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11251 (SFD)J, 4 P.O. BOX 1504 - Building 46-751 San Vincente 78-105 CALLE ESTADO Q. 11251 _ L Address - LA QUINTA, CALIFORNIA•92253 Owner Anthony H. Lizza i Mailing - BUILDING_ : TYPE CONST: OCC: GRP. - Address P. G Box 841 • A.P. Number._ City Zip Tel. La Qu nta,' 92253 Legal Description Lot 10 Lgquin -a Golf Est. #1 Contractor - -� 4„�_���? SFl� Project Description Obiner/Bu11der Address Z. f City Zip Tel.: 4 x State Lic. City & Classif. Lic. # Sq. Ft. ` No. No..Dw. " Size • 5799 • x .. ...Stories Units Arch., Engr., Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. Permit does not include black walls or City Zip State pooh. Lic. # LICENSED CONTRACTOR'S DECLARATION , 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) t.of Division 3 of the Business and Professions Code, and my license is in full force and effec- ' 7RGNATIIRE DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractors License Law for the following (3 . reason: (Sec. 7031.5,Business and Professions Code: Any city or .county which requires a 60 permit to construct, atter, improve, demolish, or repair any structure, prior to its issuance also - requires the applicant for such permit to rile a signed statement that he is licensed pursuant .to PERMIT - AMOUNT. the provisions of the Contractor's License Law, Chapter 9 (commencing, with Section 7000) of . 1 ' Division 3 -of the Business and Professions Code, or that. he is exempt therefrom, and the basis. -- for the alleged exemption. Any .violation of Section 7031.5 by.'any applicant. for -a permit Plan Chk..DeP 250.00- subjects the applicant to a civil penalty of not more than five hundred dollars .($500). ` 0 I, as owner of the property, or my employees.with wages as their sole compensation; will - . • 'Plan Chk. Bal._', �: :.�'" ,,` 824.08 do the work, and the structure is not intended or offered for sale. (Sec. 7044; Buisness and Const _ 3 `� Professions Code: The Contractor's License Law does not apply to an owner of property who . - '� a builds � or. improves thereon and who does such work himself or through his own employees, Mech. - n provided. that such improvements are not intended or offered for sale. If, however, the -building • 12 �3* . 50' .or Improvement is sold within one year of completion; the owner -builder will have the burden Electrical 1, + • + �'3y 3�3 ? o proving that he did not build or improve for the purpose of sale.) ,. - + L . ,. ,4�'t�1, as owner of.the property, am exclusively contracting with,licensed contractors,to con- - Plumbing i 75 . 50 struct the project. (Sec. 704.4, Business,arjd Professions -Code:, The Contractor's.Ucense Law does not apply to an owner of property;ivhg builds or improves thereon, and who contracts for S.M.1. 2{ 3� - such'projects with a cbntractor(s) license&oursuant to the Contractor's License -Law.) - 20.00 f ,Irl/1, g I am exempt, under Sec. & P.C. for this reason Gradin . .{% � V - Driveway Enc. .00 Date = Owner Infrastructure 6000.00 _ �1 rt -S JL n Pubi'. 480.53 WORKERS' COMPENSATION DECLARATION' ' I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or.a certified.copy thereof. (Sec. 3800, Labor Code.) Policy No. Company O Copy is filed with the city. ❑.Certified copy is hereby furnished. TOTAL 9454.29 9204.29 CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE p�} �•,.q (This section need not be completed if the permit is for one hundred dollars ($100) valuation' ''a,t'�.i s<x"!�`i$333:t1 +F4t3-#+w'C�!i•}a}« 1�•� or less.) - - I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner -so as to become subject to the Workers' Compensation Laws of California. ' NOTICE TO APPLICANT: If, after making this Certificate of Exemption , you should. become ZONE:- BY: subject to 'the Workers' Compensation provisions of the, Labor Code, you must forthwith. - ti comply with such provisions or this permit shall be deemed revoked. - - Minimum_ Setback Distances: • - Front Setback from Center Line Rear Setback from Rear Prop..Line CONSTRUCTION LENDING AGENCY Side Street Setback,from Center Line I hereby affirm that there is a construction lending agency for the performance of the �. work for which this permit is issued. (Sec. 3097, Civil code.) - Side Setback from Property Line Lender's Name ' Lender's Address •� This is a building permit when properly' filled out, signed and validated, and is subject to FINAL DATE " ` t INSPECTOR expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. • ISSUetj by: Date Permit' I agree to comply with all city and county ordinances and state laws relating to building , construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Validated by: Signature of applicant Date Mailing Address Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES - P 1ST FL. SO. FT. ® $ 2ND FL. SO. Ff. POR. SO. FT. ® GAR. SO. Fr. ® CARP. SQ. Ff. WALL SO. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation R#* ;,e `, /, FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED AS (ROUGH) ,2, Q 2 GAS(ROUGH)f,2,0346 U J LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. Fr. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. Fr. RESID ® 1% c SEWAGE DISPOSAL LUMBER GR. SQ.Fr.GAR ® 3Vic HOUSE SEWER FINAL INSP. 1340 ROOFING q /1 ] L L - GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PLCK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING (UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE R#* ;,e `, /, (�o BONDING HEATING (ROUGH) STORAGE TANK FORMS SERERTIR•R SEPTICTAN14/x ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. AS (ROUGH) ,2, Q 2 GAS(ROUGH)f,2,0346 U J METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE C4 I GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. l l -3 (� FRAMING l;z[ L FINAL INSP. 1340 ROOFING q /1 ] L L - ,(J/ -ii�� r� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING *"—w W eb INSULATIOWSOUND it.Zl -! FINISH GRADING FINAL INSPECTION 3 CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL APN # Tract # Lot # Square Footage 13799 Type of Development 16ingle Family Residence No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered. patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of1.58 X 1 W99 or$ 6,002.42 have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Lizza/Cashier's Telephone Name on the check By James E. Lively Assistant Superintendent, Business Services Fee collected /exempted by Shelley D. Bennett Signature Collector: Attach a copy of county or city plan check.application Embossed Original- Building Dept./Applicant Copy - Applicant/Recei 18331 aivers. RECORDING REQUESTED By MUhVVEALTH LAND TITLE M � AND W149"1119CORDLD MAIL TO Mr. & Mrs. Anthony H. Lizza tAMt 75-140 St. Charles. Unit B Palm Desert, Ca.92260 CITY IL STATE r MAIL TAX ETATEMEM" TO I ' NAME ADOR9EE same as above address,--- CITY & — - - - J Documentary transfer tax .1 )a Computed on full value O Computed on full value 7) �•s ...3.30.1"00............ property conveye liens 8_ttciimhu -. •'�� iva .....:............... Signature of declarant or agent determinlna t ' t'F ..... ...�/! �. 0 Unincorporated area City Of ... v' `: C rant Deed L This form furnished by orange Coast Title Company FOR A VALUABLE. CONSIDERATION, receipt of which is hereby acknowledged, MARGARET F. O' NEILL hereby GRANT(S) to PARC<L. NO ANTHONY H. LIZZA and JOAN R. LIZZA, husband and wife as Joint Tenants= Ci�.y of La 4uinta the following described real property in the O state of California: Riverside county of /0 ��: _n �, t --.as•-sha by. iO on fire' in GOE ESTATES Book 37, pages 96 :.through 99 of Maps, Records of.Riverside County,. Dated . June 29 1992 STATE OFKANSAS GA un signed, a Notary Public in and for said State, personally aPP�r'°d MnrrYarat �' p1Nai 11 personally known to me or proved to me on the basis of satisfactory evidence to �� name(s) is/are subscribed to the within instrument a t �iye that he executed ,the same in tttii autho e �tY(ies) that by his/her/their signature(s) inammul the p t1 4 or the entity upon behalf of which the per IMF sotds) acted exedAg the 4k*ment. = N s �j;•.,. 6 L I C veytJlaft cial seal. K A Signature Title Order No. 8 Y • 1 G y � U Q, O + C CG Q "W U. O 4 JU r 0 _ 1W W cc SPACE ABOVE THIS LINE FORT Documentary transfer tax .1 )a Computed on full value O Computed on full value 7) �•s ...3.30.1"00............ property conveye liens 8_ttciimhu -. •'�� iva .....:............... Signature of declarant or agent determinlna t ' t'F ..... ...�/! �. 0 Unincorporated area City Of ... v' `: C rant Deed L This form furnished by orange Coast Title Company FOR A VALUABLE. CONSIDERATION, receipt of which is hereby acknowledged, MARGARET F. O' NEILL hereby GRANT(S) to PARC<L. NO ANTHONY H. LIZZA and JOAN R. LIZZA, husband and wife as Joint Tenants= Ci�.y of La 4uinta the following described real property in the O state of California: Riverside county of /0 ��: _n �, t --.as•-sha by. iO on fire' in GOE ESTATES Book 37, pages 96 :.through 99 of Maps, Records of.Riverside County,. Dated . June 29 1992 STATE OFKANSAS GA un signed, a Notary Public in and for said State, personally aPP�r'°d MnrrYarat �' p1Nai 11 personally known to me or proved to me on the basis of satisfactory evidence to �� name(s) is/are subscribed to the within instrument a t �iye that he executed ,the same in tttii autho e �tY(ies) that by his/her/their signature(s) inammul the p t1 4 or the entity upon behalf of which the per IMF sotds) acted exedAg the 4k*ment. = N s �j;•.,. 6 L I C veytJlaft cial seal. K A Signature Title Order No. FOR NOTAR(AIaLAL OR STAMP Escrow No. MAIL TAX STATEMENTS AS DIRECTED ABOVE • • 1 FOR NOTAR(AIaLAL OR STAMP Escrow No. MAIL TAX STATEMENTS AS DIRECTED ABOVE Urth- Systems Consultants Southern California Date: November 13, 1992 Client: Tony Lizza P.O. Box 861 La Quinta, CA 92253 79-811 B " Country; ,Club ,Drive Bermuda Dunes, CA 92201 (619) 345-1588 Fax (619) 345-7315 M _ REPORT OF COMPRESSION -TEST Tested In Accordance With ASTM C39 Project: 48-751 San Vicente La Quinta Sample Location: Center Walls At Top of Wall Made By: Joel Nadler Date . Cast : 10-16-92 Date Received: 10-19-92 Supplier: James E Simon Company Ticket No: B4053"2 Time In Mixer: 150 min. Water Added On Jobsite: 40 gal Job No.: S7 -4043-P9 Report No.: 5102 Mix Design: 96 Specified Strength: 3000 PSI GROUT, Admixture: Sika 151 Slump, Inches: 8.0 Air Content, %: Temp of Samples, °F: 820 Unit Wt., PCF: Air Temp. OF ' 780 TEST RESUL Laboratory ,Number 92-2044 92-2045 927-2046 . Date Tested: 10-23-92 11-13-92 Age, Days: 7 28 Hold Size of.Specimen, Inches.: . 3.98X5.61' 3.98X 3.98.X Area, Square Inches: 12.43 12.43 Total Load, Pounds: 35,000 51,500 Strength, PSI: 2,820 4,140 HD 1.41- 1.43 HD Factor .96 .96 Corrected Strength 2,700 I. 3,980 anis is a report of test results only. No opinions guarantees or warranties of the contractor's work -'Is made or Implied. Remarks: Respectfully Submitted, EARTH SYSTEMS CONSULTANTS Copies: 2- Tony Lizza 1 -BD 1 - VTA By. 'g.alrth Systems Consultants Southern California Date: November 13, 1992 Client: Tony Lizza P.O. Box 861 La Quinta, CA 92253 79-811 B Country,_ -Club Drive Beemuda Dunes, CA 92201 (619) 345-1588 Fax (61.9) 345-7315 Job No.: S7 -4043-P9 Report No.: 8102 REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Project: 48-751 San Vicente La Quinta Sample Location: Center Walls At Top of Wall , Made By: Joel Nadler . Date Cast : 10-16-92 Date Received: 10-19-92 Supplier: James E Simon Company Ticket No: B40532 Time In Mixer: 150 min. Water Added On Jobsite: 40 gal Mix Design: 96 Specified Strength: 3000 PSI GROUT Admixture: Sika 151 Slump,' Inches: 8.0 Air Content, %: Temp of Samples, 'F: 820 Unit Wt., PCF: Air Temp. °F:* 78° I1=5T RE5ULTS Laboratory Number 92-2044 92-2045 92-2046 Date Tested: 10-23-92 11-13-92 Age, Days: 7 28 Hold Size of Specimen, Inches: 3.98X5.61 3.98X 3.98X. Area, Square Inches: 12.43 12.43 Total Load, Pounds: 35,000 51,500 Strength, PSI: 2,820 4,140 ' HD 1.41 1.43 - HD Factor .96 .96 '� Corrected Strength 2,700 3,980 '' •; - i ms is a report or test results only. No opinions guarantees or warranties of the contractor's work Is made or Implied. Remarks: Respectfully Submitted, . EARTH SYSTEMS CONSULTANTS Copies: 2 -Tony Lizza 1-gp 1 - VTA B y.. 4❑ ,..earth Systems Consultants Southern California REPORT OF COMPRESSION TEST Tested In Accordance With ASTM 09 Date: October 9, 1992 Client: Tony Lizza P.O. Box 861 La Quinta, CA. 92253 Project: 48 -75'1 -San Vicente 'La Quinta Sample Location: First 60" of Wall Between Living.Room and Bedrooms. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (619) 345-1588 Fax (619)' 345-7315 Job No.: S7 -.40.43-P9 Report. No.: .8065 Made By: Joel Nadler '9271.921 Mix Design: 13 Date Cast.: 10-2-92 Date Tested- Speclfled Strength:. 3000 PSI CONCRETE Date Received: 10-5-92 Admixture: SIKA 151 Supplier: James E. Simon Co. 28 Slump, Inches:. 7.5 'Ticket No: B40059 3.98X8.1 Air Content, %: Time In Miter: Temp of 'Samples, OF: 830Unit Wt., PCF: Water Added On Jobsite: Air Temperature, °F: .900 TEST RESULTS Laboratory Number 92-1920 '9271.921 92=1922 92-1923 Date Tested- 10=9-92 1.0-30-92 10-30-92 Age, Days: 7 28 28 Hold Size of Specimen -,.Inches: 3.98X8.1 Area, Square Inches:. 12.43 Total Load, Pounds: 25,000 Strength, PSI: 2,010 This Is a report of test results only. No opinions guarantees or warranties of the 'contractor's •work Is made or implied. Remarks: Respectfully Submitted, EARTH SYSTEMS CONSULTANTS /117 Copies: 2 -Tony Lizza 1 -BD By: . 1 - VTA rth - Systems Consultants 'Southern California Date: November 10, 1992 Client: Tony Lizza P.O. Box 861 La Quinta, CA 92253 REPORT .OF .COMPRESSION TEST Tested In Accordance With ASTM 09 Project: 48-751 San Vicente La Quinta Sample Location: First 5'0" of Wall Between Living Room=and Bedrooms. Made By: Joel Nadler Date Cast : 10-2-92 Date Received: 10-5-92 Supplier: 10-30-92 James E. Simon Co. Ticket No: B40059 Time In Mixer: 28 Water Added On Jobsite: .79-811B Country..CLub Qrive Bermuda Dunes, CA 92201 (619) 345-1588 Fax (619) 345-7315 Job No.: S7 -4043-P9 Report No.: 8065 Mix Design: 13 Specified Strength: 3000 PSI CONCRETE Admixture: SIKA 151 Slump, Inches: 7.5 Air. Content, %: Temp of Samples, °F: 830 Unit Wt., PCF: Air Temp. °F: 900 EST RESULTS Laboratory. Number 92-1920 92-1921 92-1922 Date Tested: 10-9-92 11-27-92 10-30-92 Age, Days: 7 56 28 Size of Specimen,. Inches: 3.98X8.1 3.98X7.60 3.98X7.10 ' Area, Square Inches: 12.43 12.43 Total Load, Pounds: 25,000 30,000 Strength, PSI: 2,010 2,410 HD 2.04 1.78 HD Factor 1.0 .98 Corrected Strength 2,010 2,370 This. Is a report of test results only. No opinions guarantees or warranties of the contractor's work Is made or Implied. Remarks: Respectfully Submitted, EARTH SYSTEMS .CONSULTANTS. Copies: 2 -Tony Lizza 1 -BD By 1-VTA 0 TITLE 24 REPORT FOR: LIZZA RESIDENCE LOT 10, LA QUINTA GOLF ESTATES # 1 LA QUINTA, CA. PROJECT DESIGNER: WILLIAM E. SEXTON, ARCHITECT P.O.BOX 2615 PALM DESERT, CA. (619) 773-9317 OWNER: MR. & MRS. ANTHONY H. LIZZA REPORT PREPARED BY: KROWN MECHANICAL DESIGN 74170 HWY. 111, SUITE 2 PALM DESERT. CA. 92260 (619) 773-2623 (FAX 773-26241). Job Number: 9261 Date: 7/2/1992 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards *"for Nonresidential Occupancies. Second Generation Residential Occupancies .shown to comply with this program conform to the results produced by the Public Domain Point System, developed by the California Energy Commission. This program developed by Gabel Dodd Associates (415) 428-0803. Table Of Contents for Title 24 Report ---------------------------------- Ae.-Cover Page ...................... •...... .. 1 Table of Contents ........ 2 Form CF-1R Certificate of Compliance: Residential ................... 3 Form MF-1R Mandatory Measures.Checklist: Residential ............... 6 Form P-2R Point System Summary ........... ......... ....... 8 Form CF-3 Construction Assemblies ............ 9 Domestic Hot Water Worksheet .. .... .................. 15 HVAC Zone & Space Loads Summary ......... ................. ........... 16 MVAC Equipment Certifications .. ............... .................. 25 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Location: Indio Date: 7/2/1992 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ------------------------------------------------------------------ ------ PROJECT ADDRESS Job #: 9261 LOT 10, LA QUINTA GOLF ESTATES # 1 LA QUINTA, CA. GENERAL INFORMATION Compliance Method: Point System Climate Zone: 15 Total Conditioned Floor Area: 3799 sgft Building Occupancy: Single Fam Det. Front Entry Orientation: North Number of Dwelling Units: 1 Floor Construction Type: Slab Infiltration Control: Standard BUILDING SHELL INSULATION Component Area U -Value Location/Comments --------- 10" RASTRA WALL ---- 1022 ------- 0.0407 ------------------------------------ BEDROOM ZONE 10" RASTRA WALL 982 0.0407 GRAND HALL ZONE RASTRA WALL 961 0.0407 KIT/DEN/UTIL ZONE .10" RASTRA PARTITION 478 0.0407 KIT/DEN/UTIL ZONE Bu/Air/R-38/Gyp Clg 1185 0.0237 BEDROOM ZONE Bu/Air/R-38/Gyp Clg 1080 0.0237 GRAND HALL ZONE Bu/Air/R-38/Gyp Clg 1530 0.0237 KIT/DEN/UTIL ZONE Carpeted Slab 1185 0.7200 BEDROOM ZONE/Insul= R-0.0 Carpeted Slab 1080 0.7200 GRAND HALL ZONE/Insul= R-0.0 Carpeted Slab 1534 0.7200 KIT/DEN/UTIL ZONE/Insul= R-0.0 THERMAL MASS Thick Mass Material ---------------------- Area (in) Type Location/Description Concrete, Heavyweight ---- 1185 ------------ ------------------------------ 3.500 Covered BEDROOM ZONE/Int Mass Concrete, Heavyweight 1185 4.000 Exposed BEDROOM ZONE/Int Mass Concrete, Heavyweight 1080 3.500 Covered GRAND HALL ZONE/Int Mass Concrete, Heavyweight 1534 3.500 Covered KIT/DEN/.UTIL ZONE/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit No i Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- GLAZING Glass w/Int Location Orient Area Type U -Val SC Shade Description --------- ------ ----- ------ ----- ----- ----- ----------------------- BEDROOM ZONE Single/Nonwhite Location Exterior Device SC --------- ------------------------ .BEDROOM ZONE North 43.2 Single 1.10 1.00 East 41.5 Single 1.10 1.00 South 48.0 Single 1..10 1.00 GRAND HALL ZONE 1.00 None 1.00 50 % Bug Screen North 96.0 Single 1.10 1.00 South 96.0 Single 1.10 1.00 KIT/DEN/UTIL ZONE 0.0 Metal w/o Mullions North 12.0 Single 1.10 1.00 North 43.2 Single 1.10 1.00 South 48.0 Single 1.10 1.00 South 9.0 Single 1.10 1.00 Skylt 4.0 Single 0.70 0.63 SHADING (for Glazing above) Single/Nonwhite Location Exterior Device SC --------- ------------------------ .BEDROOM ZONE ---- None 1.00 None 1.00 50 % Bug Screen 0.84 GRAND HALL ZONE Single/NonWhite None 1.00 None 1.00 KIT/DEN/UTIL ZONE Single/NonWhite None 1.00 None 1.00 50 % Bug Screen 0.84 None 1.00 None 1.00 • Over hang 0.91 Single/Nonwhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single/NonWhite Drapes 0.91 Single%NonWhite Drapes 0.91 Single/N'onWhite Drapes 0.63 Dual Med. Wht. Skylight Framing Type ----------------------- 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0. Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions 0.0 Metal w/o Mullions CERTIFICATE OF --------------------------------------------------------------------------- COMPLIANCE: Residential (part. 3 of 3) CF -1R page 5 of 26 Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Location: Indio Date: 7/2/1992 Do,cumentation: KROWN MECHANICAL DESIGN -------------------------------------------------------- Building Permit No Checked By Date (User # 2366) -------------------- HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No. System Type Efficiency (Btuh) Location RVal (or approved equal) --------------------- ---------------------- ---- ----------------------- Gas Fired 0.732 SE 37000 Vent. Attic Space 5.2 Lennox GCS16-411-50 Air Cond 9.700 SEER 34400 Vent. Attic Space Lennox GCS16-411-50 Gas Fired 0.727 SE 58000 Vent. Attic Space 5.2 Lennox GCS16-511-75 Air Cond 9.700 SEER 46500 Vent. Attic Space Lennox GCS16-511-75 Gas Fired 0.732 SE 37000 Vent. Attic Space 5.2 Lennox GCS16-411-50 Air Cond 9.700 SEER 34400 Vent. Attic Space Lennox GCS16-411-SO Zone Furnace Max: 1.3 x [ 23039 Btuh + (10 x 1185 sgft).] = 45356 Btuh Zone Furnace Max: 1.3 x [ 25805 Btuh + (10 x 1080 sgft)] = 47587 Btuh Zone Furnace Max: 1.3 x [ 28515 Btuh + (10 x 1534 sgft)] = 57012 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy R-12 System Type Volume (or approved equal) Sys Credits Blanket ------------------- ----------------------------- ----- ------- ------- Gas Fired 50.0 Std Gas 50 (2 W/1 PUMP) 2 0 Y 16SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) A Zonally Controlled HVAC System which meets CEC criteria has been assumed A DHW System utilizing pump energy has been modelled (see DHW worksheet) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks-section. DESIGNER WILLIAM E. SEXTON, ARCHITECT P.O.BOX 2615 PALM DESERT, CA. (619) 773-9317 License No: • Pco Signed: AV7 9 Z t1l -V 4/' ((Dat ) DOCUMENTAT N AUTHOR KROWN MECHANICAL DESIGN 74170 HWY. 111, SUITE 2 PALM DESERT, CA. 92260 (619) �77 (FAX 773-2624) 6 3 -��i�� BUILDING OWNER MR. & MRS. ANTHONY H. LIZZA Sig ENFORCEMENT Name- Agency: Telephone:_ Q; ---A - e 9y MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT *Location: Indio Date: 7/2/1992 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 2-5352(a): Minimum ceiling insulation R-19 weighted average. * o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). ISO Sec. 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all .joints and penetrations caulked and sealed. o Sec. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. o Sec. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door * b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY --------------------------------------------------------------------------- MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 26 Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Location: Indio Date: 7/2/1992 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- HVAC AND PLUMBING SYSTEM MEASURES o Sec. 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(1): Water heater insulation blanket (R-12 or greater) for storage & backup tanks for solar water heating systems; first 5 feet of pipes closest to 'tank insulated (R-3 or greater). o Sec. 2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. o Sec. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. S. Directional water inlet. - LIGHTING AND APPLIANCE MEASURES o Sec. 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Enforcement POINTS SYSTEM SUMMARY: CLIMATE ZONE 15 P -2R page 8"of 26 ----------------------------------------------------- --------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Building Permit No Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN, ; Date (User # 2366) ---------------------------------------------------------------------------- BUILDING DATA ------------- Conditioned Floor Area 3799 sgft Occupancy Type Single Fam Det SCORE CARD ------------------------- Measure 1. Roof Insulation ------- 0.0237 2. Wall Insulation 0.0407 3. Raised Floor Insulation 0.0000 3a. Controlled Vent Crawlspace 0.0 4. Slab Edge Insulation 0.7200 S. Infiltration Standard 6. Glass Heat Loss 7. Shade Open Area a. North 194.4 b. East 41.5 c. South 201.0 d. West 0.0 e. Skylight 4.0 Number of Stories 1 (U -Value) (U -Value) (U -Value) ' (R -Value) (f2 factor)_; 8. Shade Closed Area % Glass SC OH ------------ ---- --- a. North, 194.4 5.1 x 0.80 = b. East 41.5 1.1 x 0.80 x 1.00 = c. South 201.0 5.3 x 0.79 x 1.00 d. West 0.0 0.0 x 0.00 x 0.00 = e. Skylight 4.0 0.1 x 0.55 _ 9. Interior Thermal Mass 3.27 10. Exterior Wall Mass 0.00 11. Heating System 0.731 SE x 0.83 Duct Eff = Zonal Control: Yes 12. Cooling System 9.700 SEER x 0.82.Duct Eff 13. Water Heating (see DHW Worksheet) Eff 4.5 1 .0' 4.5 0.0 0.1 Eff % 4.1 0.9 4.2 0.0 0.1 Points 3 n- 1 1 0 -6 Sum 1-6 -2 0 0 -1 0 -2 1 -13 6 0 2 0 Sum 7-10 0.61 Eff SE 7.95 Eff SEER Point Total: 0 -9 1 21 10 1.10. 11.6% Glass SC OH 5.1 x 0.88 = 1.1 x 0.88 x 1.00 = 5.3 x 0.85 'x 1.00 = 0.0 x 0.00 x 0.00 = 0.1 x 0.55 = 8. Shade Closed Area % Glass SC OH ------------ ---- --- a. North, 194.4 5.1 x 0.80 = b. East 41.5 1.1 x 0.80 x 1.00 = c. South 201.0 5.3 x 0.79 x 1.00 d. West 0.0 0.0 x 0.00 x 0.00 = e. Skylight 4.0 0.1 x 0.55 _ 9. Interior Thermal Mass 3.27 10. Exterior Wall Mass 0.00 11. Heating System 0.731 SE x 0.83 Duct Eff = Zonal Control: Yes 12. Cooling System 9.700 SEER x 0.82.Duct Eff 13. Water Heating (see DHW Worksheet) Eff 4.5 1 .0' 4.5 0.0 0.1 Eff % 4.1 0.9 4.2 0.0 0.1 Points 3 n- 1 1 0 -6 Sum 1-6 -2 0 0 -1 0 -2 1 -13 6 0 2 0 Sum 7-10 0.61 Eff SE 7.95 Eff SEER Point Total: 0 -9 1 21 10 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page`9-of"26 Project: LIZZA RESIDENCE ;Y{ 71 ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit'.No I i Location: Indio Date: 7/2/19.92 Checked By Documentation: KROWN MECHANICAL DESIGN,•- �• ; Date (User # 2366) ------------------------------ Assembly Name: RASTRA PARTITION r Assembly Type: Wall a Assembly Tilt: 90 deg (Vertical), , Th.. '. R-Value1 -Construction Components ----------------------------------------- Fr ., (in) r Summer Winter Outside Air Film`s r •' 0.25'. 0:17 1. RASTRA WALL - 10.000 23'.71 23:•71 2. 3. 4 6. 7. 9 Inside Air Film 0.68 - 0.68 -------------------------------------------------------------------------- • ' .. Total ' 24.64 24.56 Framing Percentage: 0.0 0 Framing Material: NONE ' ----------------------------'._ uK.•! '' • n •. ` L. .' ~ OVERALL VALUES ADJUSTED -FOR FRAMING R -Value 24.64 24.56 ------------------------------- U -Value,•, .0.0406 0.0407 Sketch of Construction Assembly Absorptivity: - 0.20 ' . r Roughness: Concrete, Asph. Shingles, Weight: 58.3 lb/sgf.t;�� .. :,. ... Heat Capacity: 12.83 .. ,CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page l0 of 26 ---------------------------------------------------------------------------- Project: LIZZA RESIDENCE COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit No O -Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- Assembly Name: 10" RASTRA WALL Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Th R -Value Construction Components Fr (in) Summer Winter ---- -------------------------- Outside Air Film 0.25 0.17 1. RASTRA WALL 10.000 23.71 23.71 2. - 3. 4. S. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- • Total 24.64 24.56 Framing Percentage: 0.0 Framing Material: NONE ------------------------------- OVERALL VALUES ADJUSTED FOR FRAMING R -Value 24.64 24. S6 1------------------------------ U -Value 0.0406 0..0407 Sketch of Construction Assembly Absorptivity: 0.70 ,Roughness: Concrete, Asph. Shingles Weight: 58.3 lb/sgft " Heat Capacity: 12.83 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 11 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Location: Indio Date: 7/2/1992 Building Permit No Checked"By Documentation: KROWN MECHANICAL DESIGN Date (User # 2366) ----------------------------------------------------------------------- --- Assembly Name: Bu/Air/R-38/Gyp Clg Assembly Type: Roof Assembly Tilt: 0 deg (Horizontal Roof) Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch ------------------------------- Calculation for Framing Adjustment. Summer U -Value 0.024.0 x 0.90 + 0.0190 x 0.10 = 0.0235 Winter U -Value 0.0242 x 0.90 + 0.0191 x 0.10-= 0.0237 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 WWRoughness: Concrete, Asph. Shingles eight: 10.1 lb/sgft'. Heat Capacity: 3.28 R -Value 42.61 42.16 U -Value 0.0235 0.0237 Th R -Value Construction Components --------------------------------------------------------------------------- Fr (in) Summer Winter Outside Air Film 0.25 0.17 1. Roofing, Built -Up 0.375 0.33 0.33 2. Plywood 0.625 0.78 0.78 3. Air Space * 12.000 1.00 0.93 4. Insulation, Mineral Fiber, R-38 11.500 38.00 38.00 S. Gypsum or Plaster Board 0.500 0.45 0.45 6. 7. 8. 9. Inside Air Film 0.92 0.61 --------------------------------------------------------------------------- Total 41.73 41.27 Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch ------------------------------- Calculation for Framing Adjustment. Summer U -Value 0.024.0 x 0.90 + 0.0190 x 0.10 = 0.0235 Winter U -Value 0.0242 x 0.90 + 0.0191 x 0.10-= 0.0237 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 WWRoughness: Concrete, Asph. Shingles eight: 10.1 lb/sgft'. Heat Capacity: 3.28 R -Value 42.61 42.16 U -Value 0.0235 0.0237 CONSTRUCTION ASSEMBLY COMPLIANCE FORM I CF-3 page'. '12 ofr-26. ------------------------------------------------------------------------=--• Project: LIZZA RESIDENCE a ; COMPLY, 24 _,''Fv 3:20 - I Designer: WILLIAM E. SEXTON. ARCHITECT ; Building Permit=NoY Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ,_;s'- Date (User-#'2366) ------------------------------�.-------------------------- ----- Assembly Name: Carpeted Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor)'' , + Th R-Value Construction Components Fr (in):' Summer. Winter a -r ------ --- -,- - Outside Air Film 0.25 0.17 1.. Concrete, 140 lb, Not Dried3:500 0.:28. 0.28 2. Flooring, Carpet and Fibrous Pad. 0.250" 2.08 2.08 3.7. Y 4. 6. 8. v. 9. f Inside Air Film 0.61' 0.92 ------------------------------------------ --------' Total-- 3.22--. -3.45 Framing Percentage: 0.0 Framing Material: NONE --------------- --------------- t 'OVERALL VALUES ADJUSTED'FOR FRAMING R-Value 3.22' .3.45 I I f -------------------------------- �U-Value 0.3106 .0.2899 Sketch of Construction Assembly Absorptivity. 0.70 Roughness: Concrete, Asph. Shingles, Weight: 40:9 lb/sgft Heat Capacity. CONSTRUCTION ASSEMBLY COMPLIANCE FORM. CF -3 page 13 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT * Location: Indio Date: 7/2/1992 • 11 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- Assembly Name: Single/NonWhite Drapes Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. CEC Single Glazing 0.125 0.06 0.06 2. 3. 4. S. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Framing Percentage: 0.0 Framina Material: NONE ------------------------------- Sketch of Construction Assembly Winter Shading Coefficient: 1.00 Summer Shading Coefficient: 0.91 Total 0.99 0.91 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 0.99 0.91 U -Value 1.0110 11000 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 14 of 26 ---------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT i Building Permit"No 0 Location: Indio Date: .7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- Assembly Name: Dual Med. Wht. Skylight Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter Outside Air Film 0.25 0.17 1. Bristolite Dual Skylight 1.000 1.07 0.58 2. 3. 4. S. _ 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- e Framing Percentage: 0.0 Framing Material: NONE ------------------------------- Sketch of Construction Assembly Winter Shading Coefficient: 0.63 Summer Shading Coefficient: 0.63 Total .2.00 1.43 DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 15 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE COMPLY 24 v 3.20 Desianer: WILLIAM E. SEXTON, ARCHITECT Location: Indio Date: 7/2/1992 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ---------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE 2 Manufacturer & 3 Model number Std Gas 50 (2 W/1 PUMP) 4 Ignition device GP GP, gas pilot or IID, int. ignition device 5 Tank volume 50.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 76.0 Percent from CEC Appliance Directory 7 Standby loss 3.1 Percent/hour, from CEC Appliance Directory 8 Rated input 55000 Btu/hr, from CEC Appliance Directory (1 kWh = 3413 Btu) 9 Number of Heaters 2 From building plans (total) 10 Insulation Jacket Y (Y/N) R-12 insulating .jacket on the plans B OPERATING DATA ----------------------------------------------------7---------------------- 1 Climate Zone 1S See Appendix D 2 Water heating budget 18700 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 70.0 F. see Table 1 5 Daily hot water load SO 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. 72.6 F. see Table 1 7 Adj Standby Losses 0.0205 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 2 From building plans 10 Pumping energy 372300.0 Watt-hr/yr.per Pump, see Table 3 C WATER HEATING ENERGY CREDITS 1 Credit name See Table 5 2 Annual savinas KRtii/vr/rwimI 1 i nn iini t ccc Tahl o D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) .--------------------------------------------------------------------------- 1 Recovery load 10539.4 {[B5 x 8.25 x(140-B4)x 365 x 0.0011-C21x B8 2 Recovery energy 13867.6 D1 / A6. 3 Standby loss energy 9822.6 f24 - [(D2 x 1000)/(A8 x A9 x 365)1) x 8.25 x A5 x 67 x 365 x (140-86) x 0.001 x A9 4 Pumping energy 7624.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 31314.2 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: ([(D2 + D3) x 3] + D4) / 88 6 Water heating budget comparison 12614.2 KBtu/yr/unit B2 - D5 7 Water heating budget -6.6 Points (D6 / Floor Area) x 2 x B8 HVAC ZONE HEATING & COOLING LOAD SUMMARY page 16 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT iLocation: Indio Date: 7/2/1992 0 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) _-------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heatina Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ------------------------ ---- BEDROOM ZONE (Jan 12am) TOTAL SPACE LOAD Supply Duct Conduction Supply Duct Leakage Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Fan Motor Heat Gain TOTAL SYSTEM LOAD HEATING 22555 22555 1128 451 0 241 483 -1819 23039 FAU/CU-1 Lennox GCS16-411-50 Lennox GCS16-411-50 1 Residential Heating Residential Cooling Residential HVAC « Fans COINCIDENT 50 COOLING PEAK SENSIBLE LATENT (Aug 2pm) 21619 533 21619 533 1081 432 11 0 cfm ) O -0 0 231 463 11 1819 25645 555 SYSTEM OUTPUT AT DESIGN CONDITIONS 37000 25603 5380 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment' which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY --------------------------------------------------------------------------- bane 1-7 of:26• Pro.iect: LIZZA RESIDENCE ; COMPLY 24" x;,3::,20, Desi•ciner: WILLIAM E. SEXTON, ARCHITECT Building Permit No, Location: Indio Date: 7/2/1992 Checked. By Documentation: KROWN MECHANICAL DESIGN ---------------------------------------------------------------------------- ; Date (User # 2366) Space Name: BEDROOM ZONE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction Area U -Value TD Btu/hr 10" RASTRA.WALL 1022.3 x 0.0407 x 41.0 _ 1707 Sinqle/NonWhite Drapes 132.7 x 1.1000 x'41.0 = 5985 Bu/Air/R-38/Gyp Clg 1185.0 x 0.0237 x 41.0 = 1153 Carpeted Slab Perim = 115.5 x 43 = 4967 Infiltration: 1.00 x 0.018 x 1185 sqft x10.0 ft x 1.00 AC x 41.0 = 8745 TOTAL HOURLY HEAT LOSS FOR SPACE 22555 SUPPLY AIR QUANTITY Heating: 22555 Btu/hr / [1.10 * C105 _ F Supply- 65 F TStat = )1 513 cf m RESIDENTIAL SPACE COOLING LOAD SUMMARY page 18.of 26 ---------------------------------------------------------------------- ---- Project: LIZZA RESIDENCE COMPLY 24 v3-.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit No Location: Indio Date: 7/2/1992 Checked By Documentation: KROWN MECHANICAL DESIGN ; Date -(User # 23661) ---------------------------------------------------------------------- Space Name: BEDROOM ZONE Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112,F Design Temperature Difference: 34 F Conduction------------- Area U -Value DETD Btu/hr 10" RASTRA WALL 1022.3 x 0.0406 x 22.3 = 925 Single/Nonwhite Drapes 132.7 x 1.0110 x 34.0 = 4561 Bu/Air/R-38/Gyp Clg 1185.0 x 0.0235 x 50.0 = 1390 Infiltration: 1.00 x 0.018 x 1185 sgft x10.0 ft x 1.00 AC x 34.0 = 7252 Shaded Unshaded Solar Gain ----------------------- Orient. Area SGF Area SGF SC Btu/hr Single/NonWhite --------- Drapes North ( ---- --- 0.0 x 1S + ---- --- 43.2 x 1S] ---- x 0.80 ------ = S19 Single/NonWhite Drapes East [ 0.0 x 15 + 41.5 x 73] x 0.80 = .2426 Single/NonWhite Drapes South 0.0 x 15 + 48.0 x 32] x 0.77 = 1181 Internal Gain ----------------------- Op Frac. Area Heat Gain Conv. Btu/hr Lighting -------- 1.00 ------ x 1185.0 --------- x O.SOO x ----- 3.413 = ------ 2022 Equipment 1.00 x 1185.0 x 0.200 x 3.413 = 809 Occupants 1.00 x 1185.0 x 225 / S00 = S33 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 21619 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 1185.0 x 0.000 x 3.413 = 0 Occupants 1.00 x 1185.0 x 22S / 500 = 333 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE S33 SUPPLY AIR QUANTITY ------------------- Cooling: 21619 Btu/hr / [1.08 * ( 78 F TStat - S5 F Supply)] = 870 cfm • HVAC ZONE HEATING & COOLING LOAD SUMMARY page 19 of 26 ---------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit No Location: Indio Date: 7/2/1992 Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heatina Schedule: Coolina Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ------------------------ ---- GRAND HALL ZONE (Jan 12am) TOTAL SPACE LOAD ,Supply Duct Conduction Supply Duct Leakage Ventilation ( 0 cfm) Return Air Liahtina Gain Return Duct Conduction Return Duct Leakage Fan Motor Heat Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 25821 25821 1291 516 0 276 553 -2652 25805 58000 FAU/CU-2 Lennox GCS16-511-75 Lennox GCS16-511-75 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 0 37629 4252 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment' which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC.contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. U COOLING PEAK SENSIBLE LATENT (Aug 2pm) 26011 486 26011 486 1301 520 10 0 cfm) 0 -0 0 278 557 10 2652 31319 506 37629 4252 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment' which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC.contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. U RESIDENTIAL SPACE HEATING LOAD SUMMARY page 20 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT Building Permit No i Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- Space Name: GRAND HALL ZONE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction 10" RASTRA WALL Single/NonWhite Drapes Bu/Air/R-38/Gyp Clg Carpeted Slab Infiltration: 1.00 x 0.018 x Area ------ U -Value ------- TD Btu/hr 982.0 x 0.0407 ---- x 41.0 ------ = 1639 192.0 x 1.1000 x 41.0 = 8659 1080.0 x 0.0237 x 41.0 = 1050 Perim 1 40.0 x 43 = 1720 1080 sgft x16.0rft x 1.00 AC x 41.0 = 12753 TOTAL HOURLY HEAT LOSS FOR SPACE 25821 SUPPLY AIR QUANTITY Heating 25821 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 0 587 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 21 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 i Designer: WILLIAM E. SEXTON. ARCHITECT ; Building Permit No sLocation: Indio Date: 7/2/1992 Documentation: KROWN MECHANICAL DESIGN -------------------------------------------------------- Checked By Date (User # 2366) -------------------- Space Name: GRAND HALL ZONE Design Indoor Dry Bulb Temperature: Op Frac. 78 F Unshaded Desian Outdoor Summer Dry Bulb Temperature: Solar Gain ----------------------- 112 F Area SGF Design Temperature Difference: SC Btu/hr 34 F --------- North ( Conduction ------------------- Area U -Value DETD Btu/hr 10" RASTRA WALL ------ 982.0 ------- x 0.0406 ---- x 22.3 = ------ 889 Single/NonWhite Drapes 192.0 x 1.0110 x 34.0 = 6600 Bu/Air/R-38/Gyp Cla 1080.0 x 0.0235 x 50.0 = 1267 Infiltration: 1.00 x 0.018 x 1080 sqft x16.0 ft x 1.00 AC x 34.0 = .10575 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 26011. Latent Gain Op Frac. Shaded Unshaded Btu/hr Equipment Solar Gain ----------------------- Orient. Area SGF Area SGF SC Btu/hr Single/NonWhite Drapes --------- North ( ---- --- 0.0 x 15 ---- --- + 96.0 x 15] ---- x 0.80 ------ = 1153 Single/NonWhite Drapes South ( 0.0 x 15 + 96.0 x 321 x 0.80 = 2460 Internal Gain -------- ----- ---------- Op Frac. Area Heat Gain Conv. Btu hr Lighting -- ----- 1.00 ------ x 1080.0 --------- x 0.500 x ----- 3.413 = ------ 1843 Equipment 1.00 x 1080.0 x 0.200 x 3.413 = 737 Occupants 1.00 x 1080.0 x 225 / 500 = 486 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 26011. Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 1080.0 x 0.000' x 3.413 = 0 Occupants 1.00 x 1080.0 x 225 / 500 = 486 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 486 SUPPLY AIR QUANTITY Cooling: 26011 Btu/hr / [1.08 ( 78 F TStat - 55 F Supply)] = 1047 cfm • HVAC ZONE HEATING & COOLING LOAD SUMMARY page 22 of,26 __-------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Desianer: WILLIAM E. SEXTON, ARCHITECT 0 Location: Indio Date: 7/2/1992 Buildinq Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heatina Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ------------------------ ---- KIT/DEN/UTIL ZONE (Jan 12am) TOTAL SPACE LOAD ,Supply Duct Conduction Supply Duct Leakage Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakaae Fan Motor Heat Gain r� TOTAL SYSTEM LOAD FAU/CU-3 Lennox GCS16-41.1-50 Lennox GCS16-411-50 1. Residential Heatina Residential Cooling Residential HVAC & Fans COINCIDENT 50 0 SYSTEM OUTPUT AT DESIGN CONDITIONS 37000 25603 5380 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment' which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. COOLING HEATING ------- PEAK SENSIBLE LATENT 27524 ------- ---- (Aug 2pm) -------- 23177 ------ 690 27524 -------- 23177 ------ 690 1376 1159 550 464 14 0 ( 0 cfm) 0 -0 0 295 248 589 496 14. -1819 1819 28515 27362 718 SYSTEM OUTPUT AT DESIGN CONDITIONS 37000 25603 5380 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment' which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY page 23 of .26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE ; COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON, ARCHITECT ; Building Permit No i Location: Indio Date: 7/2/1992 ; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ----------------------------------------- ------------------------------------ Space Name: KIT/DEN/UTIL ZONE Design Indoor Dry Bulb Temperature: 70 F Desian Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F, Conduction Area U -Value TD Btu/hr 10" RASTRA WALL RASTRA PARTITION Single/Nonwhite Drapes Bu/Air/R-38/Gyp Cla Dual Med. Wht. Skylight Carpeted Slab Infiltration: 1.00 x 0.018 x 960.8 x 0.0407 x 41.0 = 1604 478.0 x 0.0407 x 41.0 = 798 112,2 x 1.1000 x 41.0 = 5060 1530.0 x 0.0237 x 41.0 = 1488 4.0 x 0.6998 x 41.0 - 115 Perim = 166.0 .x 43 = 7138 1534 sgft x10.0 ft x 1.00 AC x 41.0 = 11321 TOTAL HOURLY HEAT LOSS FOR SPACE 27524 SUPPLY AIR QUANTITY -------------------- Heating: 27524 Btu/hr / (1.10 * (105 F Supply - 6S F TStat)] 626 cfm • RESIDENTIAL SPACE COOLING LOAD SUMMARY page 24 of 26 --------------------------------------------------------------------------- Project: LIZZA RESIDENCE COMPLY 24 v 3.20 Designer: WILLIAM E. SEXTON. ARCHITECT is Location: Indio Date: 7/2/1992 Documentation: KROWN MECHANICAL DESIGN -------------------------------------------------------- Building Permit No Checked By Date (User # 2366) ------------------- Space Name: KIT/DEN/UTIL ZONE Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr 10" RASTRA WALL 960.8 x 0.0406 x 22.3 = 870 RASTRA PARTITION 478.0 x 0.0406 x 22.3 = 433 Single/Nonwhite Drapes 112.2 x 1.0110 x 34.0 = 3857 Bu/Air/R-38/Gyp Clg 1530.0 x 0.0235 x 50.0 = 1795 Dual Med. Wht. Skylight 4.0 x 0.5000 x 34.0 = 68 Infiltration: 1.00 x 0.018 x 1534 sqft x10.0 ft x 1.00 AC x 34.0 = 9388 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC Btu/hr ----------------------- Single/Nonwhite Drapes --------- North G ---- --- 0.0 x 15.+ ---- --- 12.0 x 15] ---- x 0.80 ------ = 144 Single/Nonwhite Drapes North E 0.0 x 15 + 43.2 x 15] x 0.80 = 519 Single/Nonwhite Drapes South ( 0.0 x 15 + 48.0 x 321 x 0.77 = 1181 Single/NonWhite Drapes South 0.0 x 15 + 9.0 x 321 x 0.80 = 231 Dual Med. Wht. Skylight Skylight (. 0.0 x 15 + 4.0 x1521 x 0.55 = 337 Internal Gain ----------------------- Op Frac. -------- Area Heat Gain Conv. Btu/hr Lighting 1.00 ------ x 1534.0 --------- x 0.500 x ----- 3.413 ------ = 2618 Equipment 1.00 x 1534.0 x 0.200 x 3.413 - 1047 Occupants 1.00 x 1534.0 x 225 / 500 = 690 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 23177 Latent Gain ----------------------- Op Frac. Area Heat Gain Conv. Btu/hr Equipment -------- 1.00 ------ x 1534.0 --------- x 0.000 x ----- 3.413 ------ = 0 Occupants 1.00 x 1534.0 x 225 / 500 = 690 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 690 SUPPLY AIR QUANTITY ------------------- Cooling: 23177 Btu/hr / (1.08 * ( 78 F TStat - 55 F Supply).] = 933 cfm 0 FEBRUARY 22, 1990 GAS FAN -TYPE CENTRAL FURNACES Brand Name: LENNOX PAGE 73 ----------------------------------------------------------------------------------------------------------------------------------- D E S C R I P T I O N O F M 0 D E L 79/80 STDS _1982/1984 STANDARDS ----------------------------------------------------------------------------------------------------------------------------------- : Types :DOE: Air Flow :Rated ' :Rated :Rated :Steady:Standby:Annual :Annual:Annual :Total :Sea.: : M 0 D E L :-------:Sys:---------------:Cooling :Input :Output :State :(WATTS):Fuel :Fuel :Aux.Elec.:Annual :Eff.: :U F C:Num: D :Cap. at .5":Capacity:(BTUH) :(BTUH) :Eft. :Energy :Util. :Energy to:Auxiliary:(%) N U M B E R :n u o: i :W.C. (CFM) :(BTUH) :(%) :Consum.:Eff. :Heated :Electric :i a m: r :-----------: : :(KBTU) :(%) :Space :Energy :t 1 b: High: Low: :(KWH) :(KWH) ----------------------------------------------------------------------------------------------------------------------------------- G2003X-75- N G 1 10 U 1255 735 75000 59000 79.2 5 67700 80.0 556 595 76.0 G20Q4/5E-125- N G 1 10 U 2310 1390 125000 97000 78.4 5 115960 80.0 975 1014 76.1 G2004/5X-125- N G 1 10 U 2310 1390 125000 97000 78.4 5 115960 80.0 975 1014 76.1 G2004X-75- N G 1 10 U 1660 1045 75000 60000 79.9 5 76764 80.0 777 816 75.3 G2005/6E-100- N G 1 10 U 2385 1540 100000 78000 78.9 5 95627 80.0 1048 1087 75.0 G2005/6E-150- N G 1 10 U 2390 1420 150000 116000 78.8 5 134679 80.0 1280 1319 75.7 G2005/6X-100- N G 1 10 U 2385 1540 100000 78000 78.9 5 95627 80.0 1048 1087 75.0 G2005/6X-150- N G 1 10 U 2390 1420 150000 116000 78.8 5 134679 80.0 1280 1319 75.7 GCS11-2753-350A W G 2 10 H 10000 7600 240000 350000 288652 83.0 20 244500 81.5 2620 2781 76.3 GCS16-1353-270-1G W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-1Y W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-2G W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-2Y W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-3G W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-3Y W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-4G W G 2 10 H 5200 3600 119000 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1353-270-4Y W G 2 10 H 5200 3600 119000 270000 216297, 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1603-270-2G W G 2 10 H 5600 4000 144000' 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1603-270-2Y W G 2 10 H 5600 4000 144000' 270000 216297 80.6 20 256004 78.5 1950 2098 74.8 GCS16-1853-235-1G W G 2 10 H 7400 6000 178000 235000 188000 80.0 10 209017 78.8 33GI 3439 72.1 GCS16-1853-235-1Y W G 2 10 H 7400 6000 178000 235000 188000 80.0 10 209017 78.8 3361 3439 72.1 GCS16-1853-330-IG W G 2 10 H 7500 6000 178000 330000 257400 78.0 10 262314 .76.1 2516 2596 72.1 GCS16-1853-330-1Y W G 2 10 H 7500 6000 178000 330000 257400 78.0 10 262314 76.1 25.16 2596 72.1 GCS16-411-100-1P W G 2 10 H 1420 1230 34400 100000 77000 79..0 5 97641 79.7 661 700 76.4 GCS16-411-100-1P W L 2 '10 H 1420 1230 34400 90000 67000 78.6 5 78116 79.5 574 614 75.9 GCS16-411-50-1P W G 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 392 431 73.2 GCS16-411-50-1P W L 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 391 431 73.2 GCS16-413-100-1G W G 2 10 H 1420 1230 34400 100000 77000 78.0 5 97641 79.7 661 700 76.4 GCS16-413-100-1G W L 2 10 H 1420 1230 34400 90000 67000 78.3 5 78116 79.5 574 614 75.9 GCS16-413-100-1Y W G 2 10 H 1420 1230 34400 100000 77000 78.0 5 97641 79.7 661 700 76.4 GCS16-413-100-1Y W L 2 10 H 1420 1230 34400 90000 67000 78.3 5 78116 79.5 574 614 75.9 GCS16-413-50-1G W G 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 392 431 73.2 GCS16-413-50-1G W L 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 392 431 73.2 GCSIG-413-50-1Y W G 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 392 431 73.2 GCS16-413-50-1Y W L 2 10 H 1580 1225 34400 50000 37000 77.6 5 39353 78.0 392 431 73.2 GCS16-511-125-1P W G 2 10 H 2410 2085 46500 125000 95000 78.0 5 119047 78.3 844 883 75.0 GC516-511-125-1P W L 2 10 H 2410 2085 46500 112500 85000 77.4 5 98811 78.5 736 775 75.0 GCSIG-511-75-1P W G 2 10 H 2460 1500 46500 75000 58000 79.6 5 58030 78.4 747 .787 72.7 GCS16-511-75-1P W L 2 10 H 2460 1500 46500 67500 52000 80.5 5 '56766 79.9 788 828 73.6 GCS16-513-125-1G W G 2 10 H 2410 2085 46500 125000 95000 78.0 5' 119047 78.3 844 883 75.0 GCSIG-513-125-1G W L 2 10 H 2410 2085 46500 112500 85000 77.4 5 98811 78.5 736 775 75.0 GCS16-513-125-1J W G 2 10 H 2410 2085 46500 125000 95000 78.0 5 119047 78.3 844 883 75.0 GCS16-513-125-1J W L 2 10 H 2410 2085 46500 112500 85000 77.4 5 98811 78.5 736 775 75.0 GCS16-513-125-1Y W G 2 10 H 2410 2085 46500 125000 95000 78.0 5' 119047 78.3 844 883 75.0 ol RUARY 22. 1990 CENTRAL AIR CONDITIONERS AND HEAT PUMPS BRAND NAME. IENNOX - PAGE 89 - ---------------------••----------------------------------- M 0 0 E L C 0 0 L I N G [ESI INFORMAI ION h E A T P U M P H E A L I N G D E S C R 1 P I 1 0 N O F ------------------------------•----------------•------•-------------••-----------------------•:---•-----••----------------••---••--------•-- . COMPRESSOR MODEL MON-COMPRESSOR MODEL C :VOLT-: P :COOLING :ELEC. :EER :SEER :COOLING :EIEC. : CD OR : nSPF : 47 DEGREES f 17 DEGREES F - NUMBER NUMBER 0 :AGE H : CAPACITY: INPUT : CAPACITY: INPUT :0.25 '----------------------------: -----""'--------- - M : A IBIUHI (NAT IS) IKBIU/MI: IKNI :OPTION: : HEAI ING : ELEC. ;STANDBY: ACOP: HEAT ING : ELEC. :COP: A B S :CAPACITY:INPUT :[WATTS): :CAPACITY:INPUT : : R E ----•-----•----------•--------- : IBTUMI : IMATTI: IBTUHI : (MATT): - : 1 GCS10X-411-50-IP 230 I 35600 -------------------------•--------------- 4289 8.3 9.00 38.02 4.00 0. 11 GCSIOX-411-50-3P 230 1 35600 4289 8.3 9.00 38.02 4.00 0. 11 Y GCSIOX-411-75-IP 230 1 34600 4159 8.3 9.00 37.00 3.89 0. 11 Y GCSIOX-411-75-3P 230 1 34600 4169 8.3 9.00 37.00 3.89 0. 11 V Y GCSIOX-413-75-IG 460 3 34600 4169 8.3 9.00 37.00 3.89 0. II GCS IOX-413-75- tY 230 3 34600 4169 8. 3 9. 00 37. 00 3. 89 0. 1 t Y Y GCSIOX-413-75-2Y 230 3 34600 4169 8.3 9.00 37.00 3.89 0. 11 GCSIOX-413-75-3G 460 3 34600 4169 8.3 9.00 37.00 3.89 0. 11 Y Y GCS10X-413-15-3Y 230 3 34600 4169 8.3 9.00 37.00 3.89 0. II GCS10X-413-75-4Y 230 3 34600 4169 8.3 9.00 37.00 3.89 0. 11 T GCSIOX-461-75-IP 230 1 41500 5123 S. 1 8.90 45.20 4.81 0. 12 T GCSIOX-461-75-3P 230 1 41500 5123 8.1 8.90 45.20 4.81 0.12 Y GCSIOX-463-75-1G 460 3 41500 5123 B. V 8.90 45.20 4.81 0. 12 T GCS10X-463-75-2Y 230 3 41500 5123 8. C B.90 45.20 4.81 0. 12 Y Y GCSIOX-463-15-3G 460 3 41500 5123 8.1 8.90 45.20 4.81 0. 12 GCSIOX-463-75-4Y 230 3 41500 5123 8.1 B.90 45.20 4.81 0. 12 Y GCSIOX-511-75•IP 230 1 48000 5736 8.4 9.20 52.30 5.37 0. It Y Y GCS10X-511-75-4P 230 1 48000 5736 8.4 9.20 52.30 5.37 0.11 i GCSIOX-513-75-1G 460. 3 48000 5736 8.4 9.20 52.30 5.37 0. II Y Y GCS10X 513 75 1Y 230 3 48000 5736 B.4 9.20 52.30 5.37 0. 11 GCS10X-513-75-4G 460 3 48000 5736 8.4 9.20 52.30 5.37 0. II Y Y. i GCSIOX-513-75-4Y 230 3 48000 5736 8.4 9.20 52.30 5.37 0. I1 Y i GCSIOX-651-75-3P 230 1 58500 6648 8.8 9.45 63.21 6.30 0. 11 Y i GCS10X-651-75-6P 230 1 58500 6648 8.8 9.45 63.21 6.30 0.11 i. GCS10X-653-75-3G 460 3 58500 6648 _8.8 9.45 63.21 6.30 0. 11 Y Y 1 GCSIOX-653-75-3Y 230 3 58500 6648 B.8 9.45 63.21 6.30 0. 11 Y i GCSIOX-653-75-6G 460 3 58500 6648 8.8 9.45 63.21 6.30 0. it Y i GCSIOX-653-75-6Y 230 3 58500 6648 8.8 9.45 63.21 6.30 0. 11 i GCS16-1353-270-3G 460 3 119000 14340 8.3 Y Y i GCS16-1353-270-3Y - 208 3 119000 14340 8.3 i GCSIS-411-100-IP 230 3 34400 3954 8.7 9:70 36.70 3.62 0.09 Y Y i GCS16-411-50-)P 230 1 34400 3954 8.7" 9.70 36.70 3.62 0.09 i GCS I6-413- 100- IG 460 3 34400 3954 8. 7 9. 70 36. 70 3. 62 0. 09 Y Y i GCS 16-413-100- IY 230 3 34400 3954 8. 7 9. 70 36. ?0. 3. 62 0. 09 Y i GCS 16-413-50- IG 460 3 34400 3954 8. 7 9. 70 36. 70 3. 62 0. 09 - 230 3 34400 3954 8.7 S.70 36.70. 3.62 0.09 Y i GCS16-413-50-IY 230 1 46500 5407 8.6 9.70 51.00 5. 10 0.06 T i GCS16-511-125-IP 460 3 46500 5407 8.6 9.70 51.00 5. IO 0.06 Y i GCS16-513 125.16 230 3 46500 5407 8. 6 9. 70 51. 00 S. IO 0.05 Y i GCS 16-513- 125- IY 230 1 58500 6573 8.9 10.00 63.20 6. 14 0.06 Y i GCS16-651-125-IP 1230 1 58500 6573 8.9 10.00 63.20 6. 14 0.06 Y i GCS16-651-75-1P 460 3 58500 6573 8. 9 10. 00 63. 20 6. 14 0. 06 Y i GCS 16-653- 125- IG 230 3 58500 6573 8.9 10.00 63.20 6. 14 0.06 Y' i GCS16-653-125-IY 460 3 58500 6573 8.9 10. 00 63. 20 6. 14 0.06 Y i GCS 16-653-75- IG 230 3 58500 6573 8.9 10.00 63.20 6.14 0.06 Y i GCS16-653-75-IY Y i GCS16-953-200-3G 460 3 89000 10725 8.3 Y i GCS16-953-200-3Y 208 3 89000 10725 8.3 Y i GCS16H-261-50-IP 230 1 24600 2617 9.4 10.00• 25.00 2.38 0. 10 Y i GCS16H•311-75-IP 230 1 28400 3341 B.5 9.70 30.80 3.05 0.08 Y i GCS16R-411-100-IP 230 3 34400 3954 8.7 9.70 36.70 3.62 0.09 Y i GCS16R-411-50-IP 230 3 34400 3954 8.7 9.70 36.70 3.62 0.09 Y i GCS 16R-511- 125- IP 230 1 46500 5407 8. 6 9. 70 51.00 5. 10 0.06 Y i GCS16R-551-125-IP 230 1 58500 6573 8.9 10.00 63.20 6. 14 0.06 Y i GCS16R-651-75-1P 230 1 58500 6573 8.9 10.00 63.20 6. 14 0.06 i GCS9-411- 12OA- IP 230 1 34000 3941 8. 6 9 15 37. 03 3. 68 0. 18 Y T i GCS9-411-12OA-4P 230 1 34000 3941 8.6 9. 15 37.03 3.68 0. 18 i GCS97411-90A-IP 230 1 34000 3941 '8. 6 9 15 37.03 3.68 0. 18 Y T i GCS9-411-90A-4P 230 1 34000 3941 8.6 9. 15 37.03 3.68 0. 18 i GCS9-413-12OA-IG 460 3 34000 3941 8.6 9. 15 37.03 3.68 0. IB Y Y i GCS9-413-12OA-IY 230 3 34000 3941 8.6 9. 15 37.03 3.68 0. 18 .