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04-4846 (SFD)f* T4hf 4 P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number . . . Property Address . . . . APN: Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application val'uation Owner ------------------------ J. LAYNE DAVIS 200 N. 4TH STREET BOISE ID BUILDING PERMIT BUILDING & SAFETY DEPARTMENT (760).777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 RROWn-TA.r. M., Date 12/08/04 8 0 2 7 3 7TTwT_ffS7=O 772 -550 -053 - LOT #244 DWELLING - SINGLE FAMILY DETACHED LOW DENSITY RESIDENT:AL 376129 - �xt actor --------------- -------------------------- St c ------------------------- Construction Type . . . . If, ' ' - _v_ S �0;0(9 'R A T E D Occupancy Type . . . . . . D E /LODGING/CONG <=10 Flood Zone . . . . . . . . N -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 766.00 PATIO SQ FTG 2140.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 3825.00 ------------------------------------ 2ND.FLOOR SQUARE FOOTAGE 292.00 Permit --------------------------------------- BUILDING'PERMIT Additional desc Permit Fee . . . . 1609.00 Plan Check Fee 6.15 Issue Date . . . . Valuation . . . . 376129 Qty Unit Charge Per Extension BASE FEE 639.50 277.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 969..50 Permit ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 232.22 Plan Check Fee 6.15 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 4117.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 144.10 2906.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 58.12 1_00 15.0000 ------------ --------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 7 Permit . . . . . . GRADING PERMIT P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: Applicant: Applicant's Mailing Address: Architect or Engineer: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: Architect or Engineer's Address: Lic. No.: t$UILUINU PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violabon of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): N*, 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If. however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U 1, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. _, BA P.C. for this reason 9 —Z) WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this pernnit is issued. mMy workers' comp�ensationAnsuranct—ca—r,�'er and policy number are- Cam'er IA7.#Z )A; n Policy Numbef 1 certify that, in the -performance ofFherworg'ror which this p6rmifti-s issued, I s1fall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. oe [;Date Alkpptic�ant 17AZ WARNING: AIL RE TO SECURE WURRE5 �COMPENSATION �COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lenders Name Lenders Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 - Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnity and hold harmless the City of La Quinta. its officers, agents and employees for any act or omission related to the work being performed under or follo",ing issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. f A Application Number . . . . . Additional desc . . Permit Fee . . . . 15.00 Issue Date . . . . 04-00004846 Plan Check 7ee Valuation . . Page 2 Date 12/08/04 .00 0 Qty Unit Charge Per Extension BASE FEE 15.00 ----------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee 262.50 Plan Check 7ee 6.15 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 EA MECH FURNACE <=100K 36.00 4.00 9.0000 EA MECH-B/C <=3HP/100K BTU 36.00 14.00 6.5000 EA MECH VENT FAN 91.00 13.00 6.5000 EA MECH OTHER MECH EQUIPMENT 84.50 ---------------------------------------------------------------------------- Permit PLUMBING Additional desc . . Permit Fee . . . . 304.50 Plan Check Fee 6.09 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 22.00 6.0000 EA PLB FIXTURE 132.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000 EA PLB ROOF DRAIN 12.00 2.00' 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00^ 3.0000 EA PLB WATER INST/ALT/REP 3.00 10.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 90.00 10.00 .7500 EA PLB GAS PIPE >=5 7.50 1.00 ----------------------------------------------------------------------------- 15.0000 EA PLB GAS METER 15.00 Special Notes and Comments SFD-4117 SQ.FT. RESIDENCE, R-3 OCC., TYPE V -N 2001 CODES. PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL OR SPA. ($1200 P.C. RETAINER CREDITED TO PLAN CHECK FEES) ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 440.32 DIF COMMUNITY CENTERS -RES.. 97.00 DIF CIVIC CENTER RES 366 .00 ENERGY REVIEW FEE 104.59 Page 3 Application Number . . . . . 04-00004846 Date 12/08/04 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . . DIF FIRE PROTECTION -RES 97.00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT.FAC - RES 5.00 DIF PARKS/REC - RES 502.00 COVE PRECISE PLAN FEE 100.00 STRONG MOTION (SMI) - RES 37.61 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 2423.22 ---------- ---------- ---------- .00 00 2423.22 Plan Check Total' 24.54 .00 .(00 24.54 Other Fee Total 3087.52 .00 .(00 3087.52 Grand Total 5535.28 .00 .(DO 5535.28 03112/2004 09:01 Building Owner cAlie Mailing `777 Address CLOO 1AL-112r- city TZ —iP — &1# 00 1 Contractor P - e— . " ut 7607777011 LA QUINTA cei,1,1 4 4 Q" P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Cit Fy lip? T 01- C) 'a" Lic city & Classif'. Lie. # Arch., Engr., Designer'& Address Tel. A05 -7i 1:'fivipa, City zip state A04 APA *MT492 74D7 Lic. #C- 19 Z 1116 LICENSED CONTRACTOR'S DECLARATION herobtaffirm that I arn licqnsad under PFOVIalons of Criqpter 9 (commencing with $action entOf IVISIOn 3 Of the BUGinC51 and Professions Code. and my "can Be Is In full tome and l9rNATILISE OATS OWNER -BUILDER DECLARATION I her lrrn that I am exempt from the Contractor's License Law for the (ty.aff following reason: 7031.5.8usinitic and Professiov;i; Code: Any city or county which equIrag a permit to conSffust. alter, Improve. demolish, Of repair any structure, pilot to its issuance aft NV;ros the zibieftent for such parTif to rdS a signed statement that 170 4 licensed pursuant to (no OtOVISIOAS of t6a Contractor's License Low. Chapter 9 (commencing with Section 7000) of VIVISIOn 3 Of In@ Diralneso and Professions Code, or that. no is exempt tharel no be if for rom. and 1 5 (he =Qd exemption. Any Idoloflo,, of Section 703I.S by any appftan, for a p9lM4 subjects P902"I to 8 Civd POITBUY 011101 more than five hundred dollars fS800). I.! I as owner of the property, 0! my employees with wagea as their role compensation, will do line work, and the Structure is not intended or offered for sale. (.sec. 7044, suisness end Proffiss;cns Code: rho Contractor'& License Law do— not SAPJY to an owner of property who builds 01 improves fhareon end who does Such work himself or Ihmugh his own ar"Ploye", provided trial tuch InhP(OvQJhQAfS #to her Intended 0, offered for sale. I( however. the buildlng of "Ptovement Is sold within one year of completion, the owar-butiaet will have Ing rd or "wing (hot he did not 00d or improve tot (he purpose at safe.) bir an a owner of the Property. Sm exclusively contracting with Iloqnsed contractors to con. s 8truC I the project, fSec. 7044, EV -90038 and Professtona Code: The Contractors License Law does not apply to ari owner of property who builds or improves thereon. and who contracts for avch P10/202 wth 0 conlraotor(a) hCoAsaitpufauant to the Contractors Ucense Ld,,.) .7. 1 Sm exempt under Sec.._,B, & P.C. for this reason — 08te -owner WORKERS' COMPENSATION DECLARATION I hereby affirm IW I have a certificate of consent ;0 Self-ineure or a certificate of Worker's Com ponSation Insurance, or a carlifloo copy thereof. (Sec. 3806. Labor Code.) Policy No,— Company — 11 Copy Is filed with the city. I ? rertilled copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE frAfs section need not be completed if the permit Is re. one or loco.) hundred dollars (siop) variation I corlify that in the Performance of IhV! work for which this permit 1, Issued. I shall not mploy any person In any Manner so as to become Subject to the Workers* Compensation Laws of California. Date--Own,!r h NOTICE TO APPLICANI. ' after maldig (his CRi�/rIcatO Of Exemption you should become sublact to (he WorkorS' Compensation PrcvWan;? Of (he Labor Code. you must fonhwith conw1y with such provisions or INS POIT7111 SAO/$ be doomed revolted. CONSTRUCTION LENDING AGENCY I hereb wg af"rT Pthat thenz Is a construction lending a work for I it I .yency for the performance of the CA his fin lsieaued.fs#c.30q1,CnfiCOd4. L noor's Name--- L:mOgr'5 Addr"$._ This Is a building permIt when properly filled out, signcd ancl validated, and is bj I expiration it work thereunder is suspended for 180 days. Su ec; I I certify that I hove read this application and Slate that the above information is correcl. I agree to Comply with all Cit and C�upq 9 �y O.rdl�ancqq and state, laws relating to pullding consifuction,cand hereby oulhorize 080 tat"oM -of this city to enter the abowe, mentioned pt perly for inspection purposes. Signature of applicant ___ .-ciate- Mailing AtIdeaaa- City, State. zip WHITE = FIVILDINQ DEPARTMENT PAGE 01/01 2004 4LY 0 J[ 0 LAO F LA _�o :1 UINTA LDING: TYPE'CONST._OC.,_ GRP. A -P. Number Legal Description Zer S4+, -r -Z'? e- 2 4 - z, Project Description ,I.L- Ai AV No. No. Dw. SIZI Stories Unita New -s( Add 0 Alter 0 Repair 0 Demolition 0 Estimated Valuation PERMIT AMOUNT Plan Ghk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing Grading Driveway Enc. Infrastructure TOTAL �EMARKS ZONE; BY; Minimum Setback Distances: Front Setback from Center Line —Rear Setback from Reisr Prop. Line Side Street Setback f rcm Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date_Permit ValidateO by:--. Validation: YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT; MITIGATION AMOUNT: COMMIIND. AMOUNT: DATF.- RFr.RTPT- 04F.CK fi- IMTIAT.S- CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: We'sirdNn7ce israt Date: December 8, 2004 Owner's Name: Chip Fisher Phone No. Project Address: 80-273 Via Pessaro La Quinta, CA Project Description: I SFD APN: 772-550-053 Tract #: Lot #'s: Type of Development: Residential 1X -X1 Commercial Industrial Total Square Feet of Building Area: 4,117 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is corrcct and makes this statement under penalty of peiJury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: December 8, 2004 _ Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov.Code Project 17620 65995 Approval Note: Number of Sq.Ft. 4,117 Amount per Sq.Ft. $ 2.68 Amount Collected $ 11,033.56 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Certificate issued by: Elvira Mattson, Office Technician _ Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition ofthese 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 cetermined 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 beeta 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. V: ydoos:�(Icv I �Osll;oer Li fi C�Ite OfCOinplimce 1')rni table,'170 LNE.doc 1/16/03 T OWNER/BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect -yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contribl-tions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Fevenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. if the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontrac--or, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Ovrner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are perfouning their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX: (760) 777-7011 OWNER'S SIGNATURE/DATE & - �,� � I A—a PROPERTY ADDRESS 0 �- 41 t�� PERMIT NUMBER�S) ' M Ell Bin # City of La Quinta Building 817 Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-70112 Building Perm t, Application and Tracking Sheet Permit # Project Address: 00 -223 VO Ft�Aw A. P. Number: 00 4 --opco qg I& Owner's Name: 3 ke—8 VAV 4 'Address: 200 Legal Description: LOT 2.14 LV I J4iyC-A1A16;4 SUSS. City, ST, Zip: Contractor: Jelephone: (2 -OS 0 Slqq) Address: SAcMe X5 City, ST, Zip: Project Description: Irlsviriz 'Festy", -PA tA)I+k elephone: -12.0 4101i� t ...... ............. ,,State Lie. # LZOV) -1 119, 20 r. Ci t -v Lie. Arch., Engr., Designer: F -Is �/r- Address: r-. I&VA A City, ST, Zip: 5AA717� A Telephone:( -7 4+)SIS '2'�-00 ...... ............. .. .......... ..... ...... .. ..... ....... .... ........... .......... .. ............. .. ... ........ ... ....... .. ........... . ... ... ... ... . .... .... .. ... .. . . .. .. .... . . Construction Type-OccupancN. State Lie. 4: Project t -Npe (circle one): New Add'n Alter Repair Demo ZName of Contact Person: VAKINY WTSUMOIrO Sq. Ft.: I # Stories: Units: Telephone # of Contact -Person: h - Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # I Submit . tal Rcq'd - Rec'd TRACKING PERMIT FEES I Plan Sets Plan Check suL—nitt-,d — I I Amount Structural Cates. Reviewed, ready for corrections 7 Plan Check Deposit Truss CaIcs. Called Contact Person Plan Ch2ck Balance Title 24 Cates. Plans picked up Construrtion Flood plain plan Plans resubmitted Atechani.cal Grading plan 2" Review, readv for correction 6CK Elec(rical Subcontactor List Called Contact Person Plumbirrg Grant Deed Plans picked up S.M.l. II.O.A. Approval Plans resubmitted Grading IN II0USE:- 'Review, ready for corrections/issue Developer impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees - F7 Total Permit Fees - ,Ma -r 02.05 03:11p RCE Consultants Inc. Em I �Ex j07 ?ET 07 G UIDA ' on SURVEYING ENE" 011 ENE ME INC, March 2, 2005 Gary Showalter City of La Quinta Building Department 78495 Calle Tampico La Quinta, CA' 92253 RE: Fisher Residence, Lot 244, Amended Tract 29894-2. (760) 772-3783 p.2 , A MULTI -DISCIPLINED SURVEYING CoMpA A foundation survey was performed on the -above. referenced i,ot 244 on Maich 0 1, 2005 and was found to be in conformance with the plans. Sincerely, PIA4 B��jt�cer, PLS 4512 Guida Suyveying, Inc. 77-564 Country Club Drive Bldg. A., Suite 222B Palm Desert, CA 92211 Tel 760-200-5541 U6 LLA, C 6. No. 4512 Exp. 9-30-0 6 P. CORPORATE OFFICE: 14712 Franklin Ave. Ste. B X Tislin. CA. 927SOJ� Ph: 714-50-111-fFax.- 714-50-1115 A, SAN RAMON OFFICF. 130R ' vanIndusirial0-5te. 109jkSanRaninn, CIL 94583XPh: 925-838-4568Fox: 925-838-4-570 . 4 gs-sunramon(b).-gui . dasurveving.rom SAN DIEGO OF"CE: 60O.Yo..,indreasof DrSt". 1;' & Esvondielo, CA. 92029X Ph: 760-740-06P0 Fax: 700-740-06S1 X I A Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite (3, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 May 13, 2004 D. L. Freeman 72-880 Fred Waring Drive, Suite C-13 Palm Desert, California 92260 Attention. Mr. Dennis Freeman Proje&. Lot 244 — Tract 29894-2 Fisher Residence Hideaway La Quints, California Project No. 544-4249 04-05-331 Subject: Geotechnical Update Ref- Geotechnical Engineering Report prepared by Earth Systems Consultants dated September 22, 2000, File No. 07117-10, Report No. 00-09-772. Report of Testing and Observation During Rough Grading prepared by Earth Systems Southwest dated August 28,2002, File No. 07117-11, Report No. 01-07-718. Geotechnical Update prepared by Sladden Engineering dated February 25, 2003, Project No. 544-2199, Report No. 03-02-106. Report of Observations and Testing During fine Grading prepared by Sladden Engineering dated August 13, 2003, Project No. 54.4-2199, Report No. 03-04-225. As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed single family residence. The project site is located on Lot 244 of Tract 29894-2 within the Hideaway Golf Club development in the City of La Quints, California. It is our understanding that the proposed residence will be a Telatively lightweight wood frame structure supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the rough grading of the Hideaway project site and was recently regraded. The rough grading included overexcavation of the native surface soils along with the placement of engineered fill material to construct the building pads. The recent regarding included processing the surface soils along with minor cuts and fills to construct the individual building pads. Some additional overexcavation was performed in areas where the building envelopes were reconfigured. The site grading is summarized in the referenced Report of Observations and Testing During Rough Grading along with the compaction test results. -7 -7 -2, V, �_ rej� p�b I d OUOLZ089'009:�['IS/69:�[ VOOZ S1 AWAHI) 18IS30 W]Vd NIUVIS W08'J May 13, 2004 -2- Project No. 544-4249 04-05-331 The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report remain applicable for the design and construction of the proposed residential structure foundations. Because the lot has been previously rough graded, the remedial grading required at this time should be minimal, The building . area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed .5urface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Allowable Bearing Pressures: The'allowable bearing pressures recommended in the grading report prepared by Sladden Engineering ..remain applicable. Conventional sballow spread footings should be bottomed into property compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 1.2 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed -utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. An allowable increase of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recornmended allowable bearing preswres may be increased by one-third. for wind and seismic loading. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC Seismic Design parameters are summarized on the attached data sheet. If you have questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, frms$lo SLADIDEN EN; WERI AN Brett L. Anderson Principal Engineer SER/pc Copies: 4/13. L. Freeman Sladden Engineering Z d OUOLZ089*ON/6S:WiS/H:�1 �OOZ N AVW(AHI) 181SH W]Vd NHOVIS WHA A May 13,2004 -3- 1997 UNIFORM BUILDING CODE INFORMATION Project No. 544-4249 04-05-331 The International Conference of Building Officials 1997 Uniform Building C.:)de contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the cude that will be relevant to construction of the proposed structure are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the sitE, based upon proximity to significant faults capable of generating large earthquakes. Majo-- fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault'rvpe (1997 UBC) San Andreas 9.8 km A I San Jacinto 26 km I A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff or dense soi.l. The site is located within UBC Seismic Zone 4. . The following table presents additional c(nafficients and factors relevant to seismic mitigation for new construction upon adoption of the 199-7 code. C d 0C10LZ089'0N/69:W1S/00:9[ �OH N MAD Wadden Fmoineerint, 18IS30 W1Vd NHaVIS H081 Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, Nv Ca C� San Andreas 1.01 1.22 0.44 N, U.64 Nv San Jacinto 1.0 1 1.0 0.44 N. 0.64 Nv C d 0C10LZ089'0N/69:W1S/00:9[ �OH N MAD Wadden Fmoineerint, 18IS30 W1Vd NHaVIS H081 ESI/FM E, Inc. STRUCTURAL ENGINEERS & CONSULTANTS September 23, 2005 Greg Strong 77614 Los Arboles La Quinta, California 92253 ATTN: Mr. Greg Strong so ob Zk"73 V) k OPE3S-A PC RE:"Fisher Residence @ the Hideaway - Lot 244" built in La Quinta, California. (ESl/FME 1103-4020) Dear Greg, This letter is to follow-up my site observations on the above named project. The pur:)ose of the structural observations were to review the primary structure for general compliance with our structural design intent and the structural plans. Based on what was visible, it is our opinion the primary structure is in compliance with our structural plans and/or structural design intent., excep, for the following: (1) Double'shear wall btwn Great Rm and Dining Rm. 2nd plywood to be nailed after final insulation inspection. (2) Plywood shear between Main Entry and Great Rm due to discontinuity of shear panels on Great Rm side. (3) Double shear wall at right side of Casita BA#2 due to plumbing. 2nd pl-iwood to after final insulation inspection. (4) Shear wall at 2nd Floor Deck next to Den: Provide continuous 2x flat oi- horizonta plywood to tie both wall together for shear tranfer. Our field observations and recommendations does not relieve the contractors, developers, and the building department from their responsibility to follow the plans and code. We are not certifying or guaranteeing the construction work. We did not check vErious item: such as nailing of roof sheathing, foundation reinforcement or lumber species. Thank you for your attention to this matter, please do not hesitate to contact us if we can be of further assistance to you on this project. Sincerely, ',?,0FES11 E S I / F M E M . A STRUCTU EER CIO By: Panny'Matsui For ESI/FME, T 1800 E. 16th Street, 8anta'Ana, CA.92701 * (714) 835-2800 * Fax (714) 835-2819 E S I / F M E 9 1 n c CONSULTAAF STRUCTURAL ENGINEERS & Y OF I -A 01 JINTA NOV 12 REC'D November 10, 2004 D.L. FREEMAN, INC. 72880 Fred Waring, C-13 Palm Desert, CA. 92260 ATTN: Dennis Freeman BUILDINU AIIJU SAFETY RE: Roof Truss Calculations and Layouts on "Fisher Residence",dated 11-8-04" to be built in La Quinta, California (ESl/FME 1203-4020) Dear Mr. Freeman: We have reviewed the calculations and layouts by SUN STATES COMPONENTS and they'. appear to comply with the requirements of our calculations and plans. The review of these drawings does not relieve the contractor from complia.ice with the drawings and specifications. This.check is only for review of general confcrmance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating al] quantities and dimensions, selecting fabrication process and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Thankyou for your attention to this matter. Please do not hesitate to contact us if 'we can be of further assistance to you on this project. Sincerely, 1800 E. 16th Street, Santa Ana, CA 92701 (714) 835-2800 Fax (714) 835-2819 ESI/FM E , I.n c. STRUCTURAL ENGINEER& & CONSULTANTS PLAN CHECK REPLY PLAN CHECK BY THE CITY OF INDIAN WELLS DATE APRIL 19,2004 PROJECT NO: 1103-4020 PROJECT FISHER RESIDENCE CLIENT NO : FILE NO 402OPC1 DEVELOPER: MR. & MRS FISHER SHEET NO 1 OF 4 ARCHITECT: BBG ARCHITECTS, INC. REGARDING: PLAN CHECK NO. 0403-203 BY BURT HANADA, DATED 04-06-04, (760)777-7023 ITEMS FROM PLAN CHECK CORRECTION LIST ITEM PL SHT REPLY GENERAL COMMENTS: (STRUCTURAL) 1 Truss calculations and layouts will be reviewed and approved by the engineer of record upon re -submittal. 2 . No special inspection needed for this project. 3 Note added to revised SGN sheet. 4, Please refer to revised calculation for added point load. 5 Soils report to be submitted by the developer. Please refer to added structural calculations and revised framing plans 6 for beams in question. 7. Detail added to revised framing plan for re-entrapt corner. 8 Lateral load = (143plf x 16')/5 columns = 460 lbs > 515 lbs used ---- ok 9 Hold downs added to revised foundation plan. TY DEPT. 10 Please refer to detail 1 of FD1 sheet for slab thicknessi Please refer to pages 2-4 for grade beam calculation o the 11 IL Fl- tl�;��-GQN worst case. =dc"n / ZA, Please refer to plan check set for responses in green ink to the DIATE comments. red mark L - ISSUED BY: E S I / F M E STRUCTUR) BY: Danny atsun for ESI/FME, I "TSO EERS_ O'N-1Z 0 " m 1800 E. 16th Street, (3) BBG ARCHITECTS, INC. .Attn: Jim Deford 0-'n OC1,07?p 04 fX'5'5"V Santa Ana, CA 92701 0 (714) 835-2800 - Fax (714) 835-2819 2 - Title Job # Dsgnr: Date: 10:58AM, 19 APR 04 Description Scope: LRev: 560100 User KW.06077, Ver 5.6.1, 25 -Oct -2002 Combined Footing Design Page 1 (c)1983-2002 ENERCALC Engineering Software e:XfilesX402OXgrdbmchk.ecw:Calculation Description GRADE BEAM CHI=(' X ON HARDY AT REAR OF N66ZSHEAR WALL # 30 General information 1.UU it Calculations are designed to ACI 318-�5 and 1997 LIBC Requirements . ... ......... ** ....... �� Allow Soil Bearing . . ....................................... 1,500.0 psf fc 2,500.0 psi Seismic Zone 4 Fy 45,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0014 Short Term Increase 1.33 Distance to CL of Rebar 3.50 in Overburden 0.00 psf Live & Short Term Load Combined Dimensions Footing Size... 1.UU it Column Support Pedestal Sizes Distance Left 6.00 ft #1 : Square Dimension 0.00 in Dist. Betwn Cols 11.00 ft ... Height o.00 in Distance Right 0.00 ft #2: Square Dimension 0.00 in Footing Length 17.00 ft ... Height 0.00 in Width 1.UU it Thickness 12.00 in Loads .............................. "... ......................... Vertical Loads ... (ED Left Column (ED Right Column Dead Load 1,000 k k Live Load k k Short Term Load k k Applied Moments... Dead Load k -ft k -ft Live Load k -ft k -ft Short Term Load 18.298 k -ft k -ft Applied Shears... Dead Load k k Live Load k k Short Term Load 2.614 k k Summa Footing Design OK Length = 17.00ft, Width 1.00ft, Thickness 12.00in, Dist. Left 6.00ft, Btwn. 1 1.00ft, Dist. Right 0.00ft I Maximum Soil Pressure 724.98 psf Allowabl( 1,'995-.00-psf Steel Req'd @ Lef 0.172 in2/ft Max Shear Stres, 10.53 psi Steel Req'd @ Cente 0.973 in2/ft A11ovvabI( 85,00 psi Steel Req'd @ Righ 0.143 in2/ft Min. Overturning Stabili- - 1.528:1 Soil Pressures ........... ... . ure @ Left"' Ac . . ................................ Allowable —ACI—Fa----c�tored Eccentricity Dead + Live 255.7 1,500.0 psf Eq. 9-1 358.0 psf 0.722 ft Dead+Live+Short Term 0.0 1,995.0 psf Eq. 9-2 0.0 psf 5.314 ft Soil Pressure @ Right End Eq. 9-3 0.0 psf Dead + Live 151.9 1,500.0 psf Eq. 9-1 212.7 psf -0.722 ft Dead+Live+Short Term 725.0 .1,995.0 psf Eq. 9-2 1,015.0 psf 6.314 ft Stability Ratio 1.5 :1 Eq. 9-3 652.5 psf 0 0 U] 0 Title Job # Dsgnr: Date: 10:58AM, 19 APR 04 Description Scope Rev: 560100 Page 21-... User: KW -06077, Ver 5.6.1, 25 -Oct -2002 Combined Footing Design (c)1983-2002 ENERCALC Engineering Software e:kfiles%40201grdbmchk.ecw:Calculation Description GRADE BEAM CHECK ON HARDY AT REAR OF NOOK. SHEAR WALL # 30 Moment & Shear Summary 85.000 psi values formornent are given perunit width of footing) Moments... ACI 9-1 ACI 9-2- ACI 9-3 Mu @ Col #1 2.48 k-ft/ft -3.65 k-ft/ft -2.35 k-ft/ft Mu Btwn Cols 2.48 k-ft/ft 23.79 k-ft/ft 25.10 k-ft/ft Mu @ Col #2 0.00 k-ft/ft 0.00 k-ft/ft 0.00 k-ft/ft One Way Shears... Vn: Allow * 0.85 85.000 psi 85.000 psi 85.000 psi Vu @ Col #1 6.869 psi 10.531 psi 6.770 psi Vu Btwn Cols 0.000 psi 0.000 psi 0.000 psi Vu @ Col #2 0.000 psi 0.000 psi 0.000 psi Two Way Shears... Vn : Allow * 0.85 170.000 psi 170.000 psi 170.000 psi Vu @ Col #1 4.664 psi 5.197 psi 3.690 psi Vu @ Col #2 0.022 psi 1.344 psi 0.864 psi Reinforcing values given per unit width of fooling) -------------------------------- @ Left 1��; of Col #1 Between Columns @ Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACI 9-1 38.18 psi 0.143in2/ft 38.18 psi 0. 143 in2/ft 0.00 psi 0.143in2/ft ACI 9-2 56.19 psi -0.172in2/ft 365.91 psi 0.917 in2/ft 0.00psi 0.143in2/ft ACI 9-3 36.12 psi -0.143in2/ft 385.97 psi 0.973 in2/ft 0.00psi 0.143in2/ft FACI Factors (per AC I, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 . . . . . . . . . . . . ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9�2 ST 1.700 ACI 9-3 Short Term Factor. 1.300 .... seismic = ST 1.100 0 0 0 Vert Ld: DL=1.0, LL=0.0, ST=0.0 k Shear: DL=0.0, LL=0.0, ST=2.6 k Moment: DL=0.0, 4=0.0, ST=18.2 k -ft 12.00:rin ... ........................... ff A- .. ..... . ................................ . ..... .......... .. . . ......... . .. ..... . ............. .. ........ .................................. .. ....... .. . .. .................. ................... .............. ....... ........... ....... ............................. III!! , .......... ..................... .......... . ... .......... . ................................................... .............. ... ........... ........... ... .......... ... .......... - ......................... .. ................................. .... ..... .................. . ............................. ......... . . . . .... .......................... .... .... .... ...... ..... ........ ...... ........... .................... ................... .... . ..... ........................ .. ................ . .................... ............................................... % ........................ ........ ............... ... ....................................................................... .. ..... 6.00 ft 11.00 ft 17.00 ft TICE MAUVEI) TITLE 24 ENERGY CALCULATIONS, INC. 7544 E. SAIDDLEHILL TRAIL, ORANGE, CA 92869 (714) 771-1507 Owner: Chip Fisher 77000 Avenida Fernando La Quinta, CA 92253 Designer: BBG Architects 20371 Irvine Avenue, #120 Santa Ana Heights, CA 92707 Project: "Casa de Pescadores" Custom Residence -- Lot #244 La Quinta, California February 11, 2004 CITY OF LA - QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCILON DATE 2��Avl STATEMENT OF CONFORMANCE This Calculation contains all the building features and performance specifications required for compliance by the California Code of Regulations Title 24, Part 1, Administrative Requirements; Part 6, Building Energy Efficiency Standards; and portions of Title 20, Appliance Efficiency Standards, and AB 970. When these features are incorporated into the architectural plans the design will be in compliance with the 2001 Energy Efficiency Standards as they apply in Climate Zone 15 , using MICROPAS6 Version 6.01, a California Energy Commission approved computer performance method program. Certified Energy Analyst Ri " Mau rer MR 9'- 9,_, 2' r r R 9 8- 90_1 36 r r C A B E C�� 1A1 V14 Prepared BY: Rfck Maurer Energy Plans Examiner Certificate No. RES -88-1006 and NRE-88-1052 California State .-icense No. 502290 C20 lst�� 01 fl, 41T-tcz 45at2y ** SUMMARY SHEET ** Progect: Chip Fisher -- La Quinta, CA Zone: 15 "Casa de Pescadores" Custom Residence -- Lot #244 Wall Insulation: R-21 (Min. 2X6 Exterior Walls Required) Ceiling Insulation: R-30 in True Vaulted Rafter/Ceiling Joist (No Radiant Barrier) R-38 in Typical Attics (With Radiant Barrier) Radiant Foil Barrier: Required @ Attics o/Conditioned Space, Attic Gable Ends, Etc. Raised Floor Insulation: N/A Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 92% AFUE Minimum Heating Capacity: 122,335 BTUH Minimum A/C SEER: 12.0 SEER (TXV Required) A/C Tonnage: 14.0 Tons (Min. Sens. =95,1 57 @ 1150) Duct Insulation: R-8.0 (Duct Leakage Test Required) Note(s): 1) The water heater specified for the main house will require an external insulation blanket of R-12 or greater. 2) The casita requires R-4 or greater insulation on .75 inch or larger hot water main lines. This is in addition to the insulation required by the mandatory measures. 3) The main house requires RA or greater insulation on .75 inch or larger hot water main lines or recirculating lines. This is in addition to the insulation required by the mandatory measures. 4) The water heater for the main house can have a recirculating pump with a thermostatic controller and -time clock, or a hot water demand type recirculating system. 5) All windows and glass doors will have wood frames with metal cladding and the following maximum NFRC values. U -Factor SHGC Operable .60 .40 Fixed .50 .40 Glass Doors .65 .40 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF—lR 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 -:m the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be,=sidered 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 Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. VFAZI" "IN. ON C -IF -IQ § I 50(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls (does not apply to exterior mass walls). VEIZIFY MIN. ON CP -%A Vol' • §150(d): Minimum R-13 raised floor insulation in framed floors.vF-Mir-Y MIN-00,CF-19. ve § 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no =-#—, 0. 9 greater than 2.0 perintinch. NOT T --W' § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N OT 91 0. § I 50(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. NOT REQ10. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door V 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 cerlified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R -I 2 or greater. 2. First 5 feet ofpipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55* F insulated. (TABLE i -T) RE.FF-R. 5UCTION 6. Piping insulated between heating source and indirect hot water tank. LINE MIN. R-5 lt4S. Uornpliance f-orms August 2001 A-5 MANDATORY MEASURES CHECKLIST: RESIDENTUL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the comp*liance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed :)n the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be -,onsidered by all parties as minimum component performance specifications for the mandatory measures whether they are shown eisewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCFJPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § I 50(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement ofthe 1998 CNIC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements ofULI8I,ULI8IA,orULI9IB. lfmastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams ofduct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constnicted with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-offswitch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" ofpipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (f): Cool Roof material meet specified criteria NOT RE 0 Lighting Measures: §150(k)l.: Luminaires for general fighting in kitchens shall have lamps with an efficacy of40 lumcns/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. § I 50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in §150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved. Compliance Forms August2001 A-6 MANDATORY M[EASURES The following items represent the MANDATORY REQUIREMENTS for ALL LOW-RISE RESIDENTIAL buildings and shall appear as notes on. the plans: (A) Before the building may be occupied, Installation Certificates (CF -6R) for manufactured devices regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building pennii(s). Certificate shall: 1. Identify features required to verify compliance with the Appliance Standards and Part 6; 2. Include the statement indicating that the installed devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans and specifications approved by the local enforcement agency; 3. State the number of the building permit under which the construction or installation was performed. Sec. 10-103 (a) (3) (B) The builder shall provide the building owner, manager, and the original occupants the. appropriate Certificate(s) of Compliance (CF- I R), Mandatory Measures (MF- I R), Installation Certificate (CF -6R), Insulation Certificate (IC -1), and a manual which list the features, materials, components, and mechanical devices installed in the t-uilding, and instructions on how to maintain and use them efficiently. Sec. 10-103 (b) (1)(2) (C) After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and the requirements of Section 10-103 (a) (2) (A).and conforms with the requirements of Part 6. The Insulation Certificate (IC -1) shall also state the manufacturer's name and material identification and the installed R -value - Sec. I D- 103 (a) (4) (D) Manufactured fenestration products shall be certified for overall U -factors and overall SHGC as rated by the National Fenestration Rating Council's NFRC 200: 1. Have a clearly visible temporary label, not to be removed before inspe�tion by the enforcement agency, listing the certified U -factors, solar heat gain coefflicient (SHGC) of the product and the method used to derive those values. Also, the lzbel should indicate compliance with air infiltration requirements of Section 116 (a) 1. 2. Have a permanent label meeting the requirements of Section 10- 111 (a) (2). Sec. H 6 (a) (E) Field fabricated skylights and windows, and exterior doors, shall be caulk�d between the fenestration product and the building, and shall be weather-stripped. EXCEPTION: Unframed glass doors and fire doors. Sec. 116 (b) (F) Joints and other openings in the building envelope that are potential sour( --s of air leakage shall be caulked, gasketed, weather-stripped, or otherwise sealed to limit infiltration and exfiltration. Sec. H 7 (G) All insulating material shall be installed in compliance with the flamespread rating smoke density requirements of Section 707 of the UBC. Sec. 118 (c) (H) Heat pumps with supplementary electric resistance beaters shall have cor-trols: 1. That prevent supplementary beater operation when the beating load can be met by the heat pump alone; and 2. In which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Sec. 112 (b) (1) Masonry or factory -built fireplaces shall have the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. 2. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. EXCEPTION: Not required if fireplace is installed over a concrete slLb and will not be located on an exterior wall. 3. A flue damper with a readily accessible control. EXCEPTION: When a gas log, log lighter, or decorative gas applianc,- is installed in a fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instructions or the State Mechanical Code. 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Sec. I _'O(e) (J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that shutE the system off during periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. Sec. 130 (i) (K) The air handling duct system shall be constructed, installed, sealed and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulat-ld to a minimum installed level of R-4.2 or be in conditioned space) Sec. ISO (in) (L) All fan systems exbausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. Sec. 150 (in) 7 (M) Storage gas water heaters with an energy factor <0.58 shall be externally wrapped with insulation having installed thermal resistance of R- 12 or greater. Sec. 150 0) IA (N) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systems, shall be externally wrapped with insulation having an installed thermal eesistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R -value. Sec. 1-50 0) IB (0) Duct system openings shall be sealed with mastic, tape, aerosol sealant, o�, other duct closure system that meets the applicable requirements of UL 18 1, UL 18 1 A, or UL 18 1 B including collars, connections and splices. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Sec. 150 (in) (P) Building cavities shall not be used for conveying conditioned air. The return air plenum must be fully ducted from the equipment to the conditioned space. Sec. 150 (in) (Q) Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150 (in) (R) Piping, buried or unburied, for recirculating sections of domestic hot water systems, piping from the heating source to the storage tank for an indirect -fired domestic water heating system, cooling system piping below 55* F, and the first five * feet of hot alad cold water pipes from the storage tank for non -recirculating systems shall be thermally insulated in accordance with Table No. I -T. Sec. 130(m) (S) Lamps used in luminaries for general lighting in kitchens and bathrooms Eball have efficacy of not less than 40 lumens per watt. (Fluorescent type lighting will meet this requirement). Sec. 150(k) (T) In climate zones 14 and 16 a vapor barrier shall be installed on the conditioned space side of all insulation in all exterior walls, unvented attics, and invented crawl spaces to protect insulation from condensation. Sec. 150 (g) (U) Any new low-rise residential building shall meet the following minimum requirements: 1. Ceiling Insulation. The opaque portions of ceilings separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Ceilings shall be insulated between framing members with insulation resulting in an installed thermal resistance of R- 19 or greater for the insulation alone. ALTERNATIVE to Section 150 (a) 1: Insulation which is not penetrated by framing members may meet an R -value equivalent to installing R- 19 insulation between framing members and accounting for the thermal effects of firaming members. b. The weighted average U -value of ceilings shall not exceed the U -value that would result from installing R- 19 insulation between framing members in the entire ceiling and accounting for the effects of framing members. (.051 Max.) 2. Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's installed design weight per square foot at the manufacturer's labeled R -value. 3. Wall Insulation. The opaque portions of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Framed walls shall be insulated between framing members with insulation having an installed thermal resistance of R-13 or greater. Framed foundation walls of heated basements or heated crawl spaces shall be insulated above the outside ground line with insulation having an installed thermal resistance of at least R- 13. ALTERNATIVE to Section 150 (c) 1: Insulation which is not penetrated by framing m embers may meet an R -value equivalent to installing R- 13 insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U -value of walls shall not exceed the. U -value that would result from installing R-13 insulation between framing members in the entire wall and accounting for the effects of framing members. (.088 Max.) 4. Raised Floor Insulation. Raised floors separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Floors shall be insulated between framing members with insulation having an installed then -nal resistance of R- 13 or greater. b. The weighted average U -value of floor assemblies shall not exceed the U -value that would result from installing R-13 insulation between framing members and accounting for the effects of framing members. (.064 Max.) Sec. 150 (a) -(d) (V) Systems, equipment, and building components listed below may be installed only ifi. 'P, 1. The manufacturer has certified that the system, equipment, or building component .complies with the applicable manufacture provisions of Sections I I I through 119; and 2. The system, equipment, or building component complies with the applicable installation provisions of Sections I I I through 119. Covered are: a. Appliances regulated by the Appliance Efficiency Regulations (Sec. I 11). b. Space conditioning equipment (Sec. 112). c. Pool and spa heating systems and equipment (Sec. 114). d. Gas appliances (Sec. 115). e. Insulation (sec. 118). Sec. I 10 INSULATION CERTIFICATE IC -1 Site Address Permit Number Number and Street city County Subdivision Lot Number Description of Installation 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 9 H 6. CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Contractor's min installed weight/ft' lb Minimum thickness inch.. -s Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) EXTERIOR WALL Frame Type A. Cavity Insulation Material Thickness (inches) B . Exterior Foam Sheathing Material Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inches) FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Then -nal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current. Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Installing Subcontractor (Cc.. Name) OR General Contractor (Co. Na.-ne) OR Owner Item #s Signature, Date Installing Subcontractor (Cc. Name) OR General Contractor (Co. Name) OR Owner Compliance Forms August 2001 A-36 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 Project Address ........ Casa de Pescadores La Quinta, California *v6.01* Documentation Author ... Rick Maurer Building Permit # Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check / Date Orange, CA 92869 714-771-1507 Field Check/ Date Climate Zone ........... 15 Compliance Method ...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program -FORM CF-lR User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence GENERAL INFORMATION Conditioned Floor Area ..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units ... Number of Stories .......... Floor Construction Type .... Glazing Percentage ......... Average Glazing U -factor... Average Glazing SHGC ....... Average Ceiling Height ..... 4117 sf Single Family Detached New Front Facing 315 deg (NW) 1 2 Slab On Grade 28.2 % of floor area 0.62 Btu/hr-sf-F 0.4 10.8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-21 R-n/a R-21 0.059 Attic KneeWall Interior Exterior hang/ Orientation Front 2x6 Wall Factor SHGC Shading Shading Fins Left 2x6 Wall Front (NW) 28.0 0.650 0.400 Back 2x6 Wall Standard Yes Window Front (NW) Right 2x6 Wall RoofRadiant Wood R-38 R-n/a R-38 0.025 Vented Attic Roof Wood R-30 R-n/a R-30 0.036 2x10+VaultRoof SlabEdge None R-0 R-0 F2=0.760 To Outside FENESTRATION Over - Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Front (NW) 28.0 0.650 0.400 Standard Standard Yes Window Front (NW) 12.5 0.600 0.400 Standard Standard Yes Door Front (NW) 80.0 0.650 0.400 Standard Standard Yes Window Front (NW) 22.5 0.600 0.400 Standard Standard Yes Window Front (NW) 7.5 0.500 0.400 Standard Standard Yes Window Front (NW) 24.0 0.600 0.400 Standard Standard Yes Window Front (NW) 30.0 0.600 0.400 Standard Standard Yes Window Front (NW) 6.0 0.500 0.400 Standard Standard Yes Window Front (NW) 2.5 0.500 0.400 Standard Standard Yes Window Front (NW) 6.0 0.600 0.400 Standard Standard Yes Window Front (NW) 6.0 0.600 0.400 Standard Standard Yes Window Front (NW) 2.0 0.500 0.400 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-lR Project Title .......... Chip Fisher - Custom Home Date...02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program-FDRM CF-lR User#-MP0357 User -Rick Maurer Title 24, Inc Run-CustDm Residence. FENESTRATION Over - �_,) Oil 49-110 *94T-4 *� Area Slab Type (sf) Standard Slab 3035 Standard Slab 220 Standard Slab 570 Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Left (NE) 20.0 0.650 0.400 Standard Standard Yes Window Left (NE) 12.5 0.600 0.400 Standard Standard Yes Door Left (NE) 40.0 0.650 0.400 Standard Standard Yes Door Left (NE) 21.4 0.650 0.400 Standard Standard Yes Window Left (NE) 25.0 0.600 0.400 Standard Standard Yes Window Left (NE) 11.5 0.600 0.400 Standard Standard Yes Window Left (NE) 3.0 0.500 0.400 Standard St;andard Yes Window Left (NE) 30.0 0.600 0.400 Standard Standard Yes Window Left (NE) 8.0 0.600 0.400 Standard Standard Yes Window Left (NE) 4.5 0.500 0.400 Standard Standard Yes Window Back (SE) 6.0 0.500 0.400 Standard Standard Yes Window Back (SE) 30.0 0.600 0.400 Standard Standard Yes Door Back (SE) 40.0 0.650 0.400 Standard Standard Yes Door Back (SE) 48.0 0.650 0.400 Standard Standard Yes Door Back (SE) 80.0 0.650 0.400 Standard Standard Yes Window Back (SE) 22.5 0.600 0.400 Standard Standard Yes Window Back (SE) 12.5 0.500 0.400 Standard Standard Yes Window Back (SE) 25.0 0.600 0.400 Standard Standard Yes Window Back (SE) 25.0 0.600 0.400 Standard Standard Yes Door Back (SE) 40.0 0.650 0.400 Standard Standard Yes Door Back (SE) 72.0 0.650 0.400 Standard Standard Yes Window Right (SW) 24.0 0.600 0.400 Standard Standard Yes Window Right (SW) 24.0 0.500 0.400 Standard Standard Yes Door Right (SW) 18.7 0.650 0.400 Standard Standard Yes Window Right (SW) 7.5 0.500 0.400 Standard Standard Yes Door Right (SW) 20.0 0.650 0.400 Standard Standard Yes Door Right (SW) 40.0 0.650 0.400 Standard Standard Yes Window Right (SW) 30.0 0.600 0.400 Standard Standard Yes Door Right (SW) 96.0 0.650 0.400 Standard Standard Yes Window Right (SW) 3.0 0.500 0.400 Standard Standard Yes Window Right (SW) 6.0 0.500 0.400 Standard Standard Yes Door Right (SW) 40.0 0.650 0.400 Standard Standard Yes Window Right (SW) 8.0 0.600 0.400 Standard Standard Yes Door Right (SW) 40.0 0.650 0.400 Standard Standard Yes �_,) Oil 49-110 *94T-4 *� Area Slab Type (sf) Standard Slab 3035 Standard Slab 220 Standard Slab 570 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-lR Project Title .......... Chip Fisher - Custom Home Date...02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM CF-lR User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence HVAC SYSTEMS This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Duct R -value. This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakag)e D Type Furnace 0.920 AFUE n/a Attic R-8 Yes No Setback ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No Setback Furnace 0.920 AFUE n/a Attic R-8 Yes No Setback ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No Setback Furnace 0.920 AFUE n/a Attic R-8 Yes No Setback ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No Setback DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type fan CFM/CFM25) (ft2) Furnace / ACSplitTXV 6% / 127.5 n/a Furnace / ACSplitTXV 6% / 9.2 n/a Furnace / ACSplitTXV 6% / 36.2 n/a WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value WH1 Storage Gas Recirc/TimeTemp 1 .50 75 R-12 WH2 Storage Gas PipeInsulation 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, installed to manufacturer and CEC specifications. and verified during plan check and field inspection. This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Duct R -value. This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-lR Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM CF-lR User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence SPECIAL FEATURES AND MODELING ASSUMPTIONS Mandatory Measures require a R-12 or greater external blanket on Gas Storage Water Heaters with Energy Factors less than 0.58. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC-approved HERS provider using CEC approved testing and/or verification methods.and must be reported on the CF -6R installation certificate. This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS 1) The water heater specified for the main house will require an external insulation blanket of R-12 or greater. 2) The casita requires R-4 or greater insulation on .75 inch or larger hot water main lines. This is in addition to the insulation required by the mandatory measures. 3) The main house requires R-4 or greater insulation on .75 inch or larger hot water main lines or recirculating lines. This is in addition to the insulation required by the mandatory measures. 4) The water heater for the main house can have a recirculating pump with a thermostatic controller and time clock, or a hot water demand type recirculating system. 5) All windows and glass doors will have wood frames with metal cladding and the following maximum NFRC values. U -Factor SHGC Operable .60 .40 Fixed .50 .40 Glass Doors .65 .40 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 5 CF -IR Project Title .......... Chip Fisher - Custom Home Date:..02/11/04 10:41:.02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM CF -1R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling As ons section. 19 DESIG ok OWNER7 Name.... Chip Fisher Company. (Owner) Address. 77000 Avenida Fernando La Quinta, CA 92253 Phone... (208) 726-3669 (Idaho) License. I Signed.. UM1;V,'4 14. ENFORCEMENT AGENCYn7�1/* Name.... Title ... Agency.. Phone... Signed.. (dateT_ DOCUMENTATION AUTHOR Name.... Rick Maurer Company. Rick Maurer Title 24, Inc. Address. 7544 E Saddlehill Trail Orange, CA 92869 Phone... 714-771-1507 , Signed.. (&Ltd) 4 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 Project Address ........ Casa de Pescadores La Quinta, California *v6.01* Documentation Author ... Rick Maurer Building Permit # Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check / Date Orange, CA 92869 714-771-1507 Field Check/ Date Climate Zone ........... 15 Compliance Method ...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run-Cusbom Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating .......... 4.81 4.81 0.00 Space Cooling .......... 38.43 36.67 1.76 Water Heating .......... 6.92 8.22- -1.30 Total 50.16 49.70 0.46 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area ..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units ... Number of Building Stories. Weather Data Type .......... Floor Construction Type .... Number of Building Zones ... Conditioned Volume ......... Slab -On -Grade Area ......... Glazing Percentage .......... Average Glazing U -factor ... Average Glazing SHGC ....... Average Ceiling Height ..... 4117 sf Single Family Detached New Front Facing 315 deg (NW) 1 2 FullYear Slab On Grade 3 44434 cf 3825 sf 28.2 % of floor area 0.62 Btu/hr-sf-F 0.4 10.8 ft BUILDING ZONE INFORMATION CASITA Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 3035 33385 0.74 Yes Setback 8.0 Standard No ENTRY Residence 220 2860 0.05 Yes Setback 8.0 Standard No CASITA 4 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title .......... Chip Fisher - Custom Home Date:..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence Zone Type Residence Floor Area Volume (sf) (cf) 862 8189 BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type 0.21 Yes Setback OPAQUE�SURFACES Vent Vent Height Area (ft) (sf) 8.D Standard Air Leakage Credit No Area U_ Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 310 0.059 21 315 90 Yes None Attic KneeWall 2 Wall 631 0.059 21 315 90 Yes None Front 2x6 Wall 5 Wall 688 0.059 21 45 90 Yes None Left 2x6 Wall 8 Wall 598 0.059 21 135 90 Yes None Back 2x6 Wall 11 Wall 529 0.059 21 225 90 Yes None Right 2x6 Wall 14 RoofRadiant 3035 0.025 38 n/a 0 Yes None Vented Attic ENTRY 4 Wall 83 0.059 21 315 90 Yes None Front 2x6 Wall 7 Wall 60 0.059 21 45 90 Yes None Left 2x6 Wall 10 Wall 63 0.059 21 135 90 Yes None Back 2x6 Wall 13 Wall 82 0.059 21 225 90 Yes None Right 2x6 Wall 16 Roof 110 0.036 30 45 27 Yes None 2x10+VaultRoof 17 Roof 110 0.036 30 225 27 Yes None 2x10+VaultRoof CASITA 3 Wall 439 0.059 21 315 90 Yes None Front 2x6 Wall 6 Wall 340 0.059 21 45 90 Yes None Left 2x6 Wall 9 Wall 319 0.059 21 135 90 Yes None Back 2x6 Wall 12 Wall 358 0.059 21 225 90 Yes None Right 2x6 Wall 15 RoofRadiant 570 0.025 38 n/a 0 Yes None Vented Attic PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Camments HOUSE 18 SlabEdge 308 0.760 R-0 No To Outside ENTRY 20 SlabEdge 20 0.760 R-0 No To Outside CASITA 19 SlabEdge 104 0.760 R-0 No To Outside FENESTRATION SURFACES Area U_ Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 2 Window Front (NW) 12.5 0.600 0.400 315 90 Standard/C.76 Standard/0.68 3 Door Front (NW) 80.0 0.650 0.400 315 90 Standard/C.76 Standard/0.68 4 Window Front (NW) 22.5 0.600 0.400 315 90 Standard/0.76 Standard/0.68 5 Window Front (NW) 7.5 0.500 0.400 315 90 Standard/C.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence Orientation 6 Window 7 Window 13 Door 14 Window 15 Door 16 Door 17 Window 18 Window 24 Window 25 Door 27 Door 28 Window 29 Window 30 Window 34 Window 35 Window 36 Door 37 Window 38 Door 39 Door 40 Window 41 Door 43 Window ENTRY I Door 8 Window 19 Window 23 Window 26 Door 42 Window CASITA 9 Window 10 Window 11 Window 12 Window 20 Window 21 Window 22 Window 31 Window 32 Door 33 Door 44 Door 45 Window 46 Door FENESTRATION SURFACES Area U_ Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) 24.0 0.600 0.400 315 90 Front (NW) 30.0 0.600 0.400 315 90 Left (NE) 20.0 0.650 0.400 45 90 Left (NE) 12.5 0.600 0.400 45 90 Left (NE) 40.0 0.650 0.400 45 90 Left (NE) 21.4 0.650 0.400 45 90 Left (NE) 25.0 0.600 0.400 45 90 Left (NE) 11.5 0.600 0.400 45 90 Back (SE) 30.0 0.600 0.400 135 90 Back (SE) 40.0 0.650 0.400 135 90 Back (SE) 80.0 0.650 0.400 135 90 Back (SE) 22.5 0.600 0.400 135 90 Back (SE) 12.5 0.500 0.400 135 90 Back (SE) 25.0 0.600 0.400 135 90 Right (SW) 24.0 0.600 0.400 225 90 Right (SW) 24.0 0.500 0.400 225 90 Right (SW) 18.7 0.650 0.400 225 90 Right (SW) 7.5 0.500 0.400 225 90 Right (SW) 20.0 0.650 0.400 225 90 Right (SW) 40.0 0.650 0.400 225 90 Right (SW) 30.0 0.600 0.400 225 90 Right (SW) 96.0 0.650 0.400 225 90 Right (SW) 6.0 0.500 0.400 225 90 Front (NW) 28.0 0.650 0.400 315 90 Front (NW) 6.0 0.500 0.400 315 90 Left (NE) 3.0 0.500 0.400 45 90 Back (SE) 6.0 0.500 0.400 135 90 Back (SE) 48.0 0.650 0.400 135 90 Right (SW) 3.0 0.500 0.400 225 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Front (NW) 2.5 0.500 0.400 315 90 Standard/0.76 Front (NW) 6.0 0.600 0.400 315 90 Standard/0.76 Front (NW) 6.0 0.600 0.400 315 90 Standard/0.76 Front (NW) 2.0 0.500 0.400 315 90 Standard/0.76 Left (NE) 30.0 0.600 0.400 45 90 Standard/0.76 Left (NE) 8.0 0.600 0.400 45 90 Standard/0.76 Left (NE) 4.5 0.500 0.400 45 90 Standard/0.76 Back (SE) 25.0 0.600 0.400 135 90 Standard/0.76 Back (SE) 40.0 0.650 0.400 135 90 Standard/0.76 Back (SE) 72.0 0.650 0.400 135 90 Standard/0.76 Right (SW) 40.0 0.650 0.400 225 90 Standard/0.76 Right (SW) 8.0 0.600 0.400 225 90 Standard/0.76 Right (SW) 40.0 0.650 0.400 225 90 Standard/0.76 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 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 .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZl5S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence OVERHANGS AND SIDE FINS -Window- verhang- -Left Fin- -Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 12.5 n/a' 5.0 9.5 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 80.0 n/a 8.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 22.5 n/a 4.5 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.5 n/a 3.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 n/a 6.0 0.5 6.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 20.0 n/a 8.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.5 n/a 5.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 40.0 n/a 8.0 9.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 21.4 n/a 8.0 5.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 25.0 n/a 5.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 11.5 n/a 4.5 0.5 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 40.0 n/a 8.0 7.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door 80.0 n/a 8.0 7.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 22.5 n/a 4.5 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 12.5 n/a 5.0 0.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 25.0 n/a 5.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 7.5 n/a 3.0 0.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 38 Door 20.0 n/a 8.0 7.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 39 Door 40.0 n/a 8.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 30.0 n/a 6.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 41 Door 96.0 n/a 8.0 9.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 43 Window 6.0 n/a 2.0 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a ENTRY I Door 28.0 n/a 8.0 11. 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 n/a 3.0 0.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 3.0 n/a 1.5 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 6.0 n/a 3.0 0.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Door 48.0 n/a 8.0 13. 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 42 Window 3.0 n/a 1.5 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a CASITA 9 Window 2.5 n/a 2.5 0.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 6.0 n/a 3.0 0.5 13.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 6.0 n/a 3.0 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 2.0 n/a 3.0 0.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 30.0 n/a 6.0 2.0- 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 8.0 n/a 4.0 1.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 4.5 n/a 2.5 0.5 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 25.0 n/a 5.0 5.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 32 Door 40.0 n/a 8.0 5.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 33 Door 72.0 n/a 8.0 5.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 44 Door 40.0 n/a 8.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 45 Window 8.0 n/a 4.0 0.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 46 Door 40.0 n/a 8.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 5 C -2R Project Title .......... Chip Fisher - Custom Home Date...02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 3035 ENTRY Standard Slab 220 CASITA Standard Slab 570 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.920 AFUE n/a Attic R-8 Yes No 0.883 ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No 0.794 ENTRY Furnace 0.920 AFUE n/a Attic R-8 Yes No 0.883 ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No 0.775 CASITA Furnace 0.920 AFUE n/a Attic R-8 Yes No 0.883 ACSplitTXV 12.00 SEER Yes Attic R-8 Yes No 0.794 DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type (% fan CFM/CFM25) (ft2) HOUSE Furnace / ACSplitTXV .6% / 127.5 n/a ENTRY Furnace / ACSplitTXV 6% / 9.2 n/a CASITA Furnace / ACSplitTXV 6% / 36.2 n/a WATER HEATING SYSTEMS Number Tank External in Energy* Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value WH1 1 Storage Gas Recirc/TimeTemp 1 .50 75 R-12 WH2 2 Storage Gas PipeInsulation 1 .62 40 R- n/a COMPUTER METHOD SUMMARY Page 6 C -2R Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program -FORM C -2R User# -MP -0357 User -Rick Maurer Title 24, Inc Run -Custom Residence SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, installed to manufacturer and CEC specifications, and verified during plan check and field inspection. This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Duct R -value. This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). Mandatory Measures require a R-12 or greater external blanket on.Gas Storage Water Heaters with Energy Factors less than 0.58. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION Items in this section require field testing andior verification by a certified home energy rater under the supervision of a CEC-approved HERS provider using CEC approved testing and/or verification methods.and must be reported on the CF -6R installation certificate. This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS 1) The water heater specified for the main house will requLre an external insulation blanket of R-12 or greater. 2) The casita requires R-4 or greater insulation on .75 inch or larger hot water main lines. This is in addition to the insulation required by the mandatory measures. 3) The main house requires R-4 or greater insulation on .75 inch or larger hot water main lines or recirculating lines. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title .......... Chip Fisher - Custom Home Date:..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHERl Wth-CTZ15S92 Program -FORM C -2R User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence REMARKS This is in addition to the insulation required by the mandatory measures. 4) The water heater for the main house can have a recirculating pump with a thermostatic controller and time clock, or a hot water demand type recirculating system. 5) All windows and glass doors will have wood frames with metal cladding and the following maximum NFRC values. U -Factor SHGC Operable .60 .40 Fixed .50 .40 Glass Doors .65 .40 HVAC SIZING Page 1 HVAC Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 Project Address ........ Casa de Pescadores La Quinta, California *v6.01* Documentation Author ... Rick Maurer Building Permit # Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check / Date Orange, CA 92869 714-771-1507 Field Check/ Date Climate Zone ........... 15 Compliance Method ...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program-hWAC SIZING User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence GENERAL INFORMATION Floor Area ................. volume..................... Front Orientation .......... Sizing Location ............ Latitude ................... Winter Outside Design ...... Winter Inside Design ....... Summer Outside Design ...... Summer Inside Design ....... Summer Range ............... Interior Shading Used ...... Exterior Shading Used ...... Overhang Shading Used ...... Latent Load Fraction ....... Description 4117 sf 44434 cf Front Facing LA QUINTA 33.7 degrees 32 F 70 F 112 F 78 F 34 F No No Yes 0.30 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar ...... Glazing Conduction ............... GlazingSolar .................... Infiltration ..................... InternalGain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 315 deg (NW) Heating Cooling (Btuh) (Etuh) 26291 11238 27528 24630 n/a 19530 31730 20858 n/a 10250 8555 8651 94104 95157 n/a 28547 Minimum Total Load 94104 123704 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. HVAC SIZING Page 2 HVAC Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHER1 Wth-CTZl5S92 Program -HVAC SIZING User#-MP0357. User -Rick Maurer Title 24, Inc Run -Custom Residence HEATING AND COOLING LOAD SUMMARY BY ZONE! ZONE 'HOUSE' Floor Area ....................... 3035 sf Volume ........................... 33385 cf Heating Ccoling Description (Btuh) (Etuh) Opaque Conduction and Solar. 17957 7122 Glazing Conduction .......... 18503 16555 Glazing Solar .................... n/a 14674 Infiltration ..................... 23840 15671 Internal Gain .................... n/a 7585 Ducts ............................ 6030 6161 Sensible Load .................... 66330 67768 Latent Load ...................... n/a 20330 Minimum Zone Load 66330 88099 ZONE 'ENTRY' Floor Area ....................... 220 sf Volume ........................... 2860 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar 1524 974 Glazing Conduction ......... ::: ... 2219 1986 Glazing Solar .................... n/a 1390 Infiltration ..................... 2042 1342 Internal Gain .................... n/a 513 Ducts ............................ 579 620 Sensible Load .................... 6364 6824 Latent Load ...................... n/a 2047 Minimum Zone Load 6364 8871 HVAC SIZING Page 3 HVAC Project Title .......... Chip Fisher - Custom Home Date..02/11/04 10:41:02 MICROPAS6 v6.01 File-FISHER1 Wth-CTZ15S92 Program -HVAC SIZING User#-MP0357 User -Rick Maurer Title 24, Inc Run -Custom Residence ZONE ICASITAI Floor Area ....................... 862 sf Volume ........................... 8189 ct Heating Ccoling Description (Btuh) (Etuh) Opaque Conduction and Solar 6809 3142 Glazing Conduction ............... 6806 6089 Glazing Solar .................... n/a. 3467 Infiltration ...................... 5848 3844 Internal Gain .................... n/a, 2153 Ducts ............................ 1946 1869 Sensible Load ..................... 21409 20564 Latent Load ...................... n/a. 6169 Minimum Zone Load 21409 26734 MICROPAS5 Table 2-2. Slandard U-%`alues Of "00d Frame RoofxlCeilings and Roof/Ceiling Framine W -0.2X4.16 0.386 Insulation Spacine C Name U -Value R-03 16" o.c. R.O.2X6.'16 0.299 R-03 24" o.c. R.O.2X4.24 0.306 R-1 13 16" o.c. R. I 1-2'X6.16 0,077 R-1 13 24' o.c. R. I I -2X4.14 1 0.076 R- 133 16" o.c. R. 13.2X6.16 0.069 R-133 24" o.c. R. 13-2X4.24 0.068 R-19 16" o.c. R. 19-2XS. 16 0.051 R-19 24" o.c. R. 19-2X4.24 0.047 R-22 16- o.c. R.22.2XI0.16 0.044 R-22 1-4" O.C. P -22.2.X4.24 0.041 R-30 16- o.c. RJUX 10. 16 0.036 R-30 16" o.c. R.30.2XI2.16 0.035 R-30 24" o.c. RA 50.2X4.24 0.031 R-38 16" o.c. R.38.2XI2.16 0.029 R-38 16" o.c. R.38.2XI4.16 0.028 40001 R-38 24" o.c. R.38.2XI4.24 0.025 R-49 16- o.c. R.49.2X.I. 16 0.019 R-49 24" o.c. R.49 -3X4.24 0.019 Wall -Insulation R-03 16" o.c. W -0.2X4.16 0.386 R-03 24- o -c. W -0-2.X4.24 0.393 R-73 16" o.c. W.7.2X4.16 0.130 R-73 _14- o.c. W -7.2X4.24 0.127 R-1 13 16" o.c. W. I 1.2X4.16 0.098 R-1 13 _14" o.c. W. 1 1.2.XI.24 0.094 R-13 16" o.c. W. I 3.2X,'. 16 0.088 R-13 14" o.c. W. 13.2.X,.24 0.085 R_ 15 16" o.c. W. 15.2X4.16 0.081 R-15 R-19 '74" o.c. W. 15.2.X4.24 0.077 16" o.c. W. 19-2X6.16 0065 R- 19 14" o.c. W. 19.2X6.2-1 0,063 R-21 16" o.c. W -21.2X6.16' 0.059 R-21 24" o.c. W -21-2X6.24 0.056 R-25 16" o.c. W.25.ZX6.16 0.046 R-29 167 o.c. W.29 -2X4.16 0.035 Solidcore wood D.O.SCNV 0.330 door (no insulation) 1. Based on ASHRAE Parallel heat Flow Calculation. ASHRAE Handbook of Fundamentals. 2. Tbese Reference Names are taken from Appendix H of the Residential.4fanual. 3. 'Does not meet the minimum level required as a mandatory measure (see Part 21 of the ResidenrialAfanual). 4. Roo (ceiling assemblies -hose reference names list 2x4 firamins include an anic soace. 2-34 COMPLIANCE 06110199 C 1999 by Enercomp, fnc Ctapter 2: INPUT REFERENCE I - Based on ASHRAE'Parallef heat Flow Calculation. ASHRAE Handbook of Fundamentals. 2. The Names C"iven to the standard assemblies used to calculate these U -values in Appendix F of the Residenrial,11ant(al. C 3. Does not meet the minimum level required as a mandatory measure (see Part 2.2 of the ResHentialifanual). Table 2-3. Standard U-4lues of Wood Frwne Raised orx-� of Wood Foant Panel RoofIlCeilings Italls, Floor Insulation R -Value Refuence-2 Insulation Insulat ' ion Condidon Name U -Value R-03 R-03 No crawlspace FXO-2X6.16 0.239 R -I 13 Crawlspace FCO.2X6.16 0.097 R-1 13 No crawlspace FX I 1.2X6.16 0.071 R-13 Crawlspace FCI 1.2X6.16 0.049 R-13 No crawlspacc FX13.2X6.16 0.064 R- 19 Crawlspace FC I 3.2X6.16 0.046 R-19 No crawlspace FX 19.2X8. 16 0.048 R-21 Crawlspace FC I 9-2X8. 16 0.037 R-21 No crawlspace FX21-2X8.16 0.045 R-30 Crawlspace FC21-2X8.16 0.035 R-30 No crawlspace FX3O.2X 10. 16 0.034 Crawlspace FC30-ZX 10. 16 0.028 I - Based on ASHRAE'Parallef heat Flow Calculation. ASHRAE Handbook of Fundamentals. 2. The Names C"iven to the standard assemblies used to calculate these U -values in Appendix F of the Residenrial,11ant(al. C 3. Does not meet the minimum level required as a mandatory measure (see Part 2.2 of the ResHentialifanual). I . Based on ASHRAE Parallel heat Flow Calculation. ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H *f the Residenrial.11anital. Does not .171 the- minimum level required as a mandatory measure (see Part 2.2 of the R Table 24. Standard U�values of Wood Foant Panel RoofIlCeilings Italls, Insulation R -Value anc, Insulation Rookelline Framine Refcre=2 R -O �R-5� Insulation Spacinz- Name U -Value R- 11, 3 48- O.C. RP. 14.2X4.418 0.064- R-22 48- O.C. RP.22.2X6.48 0.044 R-28 R-36 4, 8" O.C. RP.28.2X8.48 0.035 %Vall Insulation 48- O.C. :ZP.36.2XI0.48 0.028 R_ 1 -4 48- O.C. WP. 14.2X4.48 0.071 R-22 48- O.C. WP.22.2X6.48 0.049 I . Based on ASHRAE Parallel heat Flow Calculation. ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H *f the Residenrial.11anital. Does not .171 the- minimum level required as a mandatory measure (see Part 2.2 of the R 0 1999 by Enercomp, Inc. M110199 cotapumcE 2-35 Table 2-5. Slab Edge Heat Loss Rate (F2 Factor) Insulation R -Value Insulation Depth (in.) R -O �R-5� �R- 7 0 8 0.76 0.76 0.76 0.76 12 0.76 0.66 0.64 0.64 18 0.76 0.62 0.58 0.56 24 0.76 0.58 0.54 0.51 0.76 0-57 0-53 0.50 0 1999 by Enercomp, Inc. M110199 cotapumcE 2-35 MICROFASS Table 2-6. Default Fenestration Product U-11alues (this table to be used by manufacturer's to establish a U- ralue rating without performance testing) Frame Typel Sinde Pane ' Double Pane Product Type Li -value U_value2 Metal Operable 1.28 0.87 Metal Fixed 1.19 0.72 Metal GreenhouselGarden window ;.26 1.40 Metal Doors 1.25 0.85 Metal Skvlieht I C 1.72 0.94 Metal. Thermal Break Operable 0 Metal. Thermal Break Fixed Metal, Thermal Break Greenhouse/Garden window Metal. Thermal Break Doors Metal. Thermal Break Skylii:ht Non -Metal Operable 451 -1 - Non -Metal Fixed e Non-Mctal Doors ,\'on -Metal Greenhou 06 Non -Metal Sk e .40' 9 I. %fetal includes 4'1-. LXqn�metal framed manufact 0 0 01�- 0 0 add.0.04 to the listed U- val 'A 04A hardw4re. and door thresholds. -f . must have a ther-nal conductivity e aro of not 0 43, 6r uce a cap of not less than 0.2 10*'. and t (he fenestration product exposed to interior and exterior air a'*,- e te a thermal 0-f eline the criteria in (a) and (b) above. In addition. �the fenestration product 09 e6 vo ust be clearly labeled bv the manufacturer that it qualifies as a thermally broken product in accordance with this standard. 2. For all dual -lazed fenestration products. adjust the listed U -values as follows: C 3. Subtract 0.05 for spacers of 7/16- or wider. b. Subtract 0.05 for products certified by the manufacturer as 110W -E -lazing. C. Add 0.05 for products with dividers between panes if spacer is 1�; than 7/16- wide. d. Add 0.05 to any product with true divided lite (dividers throigh the panes). CT:�' lVote: - U-valucsIOPeratOr IYPes: The default U -value of a fenestsorion product changes based on rite operator rYpe. For example. a sliding-type ivindow uill teft-e a different U.t.alue than a ftred %vindow that is otherwise identical (see Table 2-6) As the U -value. orientation. till. shading device. solar hear gain coefficient, overhang andfut configuration are all input variables. it is recommended that each window of a building be entered into MICROPAS individual1r. 2-38 COMPLIANCE 061101-99 0 .1999 by Enercomp, tric I - - .01 ex"a, woi7�",,, 000,71-1 6a,"a 15) ple Chapter 2. INPUT REFEqENCE Note - Labeling: As of lanuarr 1. 199J. all fen�esrmriOn products Used for new. retrofit or remodel construction, must displa�r a label stating the livindoss, line's performance. Beginning in MY 1999. the only erception to labeling isforfieldfabricaredfenestratiott products. 77tese are products constructed at the building site from marcri.71S not cut or formed st-ith file intention of making a fenestration product All other products must be labeled trith a CEC Default or NFRC-rated U -value and solar hear gain c0efficient (see Table 2-6 and Table 2-7). Table 2-7. Default Solar Hear Gain -C'Oefficient Frame Type Metal Metal Metal Mcial Metal. Thermal Break Metal. Thermal Break Metal. Thermal Break Metal. Thermal Break Non -Metal Non -Metal ,N�onNon-lkletal 00"',,-O�- 'o 0 - 0 0-1:0 10 e 0 ��q -a' I "o, i 0. 40 e to of� e- 0.53 0.55 : Although. low -e glass is 7 coated product. for purposes !.Moo tax e an jVFRC valtiefor the SHGC. use the uncoated valuesfronr 615 is "of C _nre is 'for c rinted product. e-1- 09 jce& Voof or glazinE! or fenestration products is calculated from the nominal (e.g.. 5030) or r! �fgh A�oppeoiing dimensions. Doors: Anv door havinc riass musz be entered in MICROPAS as daeng area. For any door mvith an M NFRC ratine (doors with triore than jO percent of their surface area made up' of glass). the entire area of the door must be entered in MICROPAS as glazing area. since 4e product ratine is for the entire door. For doors with 50 percent or less 0. �theicr surface area made up of glass enter either the entire door area as glazing or the actual area of glass plus a two inch frame extending on all sides (the remaining door area is modeled as an OPAQUE SURFACE. The U -value an� solar heat gain coefficient of the door is taken. from Table 2-6 and Table 2-7 or manufacturer data. Greenhouse (garden) Windows: Greenhouse window glazing area is calculated usine the rough opening for the unit (see Figure 2-23). The typically higher U -value of creenhouse 7 * - windows accounts for additional heaE loss from the projecting top. sides and bottom of the unit. Glazing Orientation Orientation (azimuth) for fenestration products is always rela2ive to the designated -fronC orientation (referred 10 as the Plait Azimuth) (see Table 2-1). The designations *Rieht' and 'Left' are from the PersPectiVe of someone outside- facinc, the front of the house. Also see Figure 2-18 (under opaque surfaces) for a sample diagranLo 199.9 bY Enercomp, Inc. 06110199 cotapuAwE 2�39 Total Window SHGC Sincle Double Product Glazine Pane Pane Operable tj ric oa Uncoated ,ed 0.80 0. - 0* '0 0'7 Fixed L ' nc Uncoated I ,ed 0.83 0' 83 Operable Tinted 0.67 Fixed I Ti Tinted Op. -rabic Unco�at V, Fixed U Vill p. -rabic 0 b le 3� eo Fixed 0.53 0.55 : Although. low -e glass is 7 coated product. for purposes !.Moo tax e an jVFRC valtiefor the SHGC. use the uncoated valuesfronr 615 is "of C _nre is 'for c rinted product. e-1- 09 jce& Voof or glazinE! or fenestration products is calculated from the nominal (e.g.. 5030) or r! �fgh A�oppeoiing dimensions. Doors: Anv door havinc riass musz be entered in MICROPAS as daeng area. For any door mvith an M NFRC ratine (doors with triore than jO percent of their surface area made up' of glass). the entire area of the door must be entered in MICROPAS as glazing area. since 4e product ratine is for the entire door. For doors with 50 percent or less 0. �theicr surface area made up of glass enter either the entire door area as glazing or the actual area of glass plus a two inch frame extending on all sides (the remaining door area is modeled as an OPAQUE SURFACE. The U -value an� solar heat gain coefficient of the door is taken. from Table 2-6 and Table 2-7 or manufacturer data. Greenhouse (garden) Windows: Greenhouse window glazing area is calculated usine the rough opening for the unit (see Figure 2-23). The typically higher U -value of creenhouse 7 * - windows accounts for additional heaE loss from the projecting top. sides and bottom of the unit. Glazing Orientation Orientation (azimuth) for fenestration products is always rela2ive to the designated -fronC orientation (referred 10 as the Plait Azimuth) (see Table 2-1). The designations *Rieht' and 'Left' are from the PersPectiVe of someone outside- facinc, the front of the house. Also see Figure 2-18 (under opaque surfaces) for a sample diagranLo 199.9 bY Enercomp, Inc. 06110199 cotapuAwE 2�39 Chapter 2: INPUT REFERENCE C�' Note — Interior and Erterior Shading TypesSojar Hear Gjin Coeflrcieas. ff, choos.,,g either Tirandard' or 'None' as the shading device type. the CEC srandard assumprion for interior and e=eriar rhading is modeled br MICROPAS (drapes and &ug Screens all g1a-,-,,g .other than skylights. and no interior or exterior shading on skylights). Table 24. Solar Hear Gain Coefficientsfor bitericr Shading Devices Standard: Drapery 0.681 Blinds: Venetian Blinds, Vertical Blinds or NlibiBlinds 0.47 Roller Shade Opaque Roller Shades 0.472 None (for Skylights only) 1.00 None (for vcrt�ical dazing surfaces) a - 0.68 1. 0.68 is the default value used when there is no interior sWing device installed on vertical fenestration products. 2. On January I � 2002. Opaque Roller Shades must be modeled with a 0.68 SHGC. Table 2-9. Solar Hear Gain Coeff-icientsfor Exterior Shadilig Devicesi Shadins! Devicez Standard (Buz Screens) Woven Exterior Shades,;reens (53x 16/inch weave) Louvered Shadescreens w1louvers as wide as openings Low Sun Ansle (LSA) Louvered Shadcscreens Roll down (awnines. blinds. or slats) None (for skylishts; only) None (for vertical glazing surfaces) Substantially Shaded/Buildine Shade w/ Sin2le Pane Clear7GIasS3 0.76 0.30 0.27 0.13 0.13 1.00 0.76 0.20 I - Exterior operable awnings (canvas. plastic or metal) except hose that roll vertical1v down and cover the entire window, should be treated as ovcrhangL 2. Standard bug screens are assumed for all vertical ala zim., unless replaced by other exterior shade screens. The SHGC for bug screens is anoarez-weighted value that assumes that the screens are only on operable windows. T'he SHGC of exterior shade screens that are applied to some of the window areas is area -weighted with the SHGC of butt screens for the remainder of the glazing. 3. Reference vlass for SHGCs is 1/8 inch double strength shees (DSS) a 0 alass. Values from the ResidenrialAfalruaL 1999 by Enercomp, Inc. 06110199 COMPLIANCE241 designed to-keet this performance specification, ma�, be used when shading is required for south glazin When shading is re * ed, it is specified on the -1 R form that must be on the plans and must be constructe r installed as specPidd for the building W be in compliance with a � I the prescriptive approach. e only altern We to installing an exterior shading device or 1 0 c constructing an overhang use a hie Wcompliance is to install 3 fenestration product )r I s with an equal or lower SHGC val specified on the CF -IR. With the prescriptive • Shading devices or ov angs speci • Install a fenestrat' product with an CF -1 R. 3.4 Radiant Barriers two options for compliance: e�Lon the CF -1 R must be installed. SHGC valje as shown on the RADIANT BARRIER is any reflective material that has an emittance of 0. 05 or less, tested in accordance with ASTM C-1371-98 orASTM E408-71(1996)el, and is certified to the California Department of Consumer Affairs as required by GCR, Title 24, Part I Z (§101(b), 151(02) Chapter 12-13, Standards for Insulating Material. §151(02 Radiant Barrier. A radiant banier required in Tables 1-Z1 through 1-Z16 is any reflective material that has an emittance of 0.05 or less, tested according to 4STM C-1371-98 or ASTM E408 -71(1996)e I, and that is certified to the Department of Consumer Affairs as required by CCR, Title 24, Part I Z Chapter 12-13, Standards for h-isulating Material. A radiant barrier is required for roofs in climate zones with significant cooling loads (2, 4, and 8 through 15). The radiant barrier is a reflective material that reduces radiant heat transfer caused by solar heat gain to the roof. This reduces the radiant gain to ducts and insulation located below the radiant barrier. Residential Manual Auqust2001 3-13 Figure 3-2 — Methods of Installation for Radiant Barriers Requirements from A CM The Residential ACM Manual describes the radiant barrier installation requirements as follows: Radiant barriers must meet specific eligibility and installation criteria to be modeled by any A CM and receive energy credit for compliance with the energy efficiency standards for low-rise residential buildings. • The emittance of the radiant barrier must be less than or equal to 0. 05 as tested in accordance with ASTM C-1371-98 or ASTM E408-71(1996)el. • Installation must be in conformance with ASTM C-1 158-97 (Standard Practice For Use and Installation Of Radiant Barrier Systems (RBS) In Building Constniction.), ASTM C-727-90(1996)el (Standard Practice For Installation and Use Of Reflective Insulation In Building Constructions.), ASTM C1313-975 (Standard Specification for Sheet Radiant Barriers for Building Construction Applications), andASTMC-1224- 99 (Standard Specification for Reflective Insulation for Building Applications) and the radiant barrier must be securely installed in a permanent manner with the shiny side facing down toward the attic floor. Moreover, radiant barriers must be installed to the roof trusslrafters (top chords) in any of the following methods, with the material.* 1. Draped over the trusslrafter (the top chords) before the upper roof decking is installed. 2. Spanning between the truss/rafters (top chords) and secured (stapled) to each side. 3-14 August 2001 Residential Manual ILL W, WAr "- The Residential ACM Manual describes the radiant barrier installation requirements as follows: Radiant barriers must meet specific eligibility and installation criteria to be modeled by any A CM and receive energy credit for compliance with the energy efficiency standards for low-rise residential buildings. • The emittance of the radiant barrier must be less than or equal to 0. 05 as tested in accordance with ASTM C-1371-98 or ASTM E408-71(1996)el. • Installation must be in conformance with ASTM C-1 158-97 (Standard Practice For Use and Installation Of Radiant Barrier Systems (RBS) In Building Constniction.), ASTM C-727-90(1996)el (Standard Practice For Installation and Use Of Reflective Insulation In Building Constructions.), ASTM C1313-975 (Standard Specification for Sheet Radiant Barriers for Building Construction Applications), andASTMC-1224- 99 (Standard Specification for Reflective Insulation for Building Applications) and the radiant barrier must be securely installed in a permanent manner with the shiny side facing down toward the attic floor. Moreover, radiant barriers must be installed to the roof trusslrafters (top chords) in any of the following methods, with the material.* 1. Draped over the trusslrafter (the top chords) before the upper roof decking is installed. 2. Spanning between the truss/rafters (top chords) and secured (stapled) to each side. 3-14 August 2001 Residential Manual 3. Secured (stapled) to the bottom surface of the truss1rafter (top chord). A minimum -air space must be maintained between the top surface of the radiant barrier and roof decking of not less than 1.5 inches at the center of the truss1rafter span. 4. Attached flaminated] directly to the underside of the roof Cecking. The radiant barrier must be laminated and perforated by the manufacturer to allow moisturelvapor transfer through the roof deck. In addition, the radiant barrier must be installed to cover all gable and walls and other vertical surfaces in the attic. a The attic must be ventilated to: 1. conform to manufacturer's instructions. 2. provide a minimum free ventilation area of not less than oae square foot of vent area for each 150 square feet of attic floor area. 3. provide no less than 30 percent upper vents. (Ridge vents or gable end vents are recommended to acffeve the best performance. The material should be cut to allow for full a? flow to the venting) The radiant barrier (except for radiant barriers laminated direcfly to the roof deck) must be installed to: 1. have a minimum gap of 3.5 inches between the bottom of -the radiant barrier and the top of the ceiling insulation to allow ventilation air to flow between the roof decking and the top surface of the radiant barrier. 2. have a minimum of six (6) inches (measured horizontally) left at the roof peak to allow hot air to escape from the air space between the roC;F decking and the top surface of the radiant barrier. • When installed in enclosed rafter spaces where ceilings are applied directly to the underside of roof rafters, a minimum air space of 1 inch must be provided between the radiant barrier and the top of the ceiling insulation, and ventilation must be provided for every rafter space. Vents must be provided at bolh the upper and lower ends of the enclosed rafter space. • The product must meet all requirements for California certified insulation materials [radiant barriers] of the Department of Consumer Affairs, Bureau of Home Furnishings and Thermal Insulation, as specified by CCR, Title 24, Part 1Z Chapter 12-13, Standards for Insulating Material. The use of a radiant barrier and the criteria specified above -for covering all gable end walls and other vertical surfaces in the attic, and for providing attic- ventilation shall be listed in the Special Features and Modeling Assumptions listings of the CF- IR and C -2R and described in detail in the ACM Compliance Supplement. For the heating season, Equation 4. 1 is the expression for the U -value modifier, for the cooling season, Equation 4.2. To determine the U -value for a ceilhg with a radiant barrier, multiply the U -value of the ceiling assembly without the rac7ant barrier times the U -value modifier. The U -value modifiers are calculated from equadons 4.1 and 4.2. For installed insulation greater than R-8: UvalModHeatk,g = (-11.404 U2)+ (0.21737 x U) + 0.92661 Equation 4.1 Uva1Modc,,jj,9 = (_58.511 X U2) + (3.22249 x U) + 0.64768 Equation 4.2 Otherwise, these modifiers are 1.000. Residential Manual August 2001 3-15 Radiant Barriers Installation of radiant barriers is somewhat more challenging in the case of closed rafter in Closed rafter spaces. A minimum vent area of one square foot is required for each 150 square feet of Spaces attic floor area. This ratio may be reduced to I to 300 if a ceiling vapor retarder is present or if high (for example, ridge or gable vents) and low (soffit vents) attic ventilation is used. Since part of the vent area is blocked by meshes or louvers, the net free area of a vent must be considered for meeting ventilation requirements. It is difficult to achieve uninterrupted air movement in closed rafter spaces and to meet the minimum ventilation requirements making such spaces more prone to moisture damage compared to open atfic spaces. Also radiant barriers must 'see' air spaces this places more restrictions on installing them in closed rafter spaces. In closed rafter spaces, the depth of the rafters severely limits the provision of this gap. Rafters used in home construction are usually not large enough to provide the proper amount of insulation to fit in the cavity between the rafters and still have a ventilation space. Both are required to have an energy efficient building envelope. The depth of the rafters dictates a certain volume of space that can be filled with only so much insulation and still have an air space at the top for natural ventilation. 10 inches thick baft insulabon in 2x12 rafters leaves less than 2 inches for air movement and installing radiant barriers. There are two primary choices of radiant barrier placement in the cathedral ceiling design. The radiant barrier can be draped over the rafter or attached to the bottom of the decking. Ensure adequate ventilation by providing continuous venting through the sides and protecting this opening by overhangs. Check the Certificate of Compliance (CF -1 R) to see if a radiant barrier is required and review form IC -1 (Insulation Certificate) for consistency. Check that the radiant barrier is installed with the shiny side facing the atfic air space. 3.5 Thermal Mass (Package C Only) The al mass required for Package C in Tables No. I -Z1 through 1- shall meet or 6 excee the minimum interior mass capacity specified in Table XNo.[�Tabfe 3- 11].: §151(f)4 Table 3-11 — Interior Mass Capacity Requirements for Package C Equation 3-1 3-16 Floor Type Minimum Interior Mass Cocity C (slab floor) 2.36 X Ground F oor a (ft-) C (raised floor) 0.18 X Ground F�qpeZ4ea (W) The mass requireme 'e 'a 'e e met by calculating the combined n he v interior'mass capacitN-0 'thte mabsos materialmGa/sinbg Equation 3-1. Calculation of Interior Mas pacity P Where, IMC = [(A, VI,) + (A2 X UIMC2) + (k X UIMCr,)j An = Area of ;a/sso terial d I rior c of UIMCr, = Unil I rior Mass %%pa mass material n Note: Table 3-12 Interior Mass C Ad Table 3-13 of the Comm'NiCion's Residential Manual list the Unit -ROacity (UIMC) of various mass mftrials. Thermal mXs stores heat as a house warms and slo��el.e�ses the stored heat as the W house c961s. This helps moderate temperature variations wNkin the space and reduces Ithe neAd to use heating and cooling equipment. Typical mateN�s that are most effective August 2001 Manual 0 AN 0 A) tj 40 Q,� 11 GLAZI WC -i AREA 11 (Y) /3 12, '1�0 ;K �o 30 �v ) rn,, 049. -57,x v tN-) P. E3rVT-, (_* I y b-) F .40 - yzr4, -5 ?1 8p F-. , 17- 2_'40 ;K o/ (,o "otc I'%Q 2-�*,x? -- 10 F.,v. "-A-LA- L�O ;K 5- t- I 1- -3' I,flq� %., .5, -/ ? =- k-, I P. W. tf 1, F fwox eo Y- I T. I,"- ;x k4L'- ov T, ) -f- I �o -; 3 t -J �� r- . 1 )33.-L- 2\01, 2- - 10,S- I i S k'-YU 10 2- -f, �o ;: 2-4 (%-j -L, * tc -- I, %-I o. i F - -) -LH �K F -' V-- ' 12 - A 7.5 F. 614. 2'. *900 2- x %Q o o/ (,o f- 0 T - -:00 xF Y' rl , e&,IT. ) I I 'o , 3 ji-) W4 F. �AT. 4t,-- - vo r ) -L - 9 rLOV ko 1)-) �L' P- 121 N, YF 0 r --4P- 5 -P� 1, V- �o 3 0 r\J 7 - TOTAL GLAvwc-, = F G� �0, 71070 ID 0 PLANO GLAZI Nq AREA SK-YLIC.WTS C) 6A , ; I- -f- Li :- F 0 FF/-� 57. x 0 pp / C, 2,- -X 5- 2-5 \I- x )3-) 1' - 5- S'S EFn-oN7- tD TOTAL GLAvwc.:q % 2- F -V CiD0 3 z 1 9 Z, .-r-:1SOUNZ TZIF-SPIVIENCE PZ14-SEM -WATER HF-Al"ERS 9ul-tJTA,.1- CA, -CAIZURNE-R.-CO. HEATINA 4 -A/<,- HVACI DUCT TSSIT *VE12IFY SOUND ORDINIA-NICE REQ. (IF &.V4y) PIZ�O(Z TO A)Co SST- TXV CAMTA... kiTC,40v. IRGAT 12QofA---"4' ?�so.sv ITF— pliviry T N0,014 -t stivvy le>lf-jr v/4'PL 4V 0 ISO 1S.0 IS.0 .-Up-F-Low-Gi�fAU S8mxA0(o(21(o55mAAJ060Z0 LA 5 65m)cj�-080?jc Bbm�LAOWI k,.-. Liepl000 FAU, 9 - Z1500 -- W/",& vWtv. W.1.14 0 WATF-tz Pex-ma- 2 1 %j aT3 NJ H JVrLIJO -qVF7 Cjb,"otA,�5 - - Li 0 aTu.H. IWPUr.. --77-01-000. 97,%..-. cl OL 0/0 Cis% .lBT-U--.0VTPUT 741400 -741�-joo 551bolo ..... . .-CRA.- 154s, igzs - 191S 195 H S. HVACI DUCT TSSIT *VE12IFY SOUND ORDINIA-NICE REQ. (IF &.V4y) PIZ�O(Z TO A)Co SST- TXV ISO 1S.0 IS.0 -3 LA LA 5 & Liepl000 SP 9 - Z1500 -- W/",& vWtv. W.1.14 0 WATF-tz Pex-ma- 2 1 %j aT3 NJ H JVrLIJO -qVF7 Cjb,"otA,�5 - - Li 0 aTu.H. IWPUr.. --77-01-000. .IZEC. .E.�AEAQ1 FAMR ..... . I tT-Ha-VATiMc-j HVACI DUCT TSSIT *VE12IFY SOUND ORDINIA-NICE REQ. (IF &.V4y) PIZ�O(Z TO A)Co SST- r (Campo HEATING & COOLING Product 58MXA Data Deluxe 4 -Way Multipoise Fixed -Capacity Direct -Vent Condensing Gas Furnace Series 131 Input Capacities: 40,000 thru 120,000 Btuh Copyright 1996 Carrier Corporation 4 -Way Multipoise Design Allows More Applications ... The model 58MYA is a must for your product line. This high -efficiency ftimace allows more applications with its reliatle 4 -way multipoise design. Ile model 58MXA is available in I I heat/airflow combinations and with the 4 -way raultipoise design can be installed, in upflow, downflow, or horizontil positions covering up to 44 differen-, applications. The 58MXA can be installed in a manufactured (mobile) home w -ien the optional kit is used. 'Me furnace s factory configured for upflow applicaton. This -ersatile unit utilizes hot surface ignition (HSI) which ignites the burners directly- HSI eliminates -as waste that typical continuous -pilot designs can bring. Hot surface ignition provides reliable start-up and operation. Take a look at the control center on model -%MXA. Control of ignition, inducer. and blower operation is all handled in I central printed circuit board. The status indicator on the control :;ignals when a fault has occurred and identifies where the problem is. This, along with the comporient test feature, makes the 58MYA one of the easiest -as furnaces to troub;,eshoot. High efficiency is achieved by maximi.6ng heat transfer. The model 59NUU. uses 100% outdoor air for combuK,ion in a sealed -combustion system. The result's energ C, I _y -saving efficiency, 92% Annual Fuel Utilization Efficiency (AFUE), and reduced operaticnal noise. The model 58MXA is I of the quietest furnaces in the industry. A un-cjue feature of this unit is the patented polypropylene- laminated heat exchanger. This secondary heat exchancer ensures that A available heat is properly transferred to the airstream Form 58MXA-5PD I , - Clearance to combustibles This appliance is equipped for use with natural gas at altitudes 0 - 10,000 ft (0-3,050 m), A conversion kit, supplied by the manufacturer, shall be used to convert to propane or elevation. This direct -vent, forced -air furnace is for indoor installation in a building constructed on site or in a manufactured (mobile) home when using factory authorized kit, see rating plate. For installation in alcove or closet at minimum clearances from combustible material as shown below. This appliance requires a special venting system. Refer to the installation instructions for parts list and method of installation. This furnace is for use with schedule -40 PVC, PVC- DWV, or ABS-DWV pipe, and must not be vented in common with other gas-fired appliances. Construction through which vent/air intake pipes may be installed is maximum 24 inches (600 mm), minimum 3/4 inches (19 mm) thickness (including roofing materials). MINIMUM CLEARANCE TO COMBUSTIBLE MATERIAL TOP / PLENUM BOTTOM SIDES BACK FRONT VENT INCHES 1 0 0 0 3 0 0 UPFLOW 1 # 0 0 3 0 0 DOWNFLOW 1 ot i * I - 0 3 0 1 0 1 HORIZONTAL # For Installation on combustible floors only when installed on special base No. KGASB0201 ALL. Clearance shown is for air inlet and air outlet end. Horizontal position: Line contact is permissible only between lines formed by intersections of top and two sides of furnace jacket, and building joists, studs, or framing. t 120,000 BTU Input Furnaces require 1 inch bottom clearance to combustible materials. 0 Minimum front clearance for service is 30 inches. (762mm). A96229 Physical data I I UNfT SIZE 040-08 04-3-12 1060-08 060-12 1 060-16 080-121080-16 OBD -201100-1 6 100-20 1120-20 OUTPUT CAPACITY BTUH* (Nonweatherized ICS) 37,200 37,200 55,800 55,800 55,800 74,400 74,400 74,400 93,000 93,000 111,600 INPUT BTUHt 40,000 40,000 60,000 60,000 60,000 80,000 80,000 80,000 100,000 100,006 120,000 SHIPPING WEIGHT (Lb) 149 152 156 163 166 172 17 197 193 196 228 CERTIFIED TEMP RISE RANGE ('F) 30-60 15-45 45-75 3G-60 20-50 40-70130-60 20-50 45-75 30-60 40-70 CERTIFIED EXT STATIC PRESSURE (in. wc) Heating Cooling 0.10 0.50 0.10 0.50 0.12 1 0.50 0.12 0.50 0.12 0.50 0.15 0.50 0.15 0.50 0.15 0.50 0.20 0.50 0.20 0.20 0.50 0.50 AIRFLOW CFMt Heating 850 5 1125 1215 885 900 1065 1200 1320 1545 1190 1245 1285 1525 1785 1925/ 2035 1315 1570 1690 1720 1930/ 2006/ 2130 2130 LIMIT CONTROL HEATING BLOWER CONTROL (Off Delay) BURNERS (Monoport) GAS CONNECTION SIZE GAS VALVE (Redundant) Manufacturer Minimum Inlet Pressure (In. wc) Maximum Inlet Pressure (in. wc) IGNITION DEVICE SPST Selectable 90, 135, 180, or 225 Sec 2 1 2 1 3 1 3 1 3 1 4 1 4 4 5 1 5 1 6 1/2 -in. NPT While -Rodgers 4.5 (Natural Gas) 13.6 (Natural Gas) Hot Surface . Capacity in accordance with U.S. Government DOE test procedures. f Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 2% for each 1000 ft above sea level. In Can- ada, derate the unit 5% for elevations 2000 to 4500 ft above sea level. t Air delivery above 1800 CFM requires that both sides, or a combination of 1 side and bottom, or bottom only of the furnace be used for return air. Where 2 sets of data are listed, the first set is for bottom only return -air supply. The second set is for both sides. or 1 side and bottom retum-air supply. A filter is required for each return -air supply. ICS—Isolated Combustion System; It, '4) C Performance data UNIT SIZE 040-08 040-12 060-08 06G-12 060-16 080-12 080-16 1080-20 100-16 100-20 120-20 DIRECT-DR[VE MOTOR Hp (PSC) 1/5 1/3 1/5 1/3 1/2 1/3 1/2 314 1/2 34 34 MOTOR FULL LOAD AMPS 4.9 5.8 4.9 5.8 7.9 5.8 7.9 11.1 7.9 11.1 11.1 RPM (Nominal) - SPEEDS 1075-31107&-411075-31 EXTERNAL STATIC PRESSURE (In. wc) 1075-4 RETURN -AIR BLOWER WHEEL DIAMETER X WIDTH (In.) 10 x 6 1 10 x 7 1 10 x 6 1 10 x 7 1 11 x 8 1 1 11 x 10 1 11 x 8 1 lIX10 11X10 FILTER SIZE (in.) - (Washable) 0.1 0.2 (1) 16 x 25 x 1 0.4 0.5 0.6 (1) 20 x 25 x 1 (2) 16x25x 1 PSC -Permanent Split Capacitor 1 side High EFFICIENCY 1040 995 945 I 840 760 UNIT SIZE 040-08 1040-12 1060-08 1 06G-12 1 060-16 1080-12 1080-16 1 080-20 100-16 100-20 120-20 CAPACITY* Nonweatherized ICS 1 37,200 37,200 155,800 55,800 55,800 174,400 74,400 74,4GO 93,000 93,000 111' 600 AFUE%* Nonweatherized ICS 92.0 92.0 1 92.0 92.0 92.0 1 92.0 92.0 92.0 92.0 92.0 92.0 * Capacity and AFUE in accordance with U.S. Government DOE test procedures. ICS-4solated Combustion System AIR DELIVERY -CFM (With Filter)* Air delivery above 1800 CFM requires that both sides, a combination of 1 side and bottom. or bottom only of the furnace be used for return air. A filter is required for each relurn-air supply. 7 EXTERNAL STATIC PRESSURE (In. wc) RETURN -AIR UNIT SIZE SUPPLY SPEED 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1 side High 1075 1040 995 945 895 840 760 670 040-08 or Med-Low 850 825 780 740 685 635 560 480 bottom Low 740 700 650 620 565 515 455 385 High 1470 1415 1400 1285 1215 1120 995 &90 1 side Med-High 1315 1280 1235 1180 1115 1035 930 825 040-12 or Med-Low 1125 1110 1085 1045 990 915 830 740 bottom Low 930 925 910 850 830 770 705 635 1 side High 1100 1065 1005 945 900 805 730 610 060-08 or Med-Low 890 865 810 765 705 62ge 540 475 bottom Low 745 710 670 625 565 A 425 360 High 1430 1375 1325 1275 1200 135 1040 935 1 side Med-High 1270 1260 1215 1160 1105 1035 950 850 06G-12 or Med-Low 1070 1055 1045 1015 975 920 4 850 750 bottom Low 915 895 885 865 840 720 650 High 1700 1695 1640 1580 1545 1450 1380 1310 1 side Med-High 1500 1465 1435 1385 1355 1300 1250 1185 or Med-Low 1325 1295 1265 1230 1190 1150 1105 1050 bottom Low 1205 1170 1145 1110 1080 1035 990 9W 1 side High 1535 1470 1405 1330 1245 1160 1065 935 080-12 Med High 1395 1350 1300 1225 1155 10 985 880 or Med-Low 1200 1175 1125 1065 1030 0 0 )60 890 780 bo ttom Low 1040 1020 990 1 960 910 785 680 1 side High 1750 1685 1635 1575 1525 1445 1380 1310 080-16 Med-High 1495 1455 1405 1355 1305 1250 1185 1120 Med-Low 1310 1260 1225 1170 11 5 1095 1 1040 980 oor b ttom Low 1135 1105 1075 1040 9 5 915 910 860 High 2200 2175 2085 2025 1925 1820 1735 1635 bottom Med-High 2100 2025 1945 1865 1785 1700 1620 1540 only Med-Low 1815 1760 1720 1670 1620 1550 1480 1405 080-20 Low 1560 1555 1515 1 1460 1435 1390 1340 1270 both sides or High 2360 2280 2210 2130 2035 1960 1875 1790 1 side and Med-High 1965 1925 1870 1830 1760 1710 1670 1575 bottom 1 side High 1740 1705 1660 1615 1570. 1500 1425 1355 100-16 Med-High 1500 1470 1445 1410 1375 1330 1280 1210 or bottom Med-Low 1340 1315 1300 1270 1235 1200 1140 1095 Low 1195 1175 1165 1130 1100 1070 1030 975 High 2250 2175 2090 2020 1930 1855 1760 1670 bottom Med-High 2020 1950 1900 1840 1790 1710 1640 1545 only Med-Low 1725 1690 1660 1630 1575 1520 1460 1370 100-20 Low 1490 1480 1460 1440 1380 1340 1295 1230 both sides or High 2360 2315 2265 2200 2130 2055 1965 1890 1 side and Med-High 1960 1940 1930 1900 1850 1800 1740 1660 bottom High 2350 2250 2160 2070 2000 1885 1790 1635 bottom Med-High 2100 2015 1955 1875 1810 1710 1650 1540 only Med-Low 1770 1720 1675 1620 1575 1515 1450 1365 120-20 Low 1545 1520 1465 1415 1365 1325 1265 1185 both sides or High 2435 2360 2285 2220 2130 2050 1965 1875 1 side and Med-High 2040 2000 1950 1905 1835 1790 1725 1650 bottom I I- I I I Air delivery above 1800 CFM requires that both sides, a combination of 1 side and bottom. or bottom only of the furnace be used for return air. A filter is required for each relurn-air supply. 7 F-7-1111111 - 26 "A, — 26 'A- — 24 '4- - 22 'As* 2 -IN. COMBUSTION. AIR CONN —, WIN. DIA GASCONN 2 -IN. VENT CONN V) -IN. DIA THERMOSTAT ENTRY 22 "As' ---------------- 14'4- SIDE INLET TYP ............ I I 1A I... - I N L E T ""TYP_ CONDENSATE DRAIN TRAP LOCATION (DOWNFLOW & HORIZONTAL LEFT) %-IN. DIA POWER CONN %-IN. OIA ACCESSORY POWER ENTRY 9'Aa" TYP 33 T1 3211b" 30 ,/".Typ 29 "As' 27 IA" TYP 27-/,$ TYP 24 W 17 �i. . lc� AIRFLOW 4 A �=OuTLET OR � 'h -IN. DIA 30 'A' 28 'b" 26 "As. 26'A' 22 'A." 'A." TYP 2A -,IFN. COMBUSTION. CONN 'A. + It -IN. DIA GASCONN 'A -IN. DIA + POWERCONN 'h -IN. DIA THERMOSTAT ENTRY 2 -IN. VENT CONN 39 14" SIDE INLET I ------------------- CONDENSATE INLET CONDENSATE -TYP DRAIN LOCATION E DRAIN LOCATION 22 'A (UPFLOW) (UPFLOW) 243/1 BOT FOR HORIZONTAL TOM DIMPLE LOCATORS INLET HANGING NOTES: Minimum return -air opening at furnace: I . For 800 CFM--16-in. round or 14 112 x 12-1n. rectangle. 2. For 1200 CFM--20-in. round or 14 1/2 X 19 1/2-1n. rectangle. A93024 3. For 1600 CFM--22-In. round or 14 1/2 x 23 114 -In. rectangle. 4. For airflow requirements above 1800 CFM, use both side inlets, a combination of I side inlet and the bottom, or the bottom only. DIMENSIONS (In.) SIZE A 0 E 040;-6d 17-1/2 15-7/8 16 0407.112'.1., 17-1/2 15-7/8 16 17-1/2 15-7/8 16 060-12 i 7- V2 15-7/8 16 k 6 Inn* 17-1/2 15-7/8 16 -12 17-1/2 15-7/8 16 17-1/2 15-7/8 16 066-20 21 - 19-3/8 19-1/2 21 19-3/8 19-1/2 -1100-W 21 19-3/8 19-1/2 24-1/2 22-7/8 23 C gowwo HEATING & COOLING Product 38TRA (60 Hz) Data Air Conditioner Sizes 018 thru 060 Copyright 1996 Carrier Corooration The 33TRA achieves energy- efficient -cooling performance up to 14 SEER when used with components as designated by manufac-:urer. All models are listed with UL ARI, c -UL, and CEC. The T:�ch 2000 Silencer System features :he InViroFlow design, energy-efficient fan and motor, advanced sound hood, and compres;or vibration isolator plate. InVirx)Flow Design for improved airflow pattern requiring less energy. Energy -Efficient Fan and Fan Motor aJds to quiet operation while moving air more efficiently. Sound Hood to muffle noise from operation. Compressor Vibration Isolator Plate eliminates compressor vibratior transmission to the base pan thus,ensuring quiet operation. FEATURES/BENEFITS Electrical Range — All units are offered i_ -n 208/230v single phase only. Wide Range of Sizes Available in 7 non -final sizes from 018 through 060 to nxet the needs of residential and lighl commercial applications. Weatheir-Armor 11 Cabinet — Steel is galvanized and coated with a layer of Zinc phosphate. A coat of modified polyester powder coating is then app'.ied and baked -on, providing each unil with a hard, smooth finish that williast for many years. All screws on cabinet exterior are coated fiar a long-lasting, rust -resistant, quality appearance. Totally Enclosed Fan Motor Means ' greater reliability under rain conditions, and dependable performznce for many years. corm 7,8TRA-SPD C 'Dimensions UNIT LU cr LU In ELECTRICAL CHARACTERISTICs A I -n B In. C In. D In. E In. F In. G In. H In. i In. K In.. L In, M N In. in. s"N" WEIGHT lb. 38TRA018 0,1 X 01010 33 '3/16 22 1/� 271,12 2 13/16 6 '5/16 21 1/2 27 7A 5/t 83/16 91/4 173/8 13 1/t 2 3% 156 38TRA024 1,2 X 0101 0 2713/16 30 3415/16 4 9 3/4 15 I/t? 21 7/t 5/a 83/16 16 1-t 20 3A 11 215/16 195 38TRA030 1,2 X 0101 0 3313/16, 30 .3415/16 4 93/4 121 1/t 1 27 7/b 3/4 83/16 16 It 20 3/t 13 11j2 2 15A6 205 38TRA036 1,2 X 001 0 39 13/161 30 134'S/16 4 93/4 27 IA2 33 7/t 3/4 83/16 16 It! 20 3A /1 15 215 6 215 38TRA036 3 X 001 0 3313/16 30 13415/16 4 93/4 211/2 2 7 4 3/4 .83/16 16 'it 20 3/b 13 1/t.2 15A6, 205 38TRA042 1.2 X 001 0 3313/16 30 3415/16 4 93/4 211,12 27 7/b 7/b 183/16 16 -t 20-% 13 112 2 15A6 235 38TRA042 3 X 00 0 39 13116 30 3415/16 4 93/4 27 1/t? 3 3 7/t 15 215/le 38TRA048 1,2,3 X 00 0 39 13/16 30 3415/16 4 93/4 .271/2 33 7/t �16 20 3`3 15 215/16 269 38TRA060 1.23 X L 0101 0 . 3913/16 30 34 '5/16 4 1 9 3/4' 127 ',,t 1 718 1 6 �t 20 3A 1 15 2 15/16 � 273 H CIA VAPOR LINE CONN 3/a IN. DIA TIEDOWN KNOCKOUTS (2) PLACES IN BASEPAN FIELD POWER SUPPLY CONN L 7/8 IN. DIA HOLE WITH AIR DISCHARGE AIR IN 1 1/8 IN. DIA KNOCKOUT C AND AIR DISC�HARGE 2 11z' 1 1 3/8 IN. DIA KNOCKOUT 9/16- —B AIR IN --10- SUPPLY CONN D 7/a IN. DIA HOLE ACCESS PANEL —E 3/8 IN. DIA F LIOU 10 10 1/2" LINE CONN 7 r-43/iC AIR DISCHARGE # AIR IN N MO.INIMUM NOTES: UNIT SIZE UNTING PAD DIMENSIONS 1 . Allow 30 In. clearance to service side of unit, 48 In. above unit, 6 In. on one side, 12 In. on remaining side, and 24 In. between wits for proper airffow. 18 20 In. x 27 In. 2. Minimum outdoor operating ambient in coolinq mode is 55*F (unless low ambient control is used), max 125*F. 24, 30, 36, 26 In. x 32 In. 3. Series designation is the 13th position of the unit model number - 1 42,48,60 4. Center of gravity9. A95299 h C? X=YES C 0 �D 0 C0 10 O=NO 10�6' �5 6 6 0 V) C> (0 C\I 0) C\I 1q* H CIA VAPOR LINE CONN 3/a IN. DIA TIEDOWN KNOCKOUTS (2) PLACES IN BASEPAN FIELD POWER SUPPLY CONN L 7/8 IN. DIA HOLE WITH AIR DISCHARGE AIR IN 1 1/8 IN. DIA KNOCKOUT C AND AIR DISC�HARGE 2 11z' 1 1 3/8 IN. DIA KNOCKOUT 9/16- —B AIR IN --10- SUPPLY CONN D 7/a IN. DIA HOLE ACCESS PANEL —E 3/8 IN. DIA F LIOU 10 10 1/2" LINE CONN 7 r-43/iC AIR DISCHARGE # AIR IN N MO.INIMUM NOTES: UNIT SIZE UNTING PAD DIMENSIONS 1 . Allow 30 In. clearance to service side of unit, 48 In. above unit, 6 In. on one side, 12 In. on remaining side, and 24 In. between wits for proper airffow. 18 20 In. x 27 In. 2. Minimum outdoor operating ambient in coolinq mode is 55*F (unless low ambient control is used), max 125*F. 24, 30, 36, 26 In. x 32 In. 3. Series designation is the 13th position of the unit model number - 1 42,48,60 4. Center of gravity9. A95299 h 6 . I Performance data continued UNIT SIZE - 030 -2 036-1 INDOOR TOTAL CAP SECTION TDR BTUH FK4BNFOO4 TOR & TXV 30,200 FK4CNF00l CD3(A,B)AO30 29,600 FK4CNFOO2 13.00 29,600 FK4CNF003 70 30.000 FACTORY - SUPPLIED ENHANCE- MENTt STANDARD RATING FIELD -SUPPLIED ACCESSORY TDR TXV RATING TOR & TXV 14.00 (dBA) CD3(A,B)AO30 W/ KSASF0l0lAAA TOR & TXV 13.00 - 69 70 TDR & TXV 13.40 70 30,000 69 TOR & TXV , 13.80 69 70 69 7ill Q . rJqUVC'nAn_'lAVA0lA CD3(A.B)AO36 M TDR 13.50 CC5A/CD5A/CD5BA030 SOUND SOUND 13.00 RATING RATING - (dBA) (dBA) CD3(A,B)AO30 W/ KSASF0l0lAAA W/o KSASF0101AAA _SV - 69 70 69 69 70 30,000 69 70 - 1 69 70 CC5A/CD5A/CD5BA030 29,600 TDR 13.00 - 13.00 - 69 70 CD3(A,B)AO30 29,600 TDR 13.00 - 13.00 - 69 70 CC5A/CD5A/CD5BA036 30,000 TDR 13.=50- - 1 13.50 - 69 70 CD3(A.B)AO36 30,000 TDR 13.50 - 13.50 - 69 70 CC5A/CD5AlCD5I3A030 CD3(A,B)AO30 CC5A/CDSA/CD5BA036 CC5A/CD5A/CD5BA030 CD3(A,B)AO30 CC5A/CD5A/CD5BA036 CD3(A,B)AO36 CC5A/CD5A/CD5BA036 CD3(A,B)AO36 CE3AA036 CC5A/CD5A/CD5BA036 CD3(A,B)AO36 CE3AA036 CC5A/CD5A/CD5BA036* CC5AfCD5A/CD5BA042 CC5A/CD5A/CD5BWO42 CD5A/CD5BWO36 CD3(A,B)AO36 CD3(A,B)AO42 CD3CA042 CE3AA036 CE3AA042 CF5AA036 CG5AA036 F(A,B)4ANF036 F(A,B)4AN(F,B)042 FC4BNBO54 FC4BNF036 FC4BNF033 FC4BN(F,B)042 FC4BNF038 FG3AAA036 FK4BNBOO5 FK4BNBOO6 FK4CNBOO6 FK4BNFOOl FK413NF002 FK413NF003 FK4BNFOO4 FK4CNFOOl FK4CNFOO2 FK4CNF003 FK4CNFOO5 CC5A/CD5A/CD5BA036 CC5A/CD5A/CD5BA036 CC5A/CD5A/CD5BA036 CC5A/CD5A/CD5BA036 CC5A/CD5A/CD5BA042 CC5A/CD5AlCD5BW042 CD3(A,B)AG42 CE3AA042 CC5AlCD5A/CD5BA042 CC5A/CD5A/CD5BW042 See notes on pg. 16. 12 -nimm-r- orr-r-LF ru"NAl-r- 29,600 TDR 13.00 - 13.00 69 70 29,600 TDR 13.00 - 1 13.00 69 70 30.GOO TDR 13.50 - 13.50 69 70 30,000 TDR 13.50 - 13.50 69 7n COILS + 58MVP080-14 VARIABLE SPEED FURNACE 29,600 TDR 13.00 - 13.00 68 70 29,600 TDR 13.00 - 1 13.00 1 68 70 30,000 TOR 13.50 - 13.50 68 70 30,000 TDR 13.50 - 13.50 68 70 COILS + 58U(HX)V060-12 VARIABLE SPEED FURNACE 30000 TOR 13.50 13.50 69 70 30:000 TDR 1 13.50 13.50 69 70 TDR 13.� 13.50 69 70 COILS + 58U(H,X)VO80-16 VARIABLE SPEED FURNACE 30,000 TDR 13.50 - 13.50 - 69 70 30,000 TDR 13.50 - 13.50 - 69 70 29,800 TDR 13.50 - 13.50 - 69 70 35,800 NONE - 12.00 12.00 12.00 72 74 35,600 NONE 12.20 12.20 12.20 72 74 35,400 NONE 12.20 12.20 12.20 72 74 35,800 NONE 12.00 12.00 12.00 72 74 35,800 NONE 12.00 12.00 12.00 72 74 35,600 NONE 12.20 12.20 12.20 72 74 34,600 NONE 11.80 11.80 11.80 72 74 35,200 NONE - 12.00 12.00 12.00 72 74 35,800 NONE - 12.20 12.20 12.20 72 74 35.400 NONE - 12.00 12.00 12.00 72 74 35,400 TXV - 12.00 - 12.00 72 74 35,000 TOR 11.80 - 11.80 - 72 74 35,600 TDR 12.00 - 12.00 - 72 74 36,000 TDR&TXV 13.00 - - - 72 74 35,000 TDR&TXV 11.80 - - - 72 74 35,600 TDR&TXV 12.00 - - - 72 74 35,600 TDR&TXV 12.00 - - - 72 74 36,000 TDR&TXV 12.50 - - - 72 74 35,000 NONE - 12.00 12.00 12.00 72 74 36,000 TDR&TXV 13.50 - - - 72 74 36,000 TDR&TXV 13.50 - - - 72 74 36,000 TDR&TXV 14.00 - - - 72 74 35,000 TDR&TXV 12.50 - - - 72 74 35,000 TDR&TXV 12.50 - - - 72 74 35,400 TDR&TXV 13.00 - - - 72 74 35,400 TDR&TXV 13.00 - - - 72 74 35,000 TDR&TXV 12.50 - - - 72 74 35,000 TDR&TXV .12.50 - - - 72 74 35,400 TDR&TXV 13.00 - - - 72 74 36,000 TDR&Txv , 13.50 , - I - I - 1 72 1 74 COILS + 58MVP04D-1 4 VARIABLE -SPEED FURNACE 35400 TOR 13.00 13.00 72 74 35:400 TDR 13.00 13.00 72 74 COILS + 58MVP060-14 VARIABLE -SPEED FURNACE 77 35,400 TOR 13.00 13.00 72 74 35,400 TDR 13.00 13.00 72 74 COILS + 58MVP080-14 VARIABLE -SPEED FURNACE 35,400 TDR 13. 0 13.00 72 74 35,4nn TDR 13.000 13.00 72_ 74 COILS + 58MVP1 00-20 VARIABLE -SPEED FURNACE 35,400 1 . DR 13.00 13.00 72 74 35.400 TDR 13.00 13.00 72 74 COILS + 58U(H,X)VO60-12 VARIABLE -SPEED FURNACE 35,600 TOR 13.00 13 00 - 72 _F 74 35,600 TDR 13.00 1 3:00 - 72 74 35,600 TDR 13.00 13.00 - 1 72 74 35,600 TDR 13.00 13.00 - 72 74 COILS + 58U(H,X)VO80-16 VARIABLE -SPEED FURNACE 35.600 1 TDR iq 00 13.00 - 72 74 35,600 TDR 13.00 13.00 - 1 1 72 74 Performance data continued FACTORY - UNIT SUPPLIED FIELD -SUPPLIED SIZE- INDOOR TOTAL CAP. ENHANCE- STANDARD ACCESSORY SERIES SECTION BTUH MENTt RATING TDR I TXV SV COILS + 58MVPIOO-20 VARIABLE SPEED FURNACE SOUND SOUND RATING RATING (dBA) (dBA) W/ W/o KSASF0101AAA KSASF0101AAA CC5A/CD5A/CD5BA042 41,000 TDR 13.00 - 13.00 - - 72 CD3(A,B)AO42 41,000 TDR 1_ 13.00 - 13.00 - - 72 CD5A/CD5BA048 41,000 TDR 13.50 - 13.50 - - 72 CD3(A,B)AO48 41.000 _TDR - - 13.50 _ --- ------- - 13.50 - 72 CD5A/CDSBA048 CD3(A,B)AO48 CE3AA048 CC5A/CD5A/CD5BA060* CC5A/CD5A/CD5BC048 CC5A/CD5A/CD5BWO48 CCSA/CD5A/CD5BWO60 CD5A/CD5BA048 CD3(A,B)A048 CD3(A,B)AO60 CD3CA060 CE3AA048 CE3AA060 CF5AA048 CG5AA048 F(A,B)4AN(F,B)048 F(A,B)4AN(F,B)060 FC4BN(F,B)048 FC4BN(F,B)060 FC48NB054 FG3AAA048 FG3AAA060 FK4BNBOO6 0 481 FK4CNBOO6 FK4CNFOO5 41,000 41,000 41,000 48,000 47,000 47,500 48,500 47,500 47,500 48,000 48,000 47,500 48,000 47,500 47,500 47,500 48,000 47,500 48,000 48,500 47,500 48,000 48,500 48,500 48,000 CC 5A/CD5A/CD5BWO60 48,000 CC5A/CD5A/CD5BWO60 48.000 CC5A/CD5A/CD5BW060_j 48,000 CC5A/G1)5A/CD5BW060 48,000 CE3AA060 1 48000 CC5A/CD5A/CD5f3WO60 1 48.000 CE3AA060 48,0 CD5A/CD5BA048 41,000 CD3(A,B)AO48 41,000 042-3 CE3AA048 41,onn CD3(A,B)AO48 47,500 CD5A/CD5BA048 41 .000 48.000 CD3(A,B)AO48 41 , 000 47,000 CE3AA048 41 000 CD5A/CDSBA048 CD3(A,B)AO48 CE3AA048 CC5A/CD5A/CD5BA060* CC5A/CD5A/CD5BC048 CC5A/CD5A/CD5BWO48 CCSA/CD5A/CD5BWO60 CD5A/CD5BA048 CD3(A,B)A048 CD3(A,B)AO60 CD3CA060 CE3AA048 CE3AA060 CF5AA048 CG5AA048 F(A,B)4AN(F,B)048 F(A,B)4AN(F,B)060 FC4BN(F,B)048 FC4BN(F,B)060 FC48NB054 FG3AAA048 FG3AAA060 FK4BNBOO6 0 481 FK4CNBOO6 FK4CNFOO5 41,000 41,000 41,000 48,000 47,000 47,500 48,500 47,500 47,500 48,000 48,000 47,500 48,000 47,500 47,500 47,500 48,000 47,500 48,000 48,500 47,500 48,000 48,500 48,500 48,000 CC 5A/CD5A/CD5BWO60 48,000 CC5A/CD5A/CD5BWO60 48.000 CC5A/CD5A/CD5BW060_j 48,000 CC5A/G1)5A/CD5BW060 48,000 CE3AA060 1 48000 CC5A/CD5A/CD5f3WO60 1 48.000 CE3AA060 48,0 See notes on pg. 16 CC5A/CD5A/CD5BWO60 CE3AA060 48,000 48.000 CC5A/CD5A/CD5BA060* 48,000 CD5A/CD5BA048 47,500 CD3(A,B)AO48 47,500 CD3(A,B)AO60 48.000 13.50 CC5A/CD5A/CD5BC048 47,000 CC5A/CD5A/CD5BWO48 47,500 CC5A/CD5A/CD5BWO60 48,500 13.40 CD3CA048 47,000 72 CD3CA060 48.000 13.50 CE3AA048 47,500 CE3AA060 48,000 048-3 CF5AA048 47:500 13.50 1 CG5AA048 47.500 72 F(A,B)4AN(F,B)048 47,500 - F(A,B)4AN(F,B)060 48,000 FC48N(F,B)048 47,500 TDA FC4BN(F,B)060 48,000 13.50 FC4BN6054 48,500 72 FG3AAA048 47.500 - FG3AAA060 48.000 FK4CNFOO5 47,500 13.40 FK4BNBOO6 48,500 FK4CNBOO6 48.500 See notes on pg. 16 15 TDR 13.50 13.50 72 TDR 13.50 13.50 72 13.40 13.40 72 COILS + 58U(H,X)VlOG-20 VARIABLE SPEED FURNACE TOR 13.50 - 13.50 72 TD R 13.50 1 - 13.50 1 72 R 13.40 - 13.40 72 COILS + 58U(H,X)V120-20 VARIABLE SPEED FURNACE TDA 13.50 - 13.50 72 TDR 13.50 - 13.50 72 TDR 13.40 - 13.40 72 NONE wmmmwmm� 12.00 b, 12.00 A-12.00 72 74 NONE - 12.00 12.00 1200 72 74 NONE - 12.00 12.00 12*00 72 74 NONE - 12.50 12.50 12.50 72 74 NONE - 12.00 12.00 12.00 72 74 NONE - 12.00 12.00 12.00 72 74 NONE - 12.00 12.00 12.00 72 74 NONE - 12.10 12.10 12.10 72 74 NONE - 12.00 12.00 12.00 72 74 NONE - 12.50 12-50 12.50 72 74 NONE - 12.00 12.00 12.00 72 74 TXV - 12.00 - 12.00 72 74 TDR 12.00 - 12.00 - 72 74 TDR 12.10 - 12.10 - 72 74 TDR&TXV 12.00 - - - 72 74 TDR&TXV 12.10 - - 72 74 TDR&TXV 12.50 - - - 72 74 NONE - 12.00 12.00 12.00 72 74 NONE - 12.10 12.10 12.10 72 74 TDR&TXV 13.00 - - - 72 74 TDR&TXV 13.00 72 74 TDR&TXV , 13.00 72 74 COILS + 58MVP080-20 VARIABLE -SPEED FURNACE' TDR 1 13.00 1 - 1 13.00 1 72 74 COILS + 58MVP1 OG -20 VARIABLE -SPEED FURNACE. TDR 1 13.00 1 - 1 13.00 1 72 74 COILS + 58MVP1 20-20 VARIABLE -SPEED FURNACE -------- 74 TDR 1 13.00 1 - 1 13.00 1 ---- 7 -72 COILS + 58U(H,X)V080-16 VARIABLE -SPEED FURNACE. TDA L 13.00 13.00 - 72 74 TDR 13.00 3.00 1 - 1 72 74 COILS + 58U(H,X)VlOO-20 VARIABLE -SPEED FURNACE TDR L..TDR 13.00' 13.00 - 72 74 13.00 3.00 1 - 1 72 74 COILS+ 58U(H,X)Vl20-20VARIABLE-SPEED FURNACE: TDA 13.00 - 3.00 - 72 74 TDR 13.00 - 113.00 - 72 74 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.50 12.50 12.50 - 72 NONE - 11.80 11.80 11.80 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.50 12.50 12.50 - 72 NONE - 12.00 12.00 12.00 - 72 TXV - 12.00 - 12.00 - 72 TDR 12.00 - 12.00 - - 72 TDR 12.20 - 12.20 - - 72 TDR & TXV 12.00 - - - - 72 TDR & TXV 12.20 - - - 72 TDR & TXV 12.50 - - - - 72 NONE - 12.00 12.00 12.00 - 72 NONE - 12.20 12.20 12.20 - 72 TDR & TXV 13.20 - - - - 72 TDR & TXV 13.50 - 72 TDR & TXV , 13.50 - 72 15 1 1. 4 FURr GAS WATER HEATERS Pn� � 6 -year limited tank and parts warranty See residential warranty information brochure for complete warranty information. � Upgrade your warranty with... I PRWECTION,PLUS Y 'E A R - L I M. 1 '.-r E 0 A rJ'K 'W'A.'R R: A '-.N -r.Y 13 IE * 4-- 430 - -M -AE. � sm— For more details, see form 101-7. Guardian System" 0 One -of -a -kind air/fuel shut-off device offers double protection Maintenance free – no filter to clean Standard replacement parts Environmentally Friendly Burner 0 Low NOx design for low nitrous oxide emissions Self -Cleaning 0 EverKleen' patented system fights sediment build-up Reduces fuel costs Provides more hot water asy to Light No matches required Energy Efficient . More hot water at low operating cost Hi h Altitude Compliant A§ models are certified for applications up to 6,000 feet above sea level GUARDIAIM .................... SYSTEM TM BestReputation. Supeii�r Technolog Longer Life 9 Patented magnesium anode rod design incorporates a special resistor that proteCLS the tank from rust Plus... • Brass drain valve and temperature and pressure relief valve are included • Meets or exceeds National Appliance Energy Conservation Act (NAECA) requirements U -1A.: HighTfli J-7 H -j h f Ve f - 19 per Orwark Te�.q,. Y.. -R_ P F.oZTi6: O.C-0�)V � �'.'approx� �R-value of R-20. Complialrit.wii-fi iiiariy. gaS.:11t. Ity incentive programs SPECIFY LP GAS WHEN ORDERING. Add "P' suffix to the model number. Example: 41 VR404OPF. For high altitude applications of 6,000 to 10,000 feet above sea level, add "H" suffix to the model number Example: 41 VR5040HF. These units are designed to meet or exceed ANSI (American National Standards Institute) requirements and have been tested according to D.O.E. test procedures and meet or exceed the energy effi- ciency requirements of NAECA, ASHRAE standard 90, BOCA Code and all state energy effi- ciency performance criteria for energy consuming appliances. Before purchasing this appliance, read imporlant energy cost and efficiency information available from your supplier. In keeping with its policy of continuous progress and product improvement. Rheern reserves the right to make changes without notice. Rheem Guardian System Features... Exclusive Combustion Shut-off System Should a spill incident occur, the Guardian System shuts Off Lhe gas supply and the air supply preventing a sustained vapor bum in the combustion chamber. Flame Arrestor Maintenance Plate Free A special I y -d esigned Superior air filtration DESCRIPTION prevents the flame vents ignition of FEATURES vapors outside the ing clogged by lini, combustion chamber. dust and oil. ROUGHING IN DIMENSIONS (SHOWN IN INCHES) T P E G L CA AR 1 r.1100 GAS THOUS. UAT. INPUT IN STUIMR . I LP RECOVERYIN I G.P.M.90'RISE j. .—NAT. I LP I FIRSTHOUR DE�.GAH. NAT. HT.TO VENT A TANK HT. 8 DIAr.l. C HT.TO GAS VEIIT CONN. SrE 0 WATER CONN. CNTR. F ] HT.TO SIDE T&I G WATER CONN. H SHIP. VJIT. LES) SPECIFY LP GAS WHEN ORDERING. Add "P' suffix to the model number. Example: 41 VR404OPF. For high altitude applications of 6,000 to 10,000 feet above sea level, add "H" suffix to the model number Example: 41 VR5040HF. These units are designed to meet or exceed ANSI (American National Standards Institute) requirements and have been tested according to D.O.E. test procedures and meet or exceed the energy effi- ciency requirements of NAECA, ASHRAE standard 90, BOCA Code and all state energy effi- ciency performance criteria for energy consuming appliances. Before purchasing this appliance, read imporlant energy cost and efficiency information available from your supplier. In keeping with its policy of continuous progress and product improvement. Rheern reserves the right to make changes without notice. Rheem Guardian System Features... Exclusive Combustion Shut-off System Should a spill incident occur, the Guardian System shuts Off Lhe gas supply and the air supply preventing a sustained vapor bum in the combustion chamber. Flame Arrestor Maintenance Plate Free A special I y -d esigned Superior air filtration flame arrestor pre- prevents the flame vents ignition of arrestor from becom- vapors outside the ing clogged by lini, combustion chamber. dust and oil. Rheenn Water Heaters - 101 Bell Road. Montgomery. Alabama 36117-4305 - www.rheem.com A IE FIG. H - Co� .0 '"T"I ' - WAI R CONNEc'no" CCINN 314'N.P.T. RELIEF VALVE B F D, AE There Is No Equal— PFINIED IN U S A O� 03 %vp 101.6 C) C F�- 3 17-1 to m 5k C < C c- c. a C "fik -0 ri w c M 0 Height Type 0 0 0 SL 0 0 S a a 0 0 0 0 0 Gallon Capactity, M 9 0 a a 0 0 0 0 0 'n 'n 'n -n a 3) x 9 (A 0 & 0 . 3 M 0 M -n 0 'n n -0 'a 'a -0 -0 M 'o M 'o 3) -0 M C M C x C 9 3) G) 0 0 9 � 9 4 an 9 9 a 0 M 0 M a M am 'n nn 0 2-00-00C "'09095, , n -n 0 0 M a 'n 1101111 1- NATURAL 0 0 0 0 0 0 0 Co -4 LP . . ..... .. .... -- — ------------- -§6 GPH recovery degree 9 9 9 rise NATURAL GPH recovery 90 degree L) i, rise UP a. o, — ------------- I st Hour Delivery Rating a W 0 W M W 0 Oz Height to Vent (A) Height to Water Connection (B) Heater Diameter (C) 0 W W j: j-, :Z r Height to gas connection z: (0) Vent Size (inches) (E) 2 ater Conn Center (F) Height to Side T&P (G) Water Connection Size (inches) App,.. Shipping Weight 1 0 0 0 W 0 a 10 (Ibs) P !' P 9 �P Energy Factor Nat M 0 M in 0 01 't M T �f�! Est. Anni. Oper. Cost Natural Gas P 9 9 Heat trap r-st. Anni. uper. Cost Natural Gas & T 0 CD Heat Traps T 0) !� 0 0. !J 0 0 0 �n Carton height i 0 . 0, w 0 .... .... .... ED r1on width (L to R) 3 4 . . . . . Canon depth (F to 8) M =r 3 Q0 f I . r I . . 0 Fury Rheemgla�s Energy Miser* Gas Water Heater Available in 30,40,50,75 and 100 Gallon Tall - 30,40 and 50 Gallon Short Models 0-- 6 -Year Limited Tank and Parts Warranty* 6I.Brass drain valve • Temperature and pressure relief valve included • R-Fbaml insulation process for superior heat retention • Gasmaster burner with precision port alignment for even heat transfer • Heat saving flue baffle design • Models of 60,000 BTU and higher feature durable cast iron burner for both natural and LP gas • LP models feature durable stainless steel burners designed specifically for LP gas and Robertshawl controls • Meets or exceeds National Appliance Energy Conservation Act (NAECA) requirements I 'o DO - HIGH EFFICIENCY MODELS F15ATURE: Higft performance and recovery Obarnilli-intUlaition process with approK. R-val.ue of R-.20 Compliant with many gas utility incentive. programs See Residential Warranty Information Brochure for complete warranty information. EnM= Average Annual Operating co QE4DeparIrned of Energy) test prooedLires. D.01. national average kid rate naftiral gas 60.40offienn; LP 98.3DVgaqc)n. T y P E GAL. CAP. 40 DESCRIPTION MOD, EL NULIBER 41VR40 (N)* t GASINPUTIN THOUS.BTUIHR. N AT. I 40 L P 40 RECOVERY G.P.H.W NAT. .' 40.4 IN RISE LP 40.4 FIRST� DEL.G.P.H. NAT - 68 LP DIANI. DIr-.1ENSIONS HT.TO VENT (IN.) 6414 TANK 1 HT. (IN.) 1 V ENT' SIZE '3 SHIP. %VT. (LES) %'IT 43P ENERGY FACTOR t JAT. I 0.62. ENERGY LP 0.62 INFOMIATION 11 AVG.A.L!N. APPROX I OPER COKS R - NAT. LP 1 TALL - 50 41 VR50 (1`4)- t 40 40 40.4 40.4 .74 74 23 160-3/4 57-1/2 3. 160.: 'tO.62 .0.62 -$146 4.259J:17172Q.- 30 21 V30-6 (-7 for LP) (N)* 32 30 32.3 30.3 53 51 15-3/4 59 56 3 96 d120 0.57 0.59 $159 $272 R-6.7 40 21V40-7 (N)- 34 34 34.3 34.3 62 62 17-3/4 60 56-1/2 3 110 0.56 0.56 $161 $287 R-6.7 40 41 V40 (N)' 40 40 . 40.4 40.4 68 68 17-3/4 62 58 3 0.56 . 0.56 $161 $287 R-6.7 T A 50 41 V50 (N). 40 40 40.4 40.4 74 74 19-314 61 157 3 148 0.54 0.54 $167 $297 R-6.71 L L 50 21 V50-4 50 50 50.6 50.6 74 . 74 19-3/4 61 57 4 144 0.53 0.53 $171 $303 R-6.7 ft,6Q, 75 1 9jvrn-a--- + 21VR75" t mofign 75.5 mmfi& 69 a"- 76.3 J= 69.7 --qF, 121 --95 116 23 26-1/4 63-1/2 64-1/2 Al� 60-1/2 -4- 4 Q. 320 &a 0.49 &a 0.49 L67 $184 J;@j ga $328 R-16.7 inn oigg" -rT1'--%r.Wr5 81"' 777 "1 `W35 '-ff -060m.mIDAL mQ" wU"-A" &6J0 30 2 1 V30S-2 (N)- 26 26 26.3 26.3 46 46 17-3/4 148-3/4 45-1/4 3 93 0.57 0.57 $159 $282 . R-6.7. S H 30 41V30S (N)- .34 34 34.4 34.4, 54 54 17-3/4 50-1/2 46-1/2 3 102 0.58 0.58 $156 $277. R-6.7 0 40 21V40S-2 (N)- 28 28 28.3 28.3 55 55 19-3/4 .50-1/4 47-1/2 3 122 0.57 0.57 $159 $282 R-6.7 R T 40 41V40S-40" (N)' 40 40 40.4 40.41 68 68 19-3/4 52-1/2 48-1/2 3 134 0.56 0.56 $161 $287 R-6.7 50 41V50S" (N)- 40 - 40.4 22-1/4 54 48-1/2 3 140 0.531 - $171 - R-8.7 For SCAQMD rule 1121 compliance models (California only).Add"N"suffix to the model number. Example 41VR40N. Side relief valve connection. t Complies with provisions of California Title 24 New Construction Code. - Specify LP gas when ordering.Add 'F1 suffix to the model number: Example:4 I VR40P. I I 6 Ortnher ?flfl I SECTION I - GAS WATER HEATERS Page 161 Model Foot Notes Ist Hr Rating, Gals. Energy Factor Rated Storage Vol. Input Recovery Gals. MBTUHEffcy.% Model Number Foot Notes Ist Hr Rating, Gals, Energy Factor Rated Storage Vol. Input Recovery Gals. MBTUH Fffcy. % RHEEM MFG. CO., WATER HEATER DBqSION 41*50N 83 .54 50 40.0 76 41:50NT 83 .55 50 40.0 76 NAIURAL GAS 4 1 50T 83 .55 50 40.0 76 21*30-6NT 1 53 .57 30 32.0 76 # 41 $R50 6 83 .61 50 40.0 76 # 21030-6T 1 53 .58 30 32.0 76 0 41OR50N 6 83 .62 50 40.0 76 41*30S 54 .58 30 34.0 76 4l*R50NT 1,6 83 .62 .50 40.0 76 # 41 *30ST 1 54 .58 30 34.0 76 41*R50T 1,6 83 .62 50 40.0 76 21*40-5 60 .57 40 30.0 76 # 2 1 *50-4 86 .53 50 50.0 76 21040-5N A 60 .57 40 30.0 76 # 210504T 1 86 .54 50 50.0 76 # 2 1 *40-5NT A 1 60 .58 40 30.0 76 0 21 *50-60N 89 .54 50 60.0 76 # 21*40-5T 1 60 .58 40 30.0 76 # 21*40S-2N 61 .55 40 28.0 76( 21-R75N 109 '50 75 70.0 76 # 21 #40S-2 61 .56 40 28.0 76 2104OS-2NT 1 61 .59 40 28.0 76 21-IOON 116 .47 100 73.0 76 21*40S-7T 1 61 .59 40 28.0 76 21 $R75 127 .48 75 75.0 76 21040-7N A 62 .54 40 34.0 76 2lVP75E-I 3,5 132 .50 75 75.0 80 21 *40-7 62 .56 40 34.0 76 21*100-1 135 .48 100 75.0 76 21 *40S -32N 62 .56 40 32.0 76 21 *40S-32NT 62 .57 40 32.0 76 NATLMAL OR PROPANE GAS 21 *30DV 2,4 51 .58 30 30.0 76 21*40-Tr 62 .57 40 34.0 76 21 *3ff 2 56 .57 30 34.0 76 21*40S-32 64 .56 40 32.0 76 2 1 *40DV 2,4 60 .56 40 30.0 76 2104OS-32T 64 .57 40 32.0 76 21 *40T 2,41 64 .55 40 34.0 76 # 21VP40E- I A I'j'5 65 .56 40 40.0 76 21*50DV 2,4 67 .54 50 32.0 76 # 2lVP40HE-I A 1,3,5 65 .56 40 40.0 76 PROPANE GA 21 *40-6 66 .55 40 32.0 76 21*30-SP 50 .57 30 27.0 76 21 *40-6T 1 66 .56 40 32.0 76 2103OS-2P 50 .57 30 26.0 76 # 21*40-38 67 40 38.0 76 .55 21*30S-30P 50 .58 30 30.0 76 # 21*40-38N 67 40 38.0 76 .55 21 *30S-2PT 1 50 .59 30 26.0 76 # 21*40-38NT 1 67 .56 40 38.0 76 21*30S-30PT 1 50 .59 30 30.0 76 # 21040-38T 1 67 40 38.0 76 .56 21 *30-5PT I so .60 30 27.0 76 41 *40NT 1 68 40 40.0 76 .55 # 21*30-7P 51 .58 30 30.0 76 # 41 *40S40NT 1 68 40 40.0 76 .55 21*30-7PT 1 51 .61 30 30.0 76 41 *40 68 40 40.0 76 .56 41 *30SP 54 .58 30 34.0 76 4104ON 68 .56 40 40.0 76 # 41 *30SPT 1 54 .58 30 34.0 76 41 *40S40 68 .56 40 40.0 76 # 21*40S-2P 61 .56 40 28.0 76 4 1 *40S40N 68 .56 40 40.0 76 21 *40S-2PT 1 61 .59 40 28.0 76 41 *40S40T 1 68 .56 40 40.0 76 # 21 *40-7P 62 .56 40 34.0 76 # 41*40T 1 68 40 40.0 76 .57 # 21 *40-7PT 1 62 .57 40 34.0 76 41 *R40 6 68 .62 40 40.0 76 21*40S-32P 64 .56 40 32.0 76 41 *R40N 6 68 .62 40 40.0 76 21 *40S-32PT 1 64 .57 40 32.0 76 41 OR40NT 1,6 68 .62 40 40.0 76 # 21VP40E-IP A 1,3,5 65 .56 40 40.0 76 21VP50E-1 A 1,3,5 72 .53 50 40.0 76 # 21VP40HE-IP A 1,3,5 65 .56 40 40.0 76 21VP50HE-1 A 1,3,5 72 .53 50 40.0 76 2 1 *40-5P 65 .57 40 30.0 76 # 21*50-2N 72 50 36.0 76 .54 N 21 *40-5PT 1 65 .58 40 30.0 76 21 *50-2 72 50 36.0 76 .55 # 21 *40-36P 67 .55 40 36.0 76 # 21 *50-2NT 1 72 .55 50 36.0 76 # 21*40-36PT 1 67 .56 40 36.0 76 21 *50-2T 1 72 .56 50 36.0 76 41*40P 68 .56 40 40.0 76 41*50S 73. .53 50 40.0 76 4104OS40P 68 .56 40 40.0 76 21 DV50 4 80 .53 50 40.0 76 # 41*40PT 1 68 .57 40 40.0 76 21DV50N 4 80 .53 50 40.0 76 41 *40S40PT 1 68 .58 40 40.0 76 # 21DV50T 1,4 80 .55 50 40.0 76 41*R40P 6 68 .62 40 40.0 76 21DV50NT 1,41 80 .56 50 40.0 76 41 *R40PT 1,6 68 .62 40 40.0 76 41 *50 83 .54 50 40.0 76 Standard Foolnot 1. Heat traps. 4. Direct Vent. A! Rating Voluntarily revised since last directory 2. Manufactured (Mobile) Home Model. 3. Power Combustion or Power Vent 5. Electronic Ignition (No Standing Pilot). + Rad ng revised by program since last directory. of P 2:0:__,, J : J 7 Pl' I FPOt I STATE OF CALIFORNIA CALIFORNIA ENERGY COMMISSION Energy Efficiency & Demand Analysis Division Resident ial Buildings & Appliances Office 1516 9th Street PYIS-25,.Sacramento, CA 95814-5512 FAX TRANSMITTAL COVER LETTER Datei 3 February 2003 To: Rick Maurer Company. - Telephone number - FAX number sending to'. (714) 771-2939 Total number of pages being sent, including this cover page: 1 From. Betty Chrisman e-mail: apoliances@energy.state.ca.us A,, & Program� Appliance Certification Office- Residential Buildings & Applizances Telephone Number- (916) 654-4080 FAX number sending frorn* (916) 0654-004 Subject- Rheen-) Gas Water Heater Model 21VR75N Message: The above -referenced model,nUrriber was certified to us on une 5, 2002 with the following information: I Fuel Natural Gas VOILIMe 75 Gallons First Hour Rating 109 Gallons Input (BTU/hr) 70,000 1 [Energy Factor 0_50 If vou dirl no! i eceive @;1 01' it VOU have questions, plr,-ase call the sencler's numb _f -above. P. i