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06394 (SFD)• Jam,. - 44 P.O. BOX 1504 No. 06394 Building 78-105 CALLE ESTADO Address 77b23238alle Flora LA QUINTA, CALIFORNIA 92253 Owner Mr. & fts. Gene Br4mm BUILDING: TYPE CONST. Mailing OCC: GRP.• Address 3417 1TQodeide631-771.021 . - • - A P Number - - City Zip Woodside 94062 Contractor Owner/Builder State Lic. 8 Classif. Arch., Engr., Designer Address City Lic. # Tel. Legal Description Project Description - t City (Zip( State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70pp) of Division 3 of the Business and Professions Code, and my license is in full force and effect T ,r; , SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirltr that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Brsiress and Professions Code: Any city or county which requires a UJ Sq. Ft. 5.100 No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Pool WT included 2561 of block wall included Estimated Valuation $410,334 permit to construct, after, improve, demolish. or repair any structure, prior to its issuance also requires the applicant for such penin to Pie a signed statement that he is licensed pursuant to PERMIT. AMOUNT the provisions of the Contractors License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business &d Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any viofabion of Section 7031.5 by any applicant for a permit Plan Chk. Dep. $250.00 subjects the applicant to a civil pereafy of not more than rive hundred dollars ($500). Plan Chk. Bal. ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const. .1,728.00 168.50 Professions Code: The Camaotor's License Law does not apply to an owner of property who ' builds or improves thereon and who does such work himself or through his own employees, Mech. 277.47provided that such fnlprovemhems are not intended or offered for sale. If, however, the building or improvement is sod within one year of completion, the owner -builder will have the burden Electrical ;�79.. 00 of proving that he did not barid or improve for the purpose of sale.) O 1, as owner of the property, am exclusively contracting with licensed contractors to tort- Plumbing 28.77 struct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for S.M.I. - n ^/� 20.00 such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading ❑ 1 am exempt under Sec B. & P.C. for this reason Driveway Enc. Date owner Infrastructure 61000.00 WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Workers Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No Company ` ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. _ -- TOTAL $9,918.5o CERTIFICATE OF EXEMPTION FROM RS WORKE' COMPENSATION INSURANCE REMARKSn+rt tt;{.t...'S� tS�? if. (this section need not be completed if the pemnit is for one hundred dollars ($100) valuation 1 LS 6Jir orless.) • 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 Date Owner NOTICE TO APPLICANT- d, after maknj this Certificate of Exemptionyou should become ZONE: BY: subject to the Workers' Cassation provisions of the Labor Code, you must forthwith Comply with such provisions or this pemid 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. (Sea. 3097, CIO Code.) Side Setback from Property Line Lenders Name Lenders Address FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to n expiration if work thereunder is suspended for 180 days. 9/25/89 1 certify that I have read this application and state that the above information is correct. Issued by: Date Permit ' I agree to comply with all city and county ordinances and state laws relating to building 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 IST FL. SQ. FT. a $ UNITS SLAB GRADE ROUGH PLUMB. BONDING YARD SPKLR SYSTEM 2ND FL SQ. FT. a FORMS SEWER OR SEPTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR. SQ. FT. a GAS (ROUGH) METER LOOP GAR. SO. FT. a POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLE DRAINAGE PIPING CAR P. I SQ. FT. a GROUT WATER HEATER SERVICE WALL SO. FT. a FINAL INSP. DRINKING FOUNTAIN SO FT a WATER SYSTEM URINAL ESTIMATED CONSTRUCTION VALUATION $ LUMBER GR. WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP.1 - �� FLOOR DRAIN MECHANICAL FEES REMARKS: WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER LATHING GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FINISH GRADING LAUNDRY TRAY AIR HANDLING UNIT CFM FENCE FINAL KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. a c BATH TUB SO. FT, a c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID a I % c SEWAGE DISPOSAL SO.FT.GAR a 3/ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO F7 MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE 4 PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK �� D PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE n FOUND. REINF. x y� ///tom GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING cu. yd. plus x$ _$ LUMBER GR. FINAL INSP. J-,2t)-Cjl(je FRAMING211z�loth FINAL INSP.1 - �� ROOFING �� 6 Q� ® � n �U /`�� 3/[,/�, d i%�2,% ��X�/��% REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND T FINISH GRADING FINAL INSPECTION ✓"1/(j CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF ELo� SCHOOL FACILITY FEES NOTPGEo T ¢rm T0: City oLa6uRv�E [� 1� DATE: Q$j Depa r tme"nx�C-�rt1jtn=i t, �D�e�veY°et—,QT r 78-105 Calle Estado ! La Quinta, CA 92253 This is to c rtify hat �.li 1 �C , developer of , which is located at ��,� ) _ fly �4 tC, !�'�1 within this District, has paid school facility fees imposed pursuant"to the au h rit generate, by Govern e t Code Seco 53080 in th amo n of s CTU ( .DIS, covering a total of Cro square feet of ( ) residen r ( ) industrial/commerci--aI development and that building permits for this footage in this development may now be issued by your jurisdiction. 'V 1-� /,,%C 7\69 `C/' i l SC for DESERT SANofi.UNIFIED SCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 A OF Ct Of 9atxt ; utl to '-Z)dfet' t I twit This Certificate issued pursuant to the. riequirements of lection pn. 06 of the Uniform Building! Code certifying that at the time of issuance this structure was ,in Compliance with the various ordinances of the City regulating bqyOing construction or use. For the following. BUILDING ADDRESS 77-232 Calle Flora Use Classification SFD Bldg. Permit No. 06394 Group, 'R1 Type Construction -VN Fire Zone Use Zone SR Owner of Building Mr. & Mrs. Gefte Brown Address 3417. Woodside no official City Woodside, CA 94062 By; . Mark Harold Date; 1/31/91. Building. Official POST IN A CONSPICUOUS PLACt TITLE 24 REPORT FOR: MAIDS QUARTERS FOR THE BROWN RESIDENCE THE ENCLAVE LA QUINTA, CALIFORNIA PROJECT DESIGNER: JAUN CARLOS OCHOA 980 TAHQUITZ-Mc CULLUM WAY PALM SPRINGS, CA. 92262 (619)'323-7476 OWNER: MR. BROWN REPORT PREPARED BY: THOMPSON SERVICES (R.E. THOMPSON) 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 Job Number: MAID527W Date: 9/17/1989 Willdan-Rancho Mirage Received- - `I"aO'k9 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 Michael Gabel Associates (415) 428-0803. 41t" I Table Of Contents for Title 24 Report ------------------------------------- CoverPage ........................................................ 1 Tableof Contents ...................:............................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ G Form P -2R Points System Summary ............ 8 Form WS -1R Points Thermal Mass Worksheet ............................ 9 Domestic Hot Water Worksheet ........................................ 10 Form S Shading Coefficient (SC) Worksheet ........................... 11 Form WS -2R Interpolation Worksheet .................................. 12 HVAC Zone & Space Loads Summary ..................................... 13 Form CF -3 Construction Assemblies ................................... 15 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of 20 Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 J Checked By Documentation.: THOMPSON SERVICES (R.E. THOMPSON) Date (User # 1615) --------------------------------------------------------------------------- PROJECT ADDRESS THE ENCLAVE LA QUINTA, CALIFORNIA GENERAL INFORMATION Compliance'Method: Climate Zone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: Point System 15 Area: 527 sqft Single Fam Det North/East/Sout es (circle one) Slab Standard BUILDING SHELL INSULATION Component Area R-19 Frame Wall 421 RESIDENCE TO GARAGE R19 189 R-38 BU Roof/T-BAR CEIL 527 Carpeted Slab 223 Exposed Slab 304 U -Value Location/Comments ------- 0.0655 ------------------------------------ 1ST FLOOR 0.0638 1ST FLOOR 0.0282 1ST FLOOR 0.7200 1ST FLOOR/Slab F2 Val 0.9000 1ST FLOOR/Slab F2 Val THERMAL MASS Thick' Mass Material Area (in) Type Location/Description --------------------- ---- ------------ ------------------------------ Concrete, Heavyweight 223 3.500 Covered 1ST FLOOR/Int Mass Concrete, Heavyweight 304 3.500 Exposed 1ST FLOOR/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User # 1615) --------------------------------------------------------------------------- SHADING COEFF GLAZING Glass Glass Glass w/Int Orientation Area Type U -Val Only Shade ----------- West ------ 162.0 ------ Special ----- 0.41 ----- 0.18 ----- 0.18 East 15.0 Special 0.41 0.18 0.18 South. 30.0 Special 0.41 0.18 0.18 North 22.5 Special 0.41 0.18 0.18 SHADING (for Glazing above) Orientation Exterior Device ----------- ------------------------ West 50 % Bug Screen East 50 % Bug Screen. South 50 % Bug Screen North 50 % Bug Screen 11 Over SC hang 0.84 3.0 0.84 0.0 0.84 4.0 0.84 0.0 Description LOF VARITRAN DUAL GLAZE LOF VARITRAN DUAL GLAZE LOF VARITRAN DUAL GLAZE LOF VARITRAN DUAL GLAZE Framing Type Metal w/o Mullions Metal w/o Mullions Metal w/o Mullions Metal w/o Mullions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20. Designer: JAUN CARLOS OCHOA I Building Permit No Location: Indio Date: 9/.17/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User n 1615) --------------------------------------------------------------------------- HVAC SYSTEMS Min Output Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location RVal (or approved equal) --------------- ----- ----------------------- ---- ----------------------- Gas Fired 0.860 41000 Vent. Attic Space 5.6 BDP 398AO36040/568030 Air Conditioner10.000 28400 Max. Furnace Output: 45000 Btuh + [(86% - 710) x 7000] = 150000 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. of Energy # of System Type Volume (or approved equal) Units Credits Pumps ------------------- ----------------------------- -=---------- ----- Gas Fired 50.0. Std Gas 50 gal or less 1 0 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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. License No: Signed: h 157_. DOCUMENTATION AUTHOR THOMPSON SERVICES (R.E. THOMPSON) 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 BUILDING OWNER MR. BROWN 3V� woos)s(D C \K.00Cst DE, Ck62 Signed: ENFORCEMENT Name: Agency: Telephone: Signed:, -n Signed: G' AGENCY MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 47 1615) --------------------------------------------------------------------------- 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 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 notapply to exterior mass walls). o 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. Enforcement MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User T# 1615) --------------------------------------------------------------------------- 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) or combined interior/exterior-insulation (R-16 or greater); 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. 5. 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 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JAUN CARLOS OCHOA I Building Permit No Location: Indio Date: 9/17/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User # 1615) --------------------------------------------------------------------------- iz��*�L�� Conditioned Floor Area 527 sqft Number of Stories 1 Occupancy Type Single Fam Det SCORE CARD Measure Points ------------------------- 1. Roof Insulation ------- 0.0282 (U -Value) ------ 1 2. Wall Insulation 0..0649 (U -Value) 0 3. Raised Floor Insulation 0.0000 (U -Value) 3a. Controlled Vent Crawlspace 0.0 (R -Value) I I -2 4. Slab Edge Insulation 0.8368 (f2 factor) 5. Infiltration Standard 0 6. Glass Heat Loss 0.41 43.5% -14 Sum 1-6 -15 7. Shade Open Area % Glass ----- SC OH Eff % a. ------- North 22.5 4.3 ---- x 0.15 ---- ----- = 0.6 0 b. East 15.0 2.8 x 0.15 x 1.00 = 0.4 0 c. South 30.0 5.7 x' 0.15 x 0.85 = 0.7 0 d. West 162.0 30.7 x 0.15 x 0.90 = 4.2 1 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 8. Shade Closed Area % Glass ------------ SC OH Eff % a. North 22.5 4.3 ----- x 0.15 ----- = 0.6 0 b. East 15.0 .2.8 x 0.15 x 1.00 = 0.4 3 c. South 30.0 5.7 x 0.15 x 0.65 = 0.6 4 d. West 162.0. 30.7 x 0.15 x 0.85 = 4.0 -12 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 9. Interior Thermal Mass 3.42 2 10. Exterior Wall Mass 0.00 0 Sum 7-10 -2 11. Heating System 0.860 SE x 0.83 Duct Eff = 0.72 Eff SE 7 Zonal Control: No 12. Cooling System 10.000 SEER x 0.82 Duct Eff = 8.23 Eff SEER 13 13. Water Heating (see DHW Worksheet) = 0 Point Total: 3 THERMAL MASS WORKSHEET --------------------------------------------------------------------------- WS -1R page 9 of 20 Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA I Building Permit No Location: Indio Date: 9/17/1989 I Checked By Documentation: THOMPSON SERVICES --------------------------------------------------------------------------- (R.E. THOMPSON) I I Date (User 1# 1615) INTERIOR THERMAL MASS Interior Interior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor ;- Capacity ------=--------------- ----- Concrete, Heavyweight 3.50 -------------- 0 ------ -------- 223.0 x 1.8 = -------- 401.4 Concrete, Heavyweight 3.50 1 304.0 x 4.6 = 1398.4 TOTAL 1799.8 INTERIOR MASS FACTOR 1799.8 IMC / 527 sqft = 3.42 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity NONE DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 10 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Location: Indio Date: 9/17/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User # 1615) --------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE See Appendix D 2 Manufacturer & Water heating budget 18700 KBtu/yr/unit, see Table 1 3 Model number Tank set temp. Std Gas 50 gal or less 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 9 Number of pumps (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA 1 Climate Zone 15 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 50 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 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr-per Pump, see Table 3 C WATER HEATING ENERGY CREDITS SYSTEMS: --------------------------------------------------------------------------- 1 Credit name / B8 See Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) 1 Recovery load 10539.4 ([B5 x 8:25 x(140-B4)x 365 x 0.001]-C2)x B8 2 Recovery energy 13867.6 D1 / A6 3' Standby loss energy 4839.6 (24 - [(D2 x 1000)/(A8 x A9 x 365)]) x 8.25 x A5 x B7 x 365 x (140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 18707.2 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: ([(D2 + D3) x 3] + D4) / B8 6 Water heating budget comparison -7.2 KBtu/yr/unit B2 - D5 7 Water heating budget -0.0 Points (D6 / Floor Area) x 2 x B8 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 11 of 20 ------------- m MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User # 1615) --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Special 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: LOF VARITRAN DUAL GLAZE 7. SC Shade Open: 0.18 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.18 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.18 (SC #7) x 0.88 (FMF #5) = 0.16 SC Shade Open 10a.0.18 (SC #8) x 0.88 (FMF #5) = 0.16 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 % Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(0.84 (SC #11) x 0.25) + 0.75] x 0.16 (SC #9a) = 0.15 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.75] x 0.16 (SC #10a) = 0.15 SC Shade Open -----------------------------------------------=--------------------------- OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area ----------- ----- Depth ------ Above ----- Height ------ Ratio ----- Shade Open ---------- Shade Clsd ---------- West 162.0 3.0 / ( 0.1 + 9.0) = 0.33 0.90 0.85 South 30.0 4.0 / ( 0.1 + 9.0) = 0.44 0.85 0.65 INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 12 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer:, JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 1 1615) ------------------------ -------------------------------------------------- INTERPOLATION Point Point Point Score Actual Value Score Score Value Value Point Item 1 Value ------ 1 ----- 2 1 2 1 Score ------- Roof ----- 4 +( 0.0282 - 0.02) x ----- ( -4 - ----- 4) /( ----- 0.04 ----- - 0.02) ----- = 1 Wall 1 +( 0.0649 - 0.06) x ( -3 - 1) /( 0.08 - 0.06) = 0 Slab Edge -1 +( 0.8368 - 0.80) x ( -3 - -1) /( 0.90 - 0.80) _ -2 Glass Type 4 -11 +(43.5484 -40.00) x ( -19 - -11) /(50.00 -40.00) _ -14 N Shade Open 0 +( 0.6492 - 0.00) x ( 0 - 0) /( 1.00 - 0.00) = 0 E Shade Open 0 +( 0.4328 - 0.00) x ( 0 - 0) /( 1.00 - 0.00) = 0 S Shade Open -1 +( 0.7368- 0.00) x ( 0 - -1) /( 1.00 - 0.00) _ -0 W Shade Open 1 +( 4.2121 - 4.00) x ( 1 - 1) /( 5.00 - 4.00) = 1 N Shade Clsd 1 +( 0.6492 - 0.00) x ( 0 - 1) /( 1.00 - 0.00) = 0 E Shade Clsd 4 +( 0.4328 - 0.00) x ( 1 - 4) /( 1.00 - 0.00) = 3 S Shade Clsd 6 +( 0.5655 - 0.00) x ( 2 - 6) /( 1.00 - 0.00) = 4 W Shade Clsd -7 +( 3.9646 - 3.00) x ( -12 - -7) /( 4.00 - 3.00) _ -12 Int Mass 1 +( 3.4152 - 3.00) x ( 2 - 1) /( 3.50 - 3.00) = 2 Heating 6 +( 0.7167 - 0.70) x ( 10 - 6) /( 0.80 - 0.70) = 7 Cooling 11 +( 8.2333 - 8.00) x ( 20 - 11) /( 9.00 - 8.00) = 13 WEIGHTED AVERAGE POINTS Type 1 Type 2 Type 3 Total Average Item --------- Points Area ------ ---- Points ------ Area ---- Points ------ Area ---- Area ----- Points ------- ,HVAC ZONE HEATING & COOLING LOAD SUMMARY page 13 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA I Building Permit No I Location: Indio Date: 9/17/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1615) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: WHOLE HOUSE HVAC System Name: BDP 398AO36040/568030 System Multiplier: 1 Heating Schedule: Residential Heating Cooling Schedule: Residential Cooling Fan Schedule: Residential HVAC & Fans Sizing Method: COINCIDENT Relative Humidity: 50 % COOLING SPACES IN THIS ZONE PEAK ----------------------- ---- HEATING PEAK SENSIBLE LATENT 1ST FLOOR (Jan 12am) ------- 12693 ------------ (.Aug 2pm) 10334 ------ 395 TOTAL SPACE LOAD 12693 10334 395 Bypass Ventilation Air ( 0 cfm) 0 ( 0 cfm) 0 -0 Supply Duct Conduction 635 517 Supply Duct Leakage 254 207 8 Supply Fan Heat Gain -1273 1273 EFFECTIVE SPACE LOAD 12308 12330 403 Ventilation ( 0 cfm) 0 ( 0 cfm) 0 -0 Return Air Lighting Gain 0 Return Duct Conduction 123 123 Return Duct Leakage 246 247 8 Return Fan Heat Gain -0 ------- 0 TOTAL SYSTEM LOAD 12678 -------- 12700 ------ 411 1.1 tons 0.0 tons SYSTEM PERFORMANCE 41000 23391 2189 AT DESIGN CONDITIONS 1.9 tons 0.2 tons SPACE HEATING & COOLING LOAD SUMMARY page 14 of 20 A--------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN'RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Location:.Indio Date: 9/17/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User tt 1615) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS HEATING Jan 12am 70 F DB 2.9 F DB Btu/hr 1129 3858 0 609 0 0 4472 0 2.625 12693 Btu/hr 1ST FLOOR COOLING SENSIBLE LATENT Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr 810 3746 0 728 0 0 0 2177 1758 360 360 395 10334 Btu/hr 0.9 tons Btu/hr 0 395 395 Btu/hr 0.0 tons SUPPLY AIR QUANTITIES --------------------- Heating: 12693 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 288 cfm Cooling: .10334 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 416 cfm .CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 15 of 20 --=------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 1615) --------------------------------------------------------------------------- Assembly Name: RESIDENCE TO GARAGE R19 Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Total Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch ------------------------------- Sketch of Construction Assembly 19.74 19.66 Calculation for Framing Adjustment Summer U -Value 0.0507 x 0.85 + 0.1354 x 0.15 = 0.0634 Winter U -Value 0.0509 x 0.85 + 0.1368 x 0.15 = 0.0638 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Weight: 7.3 lb/sqft Heat Capacity: 2.20 R -Value 15.78 15.68 U -Value 0.0634 0.0638 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Gypsum or Plaster Board 0.625 0.56 0.56 2. Insulation, Mineral Wool, R-17.8 * 5.500 17.80 17.80 3. Gypsum or Plaster Board 0.500 0.45 0.45 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch ------------------------------- Sketch of Construction Assembly 19.74 19.66 Calculation for Framing Adjustment Summer U -Value 0.0507 x 0.85 + 0.1354 x 0.15 = 0.0634 Winter U -Value 0.0509 x 0.85 + 0.1368 x 0.15 = 0.0638 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Weight: 7.3 lb/sqft Heat Capacity: 2.20 R -Value 15.78 15.68 U -Value 0.0634 0.0638 .CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 16 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA Location: Indio Date: 9/17/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) j Date (User ;; 1615) ---------------------------------------------------------------------------- Assembly Name: R719 Frame Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + 0.1416 x 0.15 = 0.0650 Winter U -Value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sqft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Stucco 0.875 0.17 0.17 2. Membrane, Vapor -Permeable Felt. 0.010 0.06 0.06 3. Insulation, Mineral Wool, R-17.8 * 5.500 17.80 17.80 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 19.42 19.34. Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + 0.1416 x 0.15 = 0.0650 Winter U -Value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sqft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 17 of 20 ---------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JAUN.CARLOS OCHOA I Building Permit No Location: Indio Date: 9/17/1989 , Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User n 1615) --------------------------------------------------------------------------- Assembly Name: R-38 BU Roof/T-BAR CEIL 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 0.0236 x 0.90 + 0.0637 x 0.10 = 0.0276 Winter U -Value 0.0240 x 0.90 + 0.0662 x 0.10 = 0.0282 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 8.4 lb/sqft Heat Capacity: 2.71 R -Value 36.18 35.48 U -Value 0.0276 0.0282 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 0.500 0.63 0.63 3. Insulation, Mineral Wool, R-38 * 11.500 38.00 38.00 4. Air Space 36.000 1.00 0.80 5. Acoustical Tile, Wood or Cane Fiber 0.500 1.19 1.19 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.61 Total 42.31 41.72 Framing Percentage: 10.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0236 x 0.90 + 0.0637 x 0.10 = 0.0276 Winter U -Value 0.0240 x 0.90 + 0.0662 x 0.10 = 0.0282 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 8.4 lb/sqft Heat Capacity: 2.71 R -Value 36.18 35.48 U -Value 0.0276 0.0282 ONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 18 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA I Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 4. 1615) --------------------------------------------------------------------------- Assembly Name: Carpeted Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight:.40.9 lb/sqft Heat Capaity: 9.01 R -Value 3.22 3.45 U -Value 0.3106 0.2899 Th . R -Value Construction Components Fr (in) Summer Winter -=------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 3.22 3.45 Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight:.40.9 lb/sqft Heat Capaity: 9.01 R -Value 3.22 3.45 U -Value 0.3106 0.2899 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3a e 19 of 20 ''` '--------------------------------------------------------------p-g---------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JAUN.CARLOS OCHOA j Building Permit No Location: Indio Date: 9/17/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User n 1615) --------------------------------------------------------------------------- Assembly Name: Exposed Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 0.0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.00 . R -Value 1.19 1.42 U -Value 0.8403 0.7042 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Asphalt, Lino, Vinyl or Rubber 0..010 0.05 0.05 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 1.19 1.42 Framing Percentage: 0.0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.00 . R -Value 1.19 1.42 U -Value 0.8403 0.7042 Y a. ,CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 20 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JAUN CARLOS OCHOA I Building Permit No I Location: Indio Date: 9/17/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User =r 1615) --------------------------------------------------------------------------- Assembly Name: LOF VARITRAN DUAL GLAZE Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. LOF LIGHT GOLD 1/2" AIRSPACE I-608 1.000 1.15 1.59 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 ----------------------------------------------- ------------------------------ Framing Percentage: 0.0 Framing Material: NONE ------------------------------- Sketch of Construction Assembly Visible Transmittance: 0.68 Winter Shading Coefficient: 0.18 Summer Shading Coefficient: 0.18 Total 2.08 2.44 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.08 2.44 U -Value 0.4801 0.4100 TITLE 24 REPORT FOR: THE BROWN RESIDENCE THE ENCLAVE LA QUINTA, CALIFORNIA PROJECT DESIGNER: JUAN CARLOS OCHOA ARCHITECT 980 TAHQUITZ=Mc CULLUM WAY PALM SPRINGS, CA. 92262 (619) 323-7476 OWNER: MR. BROWN REPORT PREPARED BY: THOMPSON SERVICES (R.E. THOMPSON) 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 Job Number: OCH4900S Date: 6/13/1989 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 Michael Gabel Associates (415) 428-0803. Table Of Contents for Title 24 Report ------------------------------------- Domestic Hot Water Worksheet ........................................ 10 Form S Shading Coefficient (SC) Worksheet ........................... 11 Form WS -2R Interpolation Worksheet ................................... 15 HVAC Zone & Space Loads Summary ...................................... 16 Form CF -3 Construction Assemblies ................................... 24 CoverPage .......................................................... 1 Tableof Contents ................................................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ 6 Form P -2R Points System Summary ............ .. ...... ........... 8 Form WS -1R Points Thermal Mass Worksheet ............................ 9 Domestic Hot Water Worksheet ........................................ 10 Form S Shading Coefficient (SC) Worksheet ........................... 11 Form WS -2R Interpolation Worksheet ................................... 15 HVAC Zone & Space Loads Summary ...................................... 16 Form CF -3 Construction Assemblies ................................... 24 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of 30 --=------------------------------------------------------------------------ Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User -7;-: 1615) --------------------------------------------------------------------------- PROJECT ADDRESS THE ENCLAVE LA QUINTA, CALIFORNIA GENERAL INFORMATION Compliance Method: Climate Zone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: Point System 15 Area: 4958 sqft Single Fam Det North/East out West Slab Standard (circle one) BUILDING SHELL INSULATION Component Area U -Value Location/Comments --------- ---- ------- ------------------------------------ R-19 Frame Wall 660 0.0655 ZONE 1 MASTER SUITE R-19 Frame Wall 344 0.0655 ZONE 2 SUITE 2 R-1.9 Frame Wall 954 0.0655 ZONE 5 2ND STORY R-19 Frame Wall 937 0.0655 ZONE 3-4 LIVING AREA R-38 BU Roof/GYP CEIL 442 0:0298 ZONE 1 MASTER SUITE R-38 BU Roof/GYP.CEIL 372 0.0298 ZONE 2 SUITE 2 R-38 BU Roof/GYP CEIL 942 0.0298 ZONE 5 2ND STORY R-38 BU Roof/GYP CEIL 2331 . 0.0298 ZONE 3-4 LIVING AREA Carpeted Slab 896 0.7200 ZONE 1 MASTER SUITE/Slab F2 Val Exposed Slab 222 0.9000 ZONE 1 MASTER SUITE/Slab F2 Val Carpeted Slab 567 0.7200 ZONE 2 SUITE'2 /Slab F2 Val Carpeted Slab 224 0.7200 ZONE 3-4 LIVING AREA/Slab F2 Val Exposed Slab 2107 .0.9000 ZONE 3-4 LIVING AREA/Slab F2 Val THERMAL MASS Thick Mass Material --------------------- Area ---- (in) ------------ Type Location/Description ------------------------------ Concrete, Heavyweight 896 3.500 Covered ZONE 1 MASTER SUITE/Int Mass Concrete, Heavyweight 222 3.500 Exposed ZONE 1 MASTER SUITE/Int Mass Concrete, Heavyweight 567 3.500 Covered ZONE 2 SUITE 2 /Int Mass Concrete, Heavyweight 942 3.500 Covered ZONE 5 2ND STORY /Int Mass Concrete, Heavyweight 224 3.500 Covered ZONE 3-4 LIVING AREA/Int Mass Concrete, Heavyweight 2107 3.500 Exposed ZONE 3-4 LIVING AREA/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 30 --=------------------------------------------------------------------------ Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio I Date: 6/13/1989 Checked By Documentation: THOMPSON ---------------------------------------------------------------------------- SERVICES (R.E. THOMPSON) 1 Date (User = 1615) SHADING COEFF GLAZING Glass Glass Glass w/Int Orientation Area Type U -Val Only Shade ----- ----- Description ----------------------- ----------- South ------ 36.0 ------ Special ----- 0.59 0.59 0.59 SINGLE LOW E GLAZING North 40.5 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING North 58.5 Special 0.50 0.59 0.59 DBL LOW E GLAZING East 83.8 Special 0.50 0.59 •0.59 DBL LOW E GLAZING East 36.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING East 18.0 Special 0.52 0.40 0.65 GLS BLK/ASHRAE TABLE 43 West 36.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 75.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING South 54.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING North 36.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING East 30.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING East 18.0 Special 0.52 0.40 0.65 GLS BLK/ASHRAE TABLE 43 West 54.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 54.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING South 21.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING South 21.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING North 55.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING North 20.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING East 6.3 Special 0.50 0.59 0.59 DBL LOW E GLAZING West 56.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 80.5 Special 0.50 0.59 0.59 DBL LOW E GLAZING South 132.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING South 22.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING North 238.5 Special 0.50 0.59 0.59 DBL LOW E GLAZING North 22.5 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING East 24.8 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 51.8 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 42.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING West 24.8 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 27.0 Special 0.50 0.59 0.59 DBL LOW E.GLAZING East 95.7 Special '0.50 0.59 0.59 DBL LOW E GLAZING South 135.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING North 145.8 Special 0.50 0.59 0.59. DBL LOW E GLAZING North 33.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING East 36.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING West 44.0 Special 0.50 0.59 .0.59 DBL LOW E GLAZING West 88.0 Special 0.59 0.59 0.59 SINGLE LOW E GLAZING SHADING (for Glazing above). Over Orientation ----------- Exterior Device ------------------------ SC ---- hang ---- Framing Type ----------------------- South Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 1.6 Metal w/o Mullions North Low Angle Sunscreen 0.15 1.6 Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions East None 1.00 0.0 No Framing West Low Angle Sunscreen 0.15 1.6 Metal w/o Mullions South Low Angle Sunscreen 0.15 2.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions East None 1.00 0.0 No Framing West Low Angle Sunscreen 0.15 2.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 2.0 Metal w/o Mullions South Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions South Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 3.0. Metal w/o Mullions West Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions South Low Angle Sunscreen 0.15 4.0 Metal w/o Mullions South Low Angle Sunscreen 0.15 5.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 .3.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions East Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 4.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 2.0 Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0 Metal w/Mullions South Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 3.0 Metal w/o Mullions North Low Angle Sunscreen 0.15 3:0 Metal w/o Mullions East Low Angle Sunscreen 0.15 2.0 Metal w/o Mullions West Low Angle Sunscreen 0.15 1.0' Metal w/o Mullions West Low Angle Sunscreen 0.15 1.0 Metal w/o Mullions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 30 --------------------------------------------------------------------------- P.roject: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 4. 1615) --------------------------------------------------------------------------- HVAC SYSTEMS Min Output Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location RVal (or approved equal) --------------- ----- ----------------------- ---- ----------------------- Gas Fired 0.860 41000 Vent. Attic Space 5.6 BDP 398AO36040/568030 Air Conditioner10.000 28400 Gas Fired 0.860 41000 Vent. Attic Space 5.6 BDP 39BA036040/568036 Air Conditioner10.000 35400 Gas Fired 0.860 41000 Vent. Attic Space 5.6 BDP 398AO36040/568030 Air Conditioner10.000 28400 Gas Fired 0.870 81000 Vent. Attic Space 5.6 BDP 398AO48080/568EJ048 Air Conditioner10.000 45500 (2 Systems) Max. Furnace Output: 110504 Btuh + [(86% - 71%) x,7000] = 218.795 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. � of Energy IT of System Type Volume (or approved equal) Units Credits Pumps ------------------- ----------------------------- ------------ ----- Gas Fired 50.0 Std Gas 50 gal or less 3 0 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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 JUAN CARLOS OCHOA s. 980 TAHQUITZ-Mc CULLUM WAY PALM SPRINGS, CA. 92262 (61.9) 323-7476 License No: Signed: DOCUMENTATION AUTHOR THOMPSON SERVICES (R.E. 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 THOMPSON) BUILDING OWNER MR. BROWN S ig-ned : ENFORCEMENT AGENCY Name- Agency: Telephone: MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1.989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User r 1615) --------------------------------------------------------------------------- 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). * o 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 30 ----------------------------------------- ; ----------------------------------- Project: ---------------------------------------=---------------------------------- Pr.oject: THE BROWN RESIDENCE COMPLY 24 v 2.20 I Designer.: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User r 1615) --------------------------------------------------------------------------- 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) or combined interior/exterior insulation (R-16 or greater); 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. 5. 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 30 • ---------------------------------------------------------- ----------------- Proj.ect: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User - 1615) --------------------------------------------------------------------------- BUILDTI\TG DATA Conditioned Floor Area 4958 sqft Number of Stories 2 Occupancy Type Single Fam Det SCORE CARD Measure Points 1. Roof Insulation 0.0298 (U -Value) 0 2. Wall Insulation 0.0655 (U -Value) 0 3. Raised Floor Insulation 0.0000 (U -Value) 3a. Controlled Vent Crawlspace 0.0 (R -Value) I I 0 4. Slab Edge Insulation 0.7872 (f2 factor) I 5. Infiltration Standard 0 6. Glass Heat Loss 0.54 41.4% -22 Sum 1-6 -22 7. Shade Open Area % Glass ------------ SC ---- OH Eff % ---- ----- a. North 649.8 13.1 x 0.13 = 1.7 0 b. East 348.5 7.0 x 0.16 x 0.99 = 1.1 0 c. South 421.0 8.5 x 0.13 x 0.90 = 1.0 0 d. West 633.0 12.8 x 0.13 x 0.93 = 1.6 0 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 8. Shade Closed Area % Glass ----- SC OH Eff % a. ------- North 649.8 13.1 ---- x 0.13 ---- ----- = 1.7 0 b. East 348.5 7.0 x 0.19 x 0.98- 1.3 0 c. South 421.0 8.5 x 0.13 x 0.74 = 0.8 3 d. West 633.0 12.8 x 0.13 x 0.91 = 1.5 -1 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 9. Interior Thermal Mass 3.12 4 10. Exterior Wall Mass 0.00 0 Sum 7-10 6 11. Heating System 0.865 SE x 0.82 Duct Eff = 0.71 Eff SE 7 Zonal. Control: Yes 12. Cooling System 10.000 SEER x 0.79 Duct Eff = 7.87 Eff SEER 17 13. Water Heating (see DHW Worksheet) _ -4 Point Total: 4 THERMAL MASS WORKSHEET WS -1R page 9 of 30 • --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 1 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User n 1615) --------------------------------------------------------------------------- INTERIOR THERMAL MASS Mass Material Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Interior TOTAL INTERIOR MASS FACTOR 15444.7 TMC / 4958 sqft = 3.12 Interior Mass Capacity 1612.8 1021.2 1020.6 1694.7 403.2 9692.2 15444.7 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity NONE Sides Wall Mass Mass Thick Exposed U -Value Area ------- ------ Factor ----- 3.50 ------- 0 896.0 -------- x 1.8 = 3.50 1 222.0 x 4.6 = 3.50 0 567.0 x 1.8 = 3.50 0 941.5 x 1.8 = 3.50 0 224.0 x 1.8 = 3.50 1 2107.0 x 4.6 = TOTAL INTERIOR MASS FACTOR 15444.7 TMC / 4958 sqft = 3.12 Interior Mass Capacity 1612.8 1021.2 1020.6 1694.7 403.2 9692.2 15444.7 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity NONE DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 10 of 30 --=------------------------------------------------------------------------ Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 J _ Designer: JUAN CARLOS OCHOA ARCHITECT J Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User _ 1615) --------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE See AppendixD 2 Manufacturer & Water heating budget 18700 KBtu/yr/unit, see Table 1 3 Model number Tank set temp. Std Gas 50 gal or less 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 From building plans (total) 9 (1 kWh = 3413 Btu) 9 Number of Heaters 3 From building plans (total) B OPERATING DATA 1 Climate Zone 15 See AppendixD 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 50 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 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C WATER HEATING ENERGY CREDITS --------------------------------------------------------------------------- 1 Credit name See Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) --------------------------------------------------------------------------- 1 Recovery load 10539.4 ([B5 x 8.25 x(140-B4)x 365 x 0.001]-C2;x B8 2 Recovery energy 13867.6 D1 / A6 3 Standby loss energy 14805.7 (24 - [(D2 x 1000)/(A8 x A9 x 365)]) x 8.25 x A5 x B7 x 365 x (140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 28673.3 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: 11[(D2 + D3) x 3] + D4; / B8 6 Water heating budget comparison -9973.3 KBtu/yr/unit B2 - D5 7 Water heating budget -4.0 Points (D6 / Floor Area) x 2 x B8' SHADING COEFFICIENT (SC) WORKSHEET FORM S page 11 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Documentation: THOMPSON SERVICES (R.E. THOMPSON) -------------------------------------------------------- GENERAL INFORMATION Checked By Date (User. = 1615 ) -------------------- 1. Glazing Type: Special 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: SINGLE LOW E GLAZING 7. SC Shade Open: 0.59 (from Table G-9 or show calculation) S. SC Shade Closed: 0.59 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.59 (SC ;r7) x 0.88 (FMF #5) = 0.52 SC Shade Open 10a.0.59 (SC 18) x 0.88 (FMF 5) = 0.52 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: Low Angle Sunscreen 11. SC Exterior Shade: 0.15 (from Table G-11 or manufacturer's data) 12. [(0.52 (SC n9a) x 0.25) + 0.75] x 0.15 (SC ;r'11) = 0.13 S.0 Shade Open 13. [(0.52 (SC ?:10a) x 0.25) + 0.75] x 0.15 (SC ll) = 0.13 SC Shade Open OVERHANG FACTOR OH Factor Shade Clsd 0.95 0.80 0.92 0.70 0.84 0.70 0.88 0.88 0.84 0.91 0.99 Glass Ovrhng Dist Glass Proj. OH Factor Orientation ----------- Area ----- Depth ------ Above ----- Height ------ Ratio ---'-- Shade Open ---------- West 36.0 1.6 / ( 0.1 + 9.0) = 0.18 0.95 South 54.0 2.0 / ( 0.1 + 9.0) = 0.22 0.94 West 54.0 2.0 / ( 0.1 + 9.0) = 0.22 0.93 South 21.0 3.0 / ( 0.1 + 8.5) = 0.35 0.88 West 56.0 3.0 / ( 0.1 + 8.5) = 0.35 0.90 South 132.0 4.0 / ( 0.1 + 11.0) = 0.36 0.88 East 24.8 3.0 / ( 0.1 + 11.0) = 0.27 0.93 West 51.8 3.0 / ( 0.1 + 11.0)-= 0.27 0.92 West 24.8 4.0 / ( 0.1 + 11.0) = 0.36 0.89 East 36.0 2.0 / ( 0.1 + 9.0) = 0.22 0.95 West 88.0 1.0 / ( 0.1 + 9.0) = 0.11 0.97 OH Factor Shade Clsd 0.95 0.80 0.92 0.70 0.84 0.70 0.88 0.88 0.84 0.91 0.99 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 12 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Dosi.gner: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Documentation: THOMPSON SERVICES (R.E. THOMPSON) -------------------------------------------------------- GENERAL INFORMATION Checked By Date (User ;; 1615) -------------------- 1. Glazing Type: Special 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: DBL LOW E GLAZING 7. SC Shade Open: 0.59 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.59 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.59 (SC -7) x 0.88 (FMF #5) = 0.52 SC Shade Open 10x.0.59 (SC #8) x 0.88 (FMF 5) = 0.52 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: Low Angle Sunscreen 11. SC Exterior Shade: 0.15 (from Table G-11 or manufacturer's data) 12. [(0.52 (SC #9a) x 0.25) + 0.75] x 0.15 (SC #11) = 0.13 SC Shade Open 13. [(0.52 (SC #10a) x 0.25) + 0.75] x 0.15 (SC #11) = 0.13 SC Shade Open OVERHANG FACTOR OH Factor Shade Clsd 0.95 0.92 0.70 0.84 0.65 0.88 0.94 0.71 0.99 Glass Ovrhng Dist Glass Proj OH Factor Orientation ----------- Area -=--- Depth ------ Above ----- Height ------ Ratio ----- Shade Open ---------- West 75.0 1.6 / ( 0.1 + 9.0) = 0.18 0.95 West 54.0 2.0 / ( 0.1 + 9.0) = 0.22 0.93 South 21.0 3.0 / ( 0.1 + 8.5) = 0.35 0.88 West 80.5 3.0 / ( 0.1 + 8.5) = 0.35 0.90 South 22.0 5.0 / ( 0.1 + 11.0) = 0.45 0.85 West 42.0 3.0 / ( 0.1 + 11.0) = 0.27 0.92 West 27.0 2.0 / ( 0.1 + 11.0) = 0.18 0.95 South 135.0 3.0 / ( 0.1 + 9.0) = 0.33 0.89 West 44.0 1.0 / (•0.1 + 9.0) = 0.'11 0.97 OH Factor Shade Clsd 0.95 0.92 0.70 0.84 0.65 0.88 0.94 0.71 0.99 SHADING COEFFICIENT (SC) WORKSHEET FORM S.page 13 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I. COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User # 1615) --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Special 3. Framing Type: No Framing 5. Framing/Mullion Factor: 1.00 (from Table G-10) 6. Interior Shade Type: GLS BLK/ASHRAE TABLE 43 7. SC Shade Open: 0.40 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.65 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.40 (SC #7) x 1.00 (FMF #5) = 0.40 SC Shade.Open 10a.0.65 (SC #8) x 1.00 (FMF #5) = 0.65 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: NO EXTERIOR SHADE --------------------------------------------------------------------------- OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd ----------- ----- ------ ----- ------ ----- ---------- ---------- NO OVERHANGS SHADING COEFFICIENT (SC) WORKSHEET FORM S page 14 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User # 1615) ---------------------------------=----------------------------------------- GENERAL INFORMATION 1. Glazing Type: Special 3. Framing Type: Metal w/Mullions 5. Framing/Mullion Factor: 0.81 (from Table G-10) 6. Interior Shade Type: DBL LOW E GLAZING 7. SC Shade Open: 0.59 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.59 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.59 (SC #7) x 0.81 (FMF #5) = 0.48 SC Shade Open 10a.0.59 (SC 1#8) x 0.81 (FMF #5) = 0.48 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: Low Angle Sunscreen 11. SC Exterior Shade: 0.15 (from Table G-11 or manufacturer's data) 12. [(0.48 (SC #9a) x 0.25) + 0.75] x 0.15 (SC #11) = 0.13 SC Shade Open 13. [(0.48 (SC #10a) x 0.25) + 0.75] x 0.15 (SC #11) = 0.13 SC Shade Open --------------------------------------------------------------------------- OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd ----------- ----- ------ ----- ------ ----- ---------- ---------- NO OVERHANGS INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 15 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v-2.20 ' I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) INTERPOLATION Point Point Point Score Actual Value Score Score Value Value Point Item ------- 1 ----- Value ------ 1 2 1 2 1 Score Roof 2 +( 0.0298 ----- - 0.02) x ----- ( -2 - ----- 2) /( ----- 0.04 ----- - 0.02) ----- = 0 Wall 1 +( 0.0655 - 0.06) x ( -3 - 1) /( 0.08 - 0.06) _ -0 Slab Edge. 1 +( 0.7872 - 0.70) x ( 0 - 1) /( 0.80 - 0.70) = 0 Glass Type 3 -20 +(41.3979 -40.00) x ( -31 - -20) /(50.00 -40.00) _ -22 N Shade Open 0 +( 1.7298 - 1.00) x ( 0 - 0) /( 2.00 -. 1.00) = 0 E Shade Open 0 +( 1.1078 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 S Shade Open 0 +( 1.0073 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 W Shade Open 0 +( 1.5697 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 N Shade Clsd 0 +( 1.7298 - 1.00) x*( 0 - 0) /( 2.00 - 1.00) = 0 E Shade Clsd 1 +( 1.2780 - 1.00) x ( -2 - 1) /( 2.00 - 1.00) = 0 S Shade Clsd 6 +( 0.8284 - 0.00) x ( 2 - 6) /( 1.00 - 0.00) = 3 W Shade Clsd 2 +( 1.5403 - 1.00) x ( -3 - 2) /( 2.00 - 1.00) _ -1 Int Mass 4 +( 3.1154 - 3.00) x ( 5 - 4) /( 3.50 -.3.00) = 4 Heating 6 +( 0.7119 - 0.70) x ( 10 - 6) /( 0.80 - 0.70) = 6 Cooling 0 +( 7.8667 - 7.00) x.( 10.- 0) /( 8.00 - 7.00) = 9 WEIGHTED AVERAGE POINTS Type 1 Type 2 Type 3 Total Average Item --------- Points Area ------ ---- Points ------ Area ---- Points ----- -- Area ---- Area ----- Points ------- HVAC ZONE HEATING & COOLING LOAD SUMMARY page 16 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.2.0 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No I Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THO.MPSON) *Date (User 1615) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES ----------------------- IN THIS ZONE PEAK ZONE 1 MASTER SUITE ---- (Jan 12am) SENSIBLE -------- TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction 19296 Supply Duct Leakage ( 0 cfm) Supply Fan Heat Gain 1025 EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS ZONE 1 BDP 398AO36040/568030 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % 0 COOLING HEATING ------- PEAK ---- SENSIBLE -------- LATENT 20499 (Aug 2pm) 19296 ------ 838 20499 19296 838 0 ( 0 cfm) 0 -0, 1025 965 410 386 17 -1273 1273 20661 21920 855 0 ( 0 cfm) 0 -0 0 207 219. 413 438 17 -0 ------- 0 21281 -------- 22577 ------ 872 1.9 tons 0.1 tons 41000 23391 2189 1.9 tons 0.2 tons SPACE HEATING & COOLING LOAD SUMMARY page 17 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Dater 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1615) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS 7 ---------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS HEATING Jan 12am 70 F DB 29 F DB Btu/hr 1772 8448 0 539 0 0 4171. 0 5569 20499 Btu/hr ZONE 1 MASTER SUITE COOLING SENSIBLE LATENT -------- ------ Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr 1271 6790 0 648 0 0 0 4618 3604 763 763 839 19296 Btu/hr 1.6 tons Btu/hr 0 839 838 Btu/hr 0.1 tons SUPPLY AIR QUANTITIES --------------------- Heating: 20499 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 466 cfm Cooling: 19296 Btu/hr / [1.08 * ( 78 F TStat - 55 F.Supply)] = 777 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 18 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS .00HOA ARCHITECT Building Permit No I Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User w 1615) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE PEAK ----------------------- ---- ZONE 2 SUITE 2 . (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS ZONE 2 BDP 398A036040/568036 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % COOLING HEATING ------- PEAK ---- SENSIBLE LATENT 13267 (Aug 2pm) -------- 11711 ------ 425 ------- 13267 -------- 11711 ------ 425 0 ( 0 cfm) 0 -0 663 586 265 234 9 -1273 ------- 1273 12923 -------- 13804 ------ 434 0 ( 0 cfm) 0 -0 0 129 138 258 276 9 -0 0 13310 14218 442 1.2 tons 0.'0 tons 41000 29628 2256 0 2.5 tons 0.2 tdns SPACE HEATING & COOLING LOAD SUMMARY page 19 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User - 1615) -------=------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof_ Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS ZONE 2 SUITE 2 HEATING Jan 12am 70 F DB 29 F DB Btu/hr 922 5691 0 454 0 0 3376 0 2825 13267 Btu/hr COOLING SENSIBLE LATENT Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr Btu/hr 661 4561 0 546 0 0 0 2342 2401 387 387 .0 425 425 11711 Btu/hr 425 Btu/hr 1.0 tons 0.0 tons SUPPLY AIR QUANTITIES --------------------- Heating: 13267 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 302 cfm Cooling: 11711 Btu/hr / [1.08 * .( 78 F TStat - 55 F Supply)] = 471 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 20 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: - HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE PEAK ZONE 5 2ND STORY (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD HEATING 13955 13955 0 698 279 -1273 13659 0 137 273 -0 14069 ZONE 5 BDP 398A036040/568030 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % 0 COOLING PEAK SENSIBLE LATENT --------- ------ (Aug 2pm) 15170 706 15170 706 0 cfm) 0 -0 759. 303 14 1273 17505 720 0 cfm) 0 -0 0 175 350 14 0 18030 735 1.5 tons 0.1 tons SYSTEM PERFORMANCE 41000 23391 2189 AT DESIGN CONDITIONS 1.9 tons 0.2 tons SPACE HEATING & COOLING LOAD SUMMARY page 21 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User r 1615) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS HEATING -------------------- ------- Peak Hour: Jan 12am Indoor Conditions: 70 F DB Outdoor Conditions: 29 F DB LOAD COMPONENT Btu/hr Wall Conduction 2560 Window Conduction 5817 Door Conduction 0 Roof Conduction 1149 Skylight Conduction 0 Floor Conduction 0 Slab Conduction 0 Interior Conduction 0 Infiltration 4430 Solar Gain Lighting Equipment Occupants SPACE LOADS 13955 Btu/hr ZONE 5 2ND STORY COOLING SENSIBLE LATENT -------- ------ Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr .1836 4673 0 1381 0 0 0 3673 1615 643 643 706 15170 Btu/hr 1.3 tons Btu/hr 0 706 706 Btu/hr 0.1 tons SUPPLY AIR QUANTITIES --------------------- Heating: 13955 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 317 cfm Cooling: 15170 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 611 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 22 of 30 ------------------------------------------------------- ------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User t 1615) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE PEAK ----------------------- ---- ZONE 3-4 LIVING AREA (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct .Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS ZONE 3-4 LIVING BDP 398A048080/568EJO48 2 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % 0 COOLING HEATING ------- PEAK ---- SENSIBLE LATENT 61231 (Aug 2pm) -------- 49261 ------ 1748 61231 49261 1748 0 ( 0 cfm) 0 -0 1225 985 P1225 985 35 -3637 3637 60043 5.4869 1783 0 ( 0 cfm) 0 -0 0 600 549 1201 1097 36 -0 0 61844 56515 1819 4.7 tons 0.2 tons 162000 76799 5162 6.4 tons 0.4 tons SPACE HEATING & COOLING LOAD SUMMARY page 23 of 30 --------------------------------------------------------------------------- Project:.THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN'CARLOS OCHOA ARCHITECT Building Permit Nc I Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1615) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction* Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS ZONE 3-4 LIVING AREA HEATING Jan 12am 70 F DB 29 F DB Btu/hr 2514 25426 0 2845 0 0 16770 0 13676 61231 Btu/hr COOLING SENSIBLE LATENT Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr 1803 20453 0 3420 0 0 0 11341 7313 1591 1591 1748 49261 Btu/hr 4.1 tons Btu/hr 0 1748 1748 Btu/hr 0.1 tons SUPPLY AIR QUANTITIES --------------------- Heating: 61231 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 1392 cfm Cooling: 49261 Btu/hr / [1.0.8 * ( 78 F TStat - 55 F Supply)] = 1983 cfm CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 24 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User = 1615) -------------------------- ------------------------------------------------ Assembly Name: R-19 Frame Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical.) Framing Percentage: 15.0 % Framing Material: Softwood, ------------------------------- Sk:etch of Construction Assembly Total 19.42 19.34 Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + .0.1416 x 0.15 = 0.0650 Winter U -value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sqft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 Th R -Value Construction Components Fr (in) Summer Winter --=------------------------------------------------------------------------ Outside Air Film 0.25 0.17 1. Stucco 0.875 0.17 0.17 2. Membrane, Vapor -Permeable. Felt 0.010 0.06 0,06 3. Insulation, Mineral Wool, R-17.8 * 5.500 17.80 17.80. 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film ------------------------------------------------ -------------------------- 0.68 0.68 Framing Percentage: 15.0 % Framing Material: Softwood, ------------------------------- Sk:etch of Construction Assembly Total 19.42 19.34 Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + .0.1416 x 0.15 = 0.0650 Winter U -value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sqft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 25 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN.CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) j Date (User = 1615) --------------------------------------------------------------------------- Assembly Name: R-38 BU Roof/GYP CEIL 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 0.0246 x 0.90 + 0.0716 x 0.10 = 0.0293 Winter U -Value 0.0249 x 0.90 + 0.0737 x 0.10 = 0.02.98 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 9.6 lb/sqft Heat Capacity: 3.11 R -Value U -Value 34.08 33.60 0.0293 0.02.98 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Out.si..de Air Film 0.25 0.17 1. Roofing, Built -Up 0.375 0.33 0.33 2. Plywood 0.500 0.63 0.63 3. Insulation, Mineral Wool, R-38 * 11.500 38.00 38.00 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film -----------------------------------------------7--------------------------- 0.92 0.61 Total 40.58 40.19 Framing Percentage: 10.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0246 x 0.90 + 0.0716 x 0.10 = 0.0293 Winter U -Value 0.0249 x 0.90 + 0.0737 x 0.10 = 0.02.98 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 9.6 lb/sqft Heat Capacity: 3.11 R -Value U -Value 34.08 33.60 0.0293 0.02.98 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 26 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User # 1615) -------------------------------------=------------------------------------- Assembly Name: Carpeted Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Total Framing Percentage: 0.0 % Framing Material: NONE 3.22 3.45 OVERALL VALUES ADJUSTED FOR FRAMING Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.01 R -Value 3.22 3.45 U -Value' 0.3106 0.2899 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- outside Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total Framing Percentage: 0.0 % Framing Material: NONE 3.22 3.45 OVERALL VALUES ADJUSTED FOR FRAMING Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.01 R -Value 3.22 3.45 U -Value' 0.3106 0.2899 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 27 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 1 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) --------------------------------------------------------------------------- Assembly Name: Exposed Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 55.8 lb/sqft Heat Capacity: 11.83 R -Value 1.26 1.49 U -Value 0.7937 0.6711 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside•Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried .3.500 0.28 0.28 2. Flooring, Terrazzo 1.500 0.12 0.12 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 1.26 1.49 Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 55.8 lb/sqft Heat Capacity: 11.83 R -Value 1.26 1.49 U -Value 0.7937 0.6711 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 28 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1 1615) ---------------------------------------------------------------------------- Assembly Name: GLS BLK/ASHRAE TABLE 43 Assembly Type: Glazing Framing Percentage: 0.0 Framing Material: NONE ------------------------------- Sketch of Construction Assembly Visible Transmittance: 0.78 Winter Shading Coefficient: 0.40 Summer Shading Coefficient: 0.65 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.00 1.92 U -Value 0.5007 0.5216 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. HOLLOW GLASS BLOCK 3.825 1.07 1.07 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 2.00 1.92 Framing Percentage: 0.0 Framing Material: NONE ------------------------------- Sketch of Construction Assembly Visible Transmittance: 0.78 Winter Shading Coefficient: 0.40 Summer Shading Coefficient: 0.65 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.00 1.92 U -Value 0.5007 0.5216 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 29 of 30 --------------------------------------------------------------------------- Project: THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 I.Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User � 1615) --------------------------------------------------------------------------- Assembly Name: DBL LOW E GLAZING Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter ------------------------- -------------------------------------------------- Outside Air Film 0.25 0.17 1. comfort eze low e glass 0.500 1.11 1.14 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 ---------------------------------------------------------------------------- Framing Percentage: 0.0 % Framing Material: NONE ------------------------------- Sketch of Construction Assembly Visible Transmittance: 0.68 Winter Shading Coefficient: 0.59 Summer Shading Coefficient: 0.59 Total 2.04 1.99 OVERALL VALUES ADJUSTED FOR FRAMING R -Value U -Value 2.04 1.99 0.4900 0.5035 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 30 of 30 ----------------------------=--------=------------------------------------- Project: THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 1 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) 1 Date (User = 1615) -----------=--------------------------------------------------------------- Assembly Name: SINGLE LOW E GLAZING � Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. comfort eze low e glass 0.375 0.83 0.85 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Framing Percentage: 0.0 % Framing Material: NONE I I I I Sketch of Construction Assembly Visible Transmittance: 0.77 Winter Shading Coefficient: 0.59 Summer Shading Coefficient: 0.59 Total 1.76 1.70 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1.76 1.70 U -Value 0.5671 0.5875 G14 SERIES PULSE T.M. UP-FLO GAS FURNACES 40,000 to 100,000 Btuh Input Add -On Cooling 1-1/2 thru 5 Nominal Tons Q�y'�r,E Cly � E cors. ° �raT1 ItV.ti Lennox Pulse Combustion Design Provides Heating Efficiency Up to 97% The Lennox G14 series pulse combustion up-flo gas furnaces provide efficiencies (AFLIE) of up to 97%. Eight models (natural gas or LPG) are available with input capacities of 40,000, 60,000, 80,000 and 100,000 Btuh. The units operate on the pulse combustion principle and do not require a pilot burner, main burners, conventional flue or chimney. Com- pact, standard size cabinet design, with side or bottom return air entry, permits installation in a basement, utility room or closet. Lennox add-on evaporator coils, electronic air cleaners and power humidifiers can easily be added to the furnace for Total Comfort all season installations. Additionally, replacement of most Lennox furnaces manufactured by Lennox in the last 20 years can be accomplished with only minor modifications to ductwork or add-on cooling coils. The high efficiency of the G14 line of furnaces is achieved through a unique heat exchanger design which features a finned cast iron com- bustion chamber, temperature resistant steel tailpipe, aluminized steel exhaust decoupler section and a finned stainless steel tube condenser coil similar to an air conditioner coil. Moisture, in the products of combustion, is condensed in the coil thus wringing almost every usable Btu out of the gas. Since most of the combustion heat is utilized in the heat transfer from the coil, flue vent temperatures are as low as 100°F to 130°F allowing the use of 2 inch diameter PVC (polyvinyl chloride) pipe for venting. The furnace can be vented through a side wall, roof or to the top of an existing chimney with up to 35 ft. of PVC pipe and four 90 degree elbows. Condensate created in the coil may be disposed of in an indoor drain. The condensate (PH ranges from 4.0 to 6) is not harmful to standard household plumbing and can be drained into city sewers and septic tanks without damage. The G14 furnace has no pilot light or burners. An automotive type spark plug is used for ignition on the initial cycle only, saving gas and electrical energy. Due to the pulse combustion principle the use of atmospheric gas burners is eliminated with the combustion process confined to the heat exchanger combustion chamber. The sealed combustion system virtually eliminates the loss of conditioned air due to combustion and stack dilution. Combustion air is piped to the furnace with same type PVC pipe as used for exhaust gases. The furnace is equipped with a standard type redundant gas valve in series with a gas expansion tank, gas intake flapper valve and air intake flapper valve. Also factory installed are a purge blower, spark plug igniter and flame sensor with solid-state control circuit board. Furnished with the G14 furnace as standard equipment are a fan and limit control, 30 VA transformer, blower cooling relay, flexible gas line connector, (4) isolation mounting pads, base insulation pad, conden- sate drip leg and cleanable air filter. Flue vent/air intake line roof or wall termination installation kits, LPG conversion kits and thermostat are available as accessories and must be ordered extra. G14 units are shipped completely factory assembled with all controls installed and wired. In addition, the units are fire tested at the factory and require no field adjustments on start up. NOTE — Specifications, Ratings and Dimensions subject to change without notice. 1 t ENGINEERING DATA t _.1 HEATING UNITS 1 IGA§ Page 21 April 1986 Supersedes' Nov. 1985 Typical Applications Basement Installation with Cooling Coil and Automatic Humidifier Closet Installation with Cooling Coil and Electronic Air Cleaner EXHAUS DECOUPL FLAME SENSOR SPAF PLUi IGNIT nvoocn MOUNTS AILPIPE ABUSTION HAMBER GAS �NTAKE _- AIR INTAKE ENSER COIL ANU CONDENSATE DRAIN FEATURES Sequence of Operation — The room thermostat on a demand for heat will initiate purge blower operation for a prepurge cycle (34 seconds) followed by energizing of ignition and opening of the gas valve. As ignition occurs the flame sensor senses proof of ignition and de -energizes the spark igniter and purge blower. Furnace blower operation is initiated 30 to 45 seconds after com- bustion ignition. When thermostat is satisfied, gas valve closes and' purge blower is re -energized for a post purge cycle (34 seconds). Furnace blower will remain in operation'until preset temperature setting (90°F) of fan control is reached. Should loss of flame occur before thermostat is satisfied, flame sensor controls will initiate 3 to 5 attempts at re -ignition before locking out unit operation. Additionally, loss of either combustion intake air or flue exhaust will automatically shut the system down .Heat Exchanger Assembly — Lennox developed heat exchanger assembly consists of combustion chamber, tailpipe, exhaust decoupler section and condenser coil. Combustion chamber con- tains the spark plug igniter, flame sensor, combustion air and gas intake manifolds. Cast iron construction provides excellent radiation of heat over entire surface area. Finned, "teardrop' shape design permits total air coverage of all surfaces with low resistance. Tailpipe connects the combustion chamber to, the exhaust decoupler section. Precisely sized and shaped tailpipe is con- structed of combination stainless and aluminized steel for superior, resistance to high temperatures. Aluminized steel resonator on .tailpipe minimizes combustion sound. Heavy gauge aluminized steel exhaust decoupler section has large surface area for maximum heat transfer. Air foil shape design results in complete air coverage with minimum resistance. Condenser coil intake header connects to bottom of exhaust decoupler section. Large face area and circuiting of coil provides high heat transfer, minimum air, resistance and PROCESS OF COMBUSTION The process of pulse combustion begins as gas and air are introduced into the seated combustion chamber with the spark plug igniter. Spark from the plug ignites the gas/air mixture, which in turn causes a positive pressure buildup that closes the gas and air inlets. This pressure relieves itself by forcing the products of combustion out of the combustion chamber through the tailpipe into the heat exchanger exhaust decoupler and on into the heat exchanger coil. As the combustion chamber empties, its pressure becomes negative drawing in air and gas for ignition of the next pulse of combustion. At the same instant, part of the pressure pulse is reflected back from the tailpipe at the top of combustion chamber. The flame remnants of the previous pulse of combustion ignites the new gas/air mixture in the chamber, continuing the cycle. Once combustion is started, it feeds upon itself allowing the purge blower and spark plug igniter to be turned off. Each pulse of gas/air mixture is ignited at a rate of 60 to 70 times per second pro- ducing from one-fourth to one-half of a Btu per pulse of com- bustion. Almost complete combustion occurs with each pulse. The force of these series of ignitions creates great turbu- lence which forces the products of combustion through the entire heat exchanger assembly resulting in maximum heat transfer. proper moisture drainage. Coil is constructed of exactly spaced ripple -edged aluminum fins fitted to stainless steel tubes. Flared collars on fins grip tubes for maximum contact area. Flared tubing. connections and high temperature soldering provide tight, leakproof joints. Combined flue vent and condensate drain outlet is located on the coil. Coil is factory tested for leaks. All com- ponents are mounted in a heavy gauge steel frame and installed in the furnace cabinet on resilient rubber mounts assuring quiet, vibration free operation. Heat exchanger has been laboratory life cycle tested. Rugged Cabinet — Constructed of heavy gauge cold roll steel. Cabinet is subject to a five station metal wash process resulting in a perfect bonding surface for a paint finish of baked -on enamel. The paint solution and metal are given opposite electrical charges resulting in positive adhesion and even coverage of the paint to the metal surfaces. Heat exchanger section is completely lined with thick (1-1 /2 Ib. density) foil faced fiberglass insulation. This results in quiet and efficient operation due to the excellent acoustical and insulating qualities of fiberglass. Complete service access is accomplished by removing heating section. and blower access panels. Removable panel is provided in vestibule panel for access to the spark plug and flame sensor. Holes are located in base for leveling unit. Leveling bolts and nuts are not furnished and must be ordered extra. Safety interlock switch automatically shuts power off to unit when blower access panel is removed. Blower assembly may be completely removed from unit for service. Electrical inlets, gas line inlets and flue vent outlets are provided in both sides of the cabinet. Combustion air inlet opening is located in cabinet cap. Return air duct connection can be made on either side or bottom of cabinet. — 22 — FEATURES (Continued) Powerful Blowers — Units are equipped with quiet -variable speed direct drive blowers. Each blower assembly is statically and dynamically balanced. Multiple -speed motor is resiliently mounted. A choice of blower speeds is available on each blower. See blower performance charts. Change. in blower speed is easily accomplished by simple wiring change. Cleanable Air Filter — Washable or vacuum cleanable frame type filter is furnished as standard. Polyurethane media is coated with oil for maximum efficiency. Filter is readily accessible in unit for quick and easy removal for servicing. Combustion Air Intake Box — Contains the purge blower, air intake flapper valve and two pressure switches on the 40, 60 and 80 units. The 100 models have a single differential pressure switch mounted on the vestibule panel. Box is located on vestibule panel. Purge blower is equipped with a permanently lubricated motor. Blower operates only during pre -purge and post purge cycles. Air is drawn through the blower during the combustion cycle.by negative pressure in the combustion chamber. Pressure switches terminate unit operation in case of air intake or flue exhaust blockage. Flapper valve section of the box is completely lined with 1 inch thick (6 Ib. density) duct liner board, black neoprene coated fiberglass. Valve opening and closing is actuated by back pressure and negative pressure in combustion chamber during the heating cycle. Automatic Gas Valve, Expansion Tank and Gas Intake Flap- per Valve — 24 volt redundant dual gas control valve combines gas pressure regulation and manual main shut-off valve into a com- pact combination control. Dual valve design provides double assur- ance of 100% close off of gas on each heating cycle. Expansion tank is located downstream from the gas valve and absorbs any pressure pulsations. Gas intake flapper valve; is installed in the combustion chamber intake manifold between the orifice and expansion tank. Valve is.opened by entering gas pressure and closed off by back pressure from combustion pulse during the heating cycle. Wiring Junction Box — Power supply and thermostat wiring connections are made at the wiring junction box conveniently lo- cated on the vestibule panel. Box contains 30 VA transformer, high and low voltage terminal strips and blower cooling relay. Terminal strip permits easy connections for optional power humidifier and electonic air cleaner accessories. Blower cooling relay activates blower operation for add-on air conditioning cooling cycles. Fan and Limit ' Controls — Factory installed and accurately located on vestibule. Fixed limit control provides protection from abnormal operating conditions. Fan control brings blower on 30 to 45 seconds after combustion ignition and shuts blower off at factory temperature setting of.90°F. In -Line Mufflers - Two mufflers are furnished as standard equip- ment with the G14Q3-100 and G14Q4/5-100 models. Mufflers field install, vertical or horizontal, one in the intake line and one in the exhaust line..The two mufflers (LB-52057CA) are optional with all other models and must be ordered extra. LPG Conversion Kits (Optional) — For LPG field models a con- version kit is required for field changeover from natual-gas. Kit is not furnished and must be ordered extra. See Specification table. Thermostat (Not Furnished) — Heating thermostat is optional equipment and must be ordered extra. For all -season applications, heating -cooling thermostat is available with the condensing unit. Vent/Intake Air Roof Termination Kit (Optional) — Facilitates installation of combustion air intake pipe and flue exhaust pipe. Kit contains 2 neoprene rubber roof flashings and 18 inch insula- tion sleeve for sealing and isolating intake and exhaust piping penetration in roof. Kit LB-49107CC must be ordered extra. Vent/Intake Air Wall Termination Kit (Optional) — Facilitates installation of combustion air intake pipe and flue exhaust pipe. Kit must be ordered extra. Select one of the following. 1 — Kit (LB-49107CB) contains 2 stainless steel. outside seal caps, 2 galvanized steel inside seal caps, 4 seal rings for the caps and 18 inch insulation sleeve for sealing and isolating intake and exhaust piping penetration of wall. Maintain a maximum of 6 inches between the inlet and outlet openings in the installation of the pipes. 2 — Kit (LB-49107CD) contains factory assembled close -couple. side-by-side PVC piping with galvanized steel wall cover plate for sealing and isolating piping penetration of the wall. Piping spacing and length is sized for proper wall installations. A.G.A. certified. Approvals — The G14 series furnaces are design certified by A.G.A. Laboratories and ratings are certified by GAMA; Units meet the California Nitrogen Oxides (NOx) standards and California Seasonal Efficiency requirements. In addition, units have been rated and tested in the Lennox Research Laboratory according to Department of Energy (DOE) test procedures. Blower data is from unit tests conducted in the Lennox Laboratory air test chamber. Installation Recommendations — Lennox recommends the following installation procedures to minimize any vibration transmitted from furnace during operation. Place (4) neoprene rubber isolation mounting pads (furnished) and/or base insulation pad, 1 inch thick, 1-1/2 Ib. density fiberglass (furnished), under the unit. Install flexible duct connectors in the supply air plenum and return air plenum or duct connection. Insulate (1 inch thick, 1-1 /2 to 3 Ib. density, matt faced fiberglass) supply and return air plenums through take -off or duct elbow. Use flexible connector (furnished) in gas supply piping where allowed by local codes. Insulate (refrigerant piping insulation or equivalent) all straps and hangers used in suspending ducts, electrical conduit, gas piping, combustion air intake piping and flue exhaust piping. In addition, use plastic pipe or tubing for drain line from the heat coil conden- sate drain leg (furnished) to the drain, do not use copper tubing. -23— SPECIFICATIONS Model No. G14Q3-40 G14Q3-60 G14Q4-60 -ut Btuh 40,000 60,000 60,000 tput''Btuh 38,000 55,000 55,000 .F.U.E. 97.0% 93.0% 93.0% Ih static A.G.A. (in. wg.) .50 .50 .50 ifornia Seasonal Efficiency 90.0% 87.2% 85.6% nperature rise range(OF) 35 — 65 40.— 70 35 — 65 nt/Intake air pipe size (in.) 2 2 2 a pipe size I.P.S. (in.) Natural & *LPG 1/2 1/2 1/2 ndensate drain connection (SDR11) 1/2 1/2 1/2 )war wheel nominal diameter x width (in.) 10 x 8 10 x 8 11 X9 )wer,`motor hp 1/3 1/3 1/2 mber and size of filters (in.) (1) 16 z 25 x 1 (1) 16 x 25 x 1 (1) 16 x 25 x 1 ns of cooling (Add-on) 1-1/2-3 1-1/2 — 3 2-1/2-4 ipping weight (lbs.) 250 250 255 of packages in shipment 1 1 1 ctrical characteristics 120 volts — 60 hertz — 1 phase (less than 12 amps) 'G Kit (optional) LB-51702CR LB-51702CN I LB-51702CN nual Fuel Utilization Efficiency. based on DOE test procedures. LPG units a field changeover kit Is required and must be ordered extra. SPECIFICATIONS Model No. G14Q3-80 G14Q4-80 G14Q5-80 G14Q3-100 G14Q4/5-100 ut Biuh 80,000 80,000 80,000 100,000 100,000 tput Btuh 74,000 74,000 74,000 93,000 95,000 F.U.E. 93.0%• 93.0% 93.0% 93.0% 95.0% ih static A.G.A. (in. wg.) .50 .50 .50 .50 .50 ifornia Seasonal Efficiency 87.3% 86.4% 86.6% 87.8% 88.1% nperature rise range (°F) 45-75 40 —70 35 — 65 45 — 75 40-70 it/Intake air pipe size (in.) 2 2 2 2 2 pipe size I.P.S. (in.) Natural & *LPG 1/2 1/2 1/2 1/2 1/2 Aensate drain connection (SDR11) 1/2 1/2 1/2 1/2 1/2 war wheel nominal diameter z width (in.) 10 x 8 11 X9 12 x 12 10 x 8 12 x 12 wer .motor hp 1/3 1/2 3/4 1/2 3/4 •nber:and size offilters (in.) (1)16x25x1 (1)16x25x1 (1)20x25x1 (1)20x25x1 01120x25x1 is of cooling (Add-on) 2— 3 2-1/2 —4 4 or 5 2— 3 3-1/2 — 5 pping weight (Ibs.) 250 255 297 297 297 of packages in shipment 1 1 1 -2 "•2 :trical characteristics 120 volts — 60 hertz — 1 phase (less than 12 amps) 'G Kit (optional) LB-51702CP LB-51702CP I LB-51702CP I LB-51702CC LB-51702CC inual Fuel Utilization Efficiency based on DOE test procedures. it LPG units a field changeover kit is'raquired and must be ordered extra. ,ckages consist of assembled unit and in-line mufflers. HIGH ALTITUDE DERATE if the heating value of the gas does not exceed values listed in the table, derating of the unit is not required. Should the heating value of the gas exceed the table values, or if the elevation is greater than 6,000 feet above sea level it will be necessary to derate the unit. Lennox requires that derate conditions be 4% per thousand feet above sea level. Thus at an altitude of 4000 feet, if the heating value of the gas exceeds 1000 Btu/ft', unit will require a 16% derate. — 24 — Elevation Above Seal Level (feet) Maximum Heating Value (Btuh/ft') 5001 — 6000 900 4001 — 5000 950 3001 — 4000 1000 2001 — 3000 1050 Sea Level — 2000 1100 BLOWER DATA G140.3-40, G14Q3-60 AND 1314123-80 BLOWER PERFORMANCE External Static Pressure (in. wg.) Air Volume (cfm) @ Various Speeds High Medium Low 0 1585 1392 920 .05 1558 1364 917 .10 1533 1354 915 .15 1505 1335 912 .20 1477 1315 905 .25 1447 1294 893 .30 1418 1272 887 .40 1355 1223 858 .50 1282 1164 803 NOTE - All cfm is measured external to the unit with the air filter in place. G14Q5-80 BLOWER PERFORMANCE External Static Pressure (in. wg.) Air Volume (cfm) @ Various Speeds High Med-High Medium Med-Low Low 0 2460 2350 2155 1900 1695 .05 2430 2310 2130 1875 1675 .10 2395 2275 2100 1855 1655 .15 2355 2240 2065 1825 1625 .20 2315 2205 2035 1800 1600 .25 2275 2175 1995 1780 1570 .30 2235 2130 1960 1746 1540 .40 2155 2055 1880 1675 1480 .50 2070 1970 1790 1605 1410 .60 1980 1 1890 1 1710 1540 1345 NOTE - All cfm is measured external to the unit with the air filter in place. G14Q4-60 AND G14Q4-80 BLOWER PERFORMANCE External Static Pressure (in. w .) Air Volume (cfm) @ Various Speeds High Medium Low 0 1793 1295 1050 .05 1770 1290 1050 ' .10 1747 1285 1050 .15 1724 1280 1050 .20 1700 1275 1050. .25 .1675 1267 1050 .30 1648 1258 1050 .40 1585 1233. 1036 .50 1517 1193 1012 NOTE:- All cfm is measured external to the unit -with the air filter In place. G14Q3-100 BLOWER PERFORMANCE External Static Pressure (in. wg.) Air Volume (cfm) @ Various Speeds High Medium Low 0 1850 1660 1500 .05 1805 1635 1470 .10 1760 1610 1440 .15 1720 1575 1420- 10 1680. .1540 1400 .25 1635 1505 1375 .30 1590 1470 1350 .40 1500' 1400 1290 . .50 1400 1320 1220 .60 1290 F1230 1140 NOTE - All cfm is measured external to the unit with the air filter in place. G14Q4/5-100 BLOWER PERFORMANCE External Static Pressure (in. wg.) Air Volume (cfm) @ Various Spee a High Med-High Medium Med-Low Low 0 2450 2340 2140 1910 1690 .05 2420 2310 2110 1880 1670 .10 2390 2270 2080 1860 1640 .15 2350 2240 2056 1830 1620 .20 2320 2210 2020 1800 1590 .25 2280 2170 1990 1770 1570 .30 2250 2140. 1960 1740 1540 .40 2180 2060 1890 1680 1480 .50 2100 1980 1810 1610 1420 .60 2005 1890 1740 1530 1350 NOTE - All cfm is measured external to the unit with the air filter in place. -24a- A.G.A. INSTALLATION CLEARANCES (inches) . Front, Top, Sides, Rear 1 inch Floor Combustible Exhaust Pipe 0 inches Exhaust Pipe Side 6 inches (Service Only) DIMENSIONS (inches) H - 1-1/16 J COMBUSTION AIR INTAKE 26-1/8 ;L:L�eft B 2-3/4 GASPIPINGf Q L3 2 INLETS -- ! a • (both sides) •..7". ELECTRICAL - INLETS f (both sides) AIR FLOW -00 2 0 V G14Q4-60 G14Q4-80 0 EXHAUST PIPE Vf,,.^' OUTLETS 1#,� c (both sides)'' .�_. �''y�.�t9?�} 49 �'.• ChM SUPPLy� r� ---,_� „ B 21-1/4 21-1/4 26-1/4 26-1/8 ;L:L�eft B 2-3/4 GASPIPINGf Q L3 2 INLETS -- ! a • (both sides) •..7". ELECTRICAL - INLETS f (both sides) AIR FLOW -00 2 0 A G14Q4-60 G14Q4-80 0 EXHAUST PIPE Vf,,.^' OUTLETS 1#,� c (both sides)'' G14Q5-80 G14Q4/5-100 A 49 49 r� ---,_� 53 B 21-1/4 21-1/4 26-1/4 26-1/4 C ZI'0' 19-1/8 24-1/8 24-1/8 1 R ETU RN 14-1/2 14-1/2 18-1/2 f„ .3 y (Either side el K or bott ZZ • k:_irt_ E 18-1/2 23-1/2 L J _ .trrc _ J J 23-1/2 F 1-1/2 f�F—►� G 23-1/2—►I RETURN AIR 3-3/8 RETURN AIR f1-1/16 . Model No. G14Q3-40 G14Q3-60 G 14Q3-80 G14Q4-60 G14Q4-80 G14Q3-100 G14Q5-80 G14Q4/5-100 A 49 49 53 53 B 21-1/4 21-1/4 26-1/4 26-1/4 C 19-1/8 19-1/8 24-1/8 24-1/8 D 14-1/2 14-1/2 18-1/2 18-1/2 E 18-1/2 23-1/2 18-1/2 23-1/2 F 14-1/2 14-1/2 18-1/2 18-1/2 G 3-3/8 3-3/8 3-7/8 3-7/8 H A-1/8 4-1/8 1-15/16 1-15/16 J 8-1/2 8-1/2 11 11 K 20-1/4 20-1/4 24-1/4 24-1/4 L 7-1/4 7-1/4 ` 4-1/2 4-1/2 M 5-1/4 5-1/4 4-1/2 4-1/2 5/16 16 EHB-MP — 24b — 41 MONOLITHIC Clear and Tinted Glass clear, unit constructed with a 1h' air space.) SHADING COEFFICIENTS Venetian SHADING COEFFICIENTS Draperies FLOAT GLASS THICKNESS U VALUE- No Venetian Blinds In Draperies No In. SUM. WIN. Shade Light I Med. Light Med Dark SS 3132 Light 1.13 1.01 Med. I Dark 118 OS 118 .88 .99 .50 .53 .56 .61 a9 Clear 5/32 1.03 1.72 .98 .55 ,64 .70 3116 .80 1.12 .96 .47 .51 .55 .60 3116 114 1.10 1 .93 .44 .63 .54 ,59 .69 -57 5116 1.03 1.09 1 .91 .55 .63 .53 .58 .68 318 1.02 1.08 1 .88 .70 .62 .52 .56 .66 .52 Heavy Duty 12 1.01 1.06 .84 .39 .61 .50 .54 ,63 Clear 518 1.01 1.04 .79 .54 .60 .49 .52 .60 3r4 .99 1.021 118 53 59 .47 .47 .50 .58 .44 .49 718 .98 1.00 .73 S7 .58 As -a9 .56 .41 3116 .48 1.12 1 .76 114 .59 ,47 .50 .58 Blue -Green 114 1.09 1.10 .70 -53 .57 .45 .47 1 54 118 1.08 1.13 .82 .54 1 .60 .50 .53 .62 Grey 3116 .47 1.12 .75 .53 .58 ,47 .50 .57 Clear with 114 1.09 1.10 .67 51 .55 .44 .46 .52 Heavy Duty 3.18 1.09 1.08 .56 .44 .46 .40 .42 ,46 1.08 1.06 .49 .39 .41 35 .37 .39 Grey12 Clear with Ila 1.08 1.13 .8a Sa 61 .50 .54 63 Golden 1.220 1.12 .76 .53 .59 .47 .50 .58 Bronze Clear with Light Gold 1.608 1.09 1.10 .69 S2 .56 A5 .47 .53 Heavy Duty a3116 1.09 1.08 .58 .45 .48 .41 ,43 .48 Bronze 1.08 1.06 1 .51 1 .41 43 -37 1 .39 1 At MONOLITHIC With Va_nLTran coating applied (1/4• glass thickness, coating on 02 Sa surface). .22 .27 .24 .25 .19 .23 .23 .24 3-108" .53 GLASS/COLOR COATING/NUMBER .24 21 .22 .21 .21 .22 Grey with 3.11401 .56 1-108 .89 90 26 .20 .22 27 20 .21 Clear with Silver 1.114 .98 .97 .35 .26 29 .33 28 .29 .58 1-120 1.02 1.02 .41 .30 .34 .43 .33 .35 .52 1.208 .90 .90 .27 21 23 F.31 .21 22 Clear with Golden 1-214 .98 97 .34 .25 28 .23 .27 .28 4.120" 1 1.220 1.02 1.02 .40 29 .33 .28 .32 .34 'Clear with -light Gold _ .90 j s'.90Y. 271 21 23 .36 21 22 .39 �2-108(1) .94 .93 28 21 .23 21 .22 22 BlueGreen� - 1.01 1.00 .34 25 .28 26 27 .28 with Silver 2.1204'1 1.03 1.01 .41 30 .34 .31 .33 .35 .22 3.10811? 1.01 .99 .36 .27 .30 27 28 .30 27 3.114'„ 1.07 1.05 .44 33 .37 .33 .35 .37 Grey with Silver 3-1204 1.09 1.08 .50 .38 .42 .38 39 .42 24 3.134M 1.11 1.11 .62 .45 .52 .44 .47 .52 .29 4.108" .99 .97 .34 25 28 26 27 .28 Bronze with Silver 4.114111 1.06 1.03 .40 29 .33 .30 .32 .34 •28 4.120"' 1.09 1.07 a6 .34 .38 35 36 .39 .33 4-134•' 1.11 1 1.11 j 7 .42 .48 .42 1 .44 .48 Bronze with Li ht Gold 4-60801 1 33 25 27 25 26 27 U Values shown represent Btu/hr./sq. ft/'F. (1) Heat -Treated only. For Therrnopane exterior lite must be heat-treated. (2) Winter U values are based on an outdoor temperature of 0'F„ and Indoor temperature of • 70'F. a 15 mph wind velocity and no sun. Summer U values and shading coefficients are based on an outdoor temperature of 90'F and Indoor temperature of 75'F. a solar Intensity of 250 Btulhr./sq, ft. and a 7.5 mph wind , velocity, -------- (3) `(3) Available only in 114' thickness -`„ L :1K THERMOPANE° insulatin Glass (Inboard light clear, unit constructed with a 1h' air space.) SHADING COEFFICIENTS Venetian Draperies FLOAT GLASS THICKNESS U VALUEM In No Blinds SUM. I WIN. Shade Light Med Light Med. I Dark 118 .55 .88 .58 .50 .53 .59 Clear a9 .83 .51 .57 .48 .52 .58 311656 114 .80 .49 -55 .47 .51 .57 3116 .63 -40 .44 ,41 .46 .48 Blue -Green -57 49 114 .56 36 .39 .39 .44 .43 118 .70 .44 ,48 .44 .48 .52 Grey .57 .49 3116 .61 .39 .42 .41 .45 A7 1/4 .53 .35 .37 .37 .41 .42 118 ,72 -45 .50 .44 .49 .53 Bronze 3/16 S7 .49 .63 .40 .44 .41 .46 1 .48 114 Sd 35 .38 .37 .42 1 .43 1' THERMOPANEo Insulating Glass with Vari-Tran coating applied (2 lights, 1/4' glass with 12' air space, coating on &2 surface. Inboard light clear.) GLASS/COLOR COATING/NUMBER 1-108 .47 .41 .16 .17 .15 .15 .16 Clear with 1-114 .52 .44 .18 .24 21 :22 .21 21 22 Silver 1.120 .54 .45 .30 .26 27 .26 .26 27 1-208 .48 .41 .18 .16 .17 .1 ,1 .16 Clear with 1-214 .52 .44 .24 21 .22 21 .21 .22 Golden 1.220 .54 .45 .28 24 .25 .24 .24 25 Clear with Light Gold 1.608 .48 -41 .18 .16 .17 .15 .15 .16 2-10811' .50 42 .17 .15 .16 .14 15 .15 Blue Green 2-114411 .53 20 21 .19 20 with Silver 2-1201 Sa 45 .22 .27 .24 .25 .19 .23 .23 .24 3-108" .53 .45 .24 21 .22 .21 .21 .22 Grey with 3.11401 .56 .47 .30 .26 .27 .26 .26 27 Silver 3.12001 .57 .48 .36 .30 .31 .30 .31 .33 3.134 .58 .49 47 -39 .40 .38 .40 .43 4-108411 .52 '.44 .22 20' 21 .19 .19 .20 Bronze with 4-114111 .55 a6 .27 24 _25 23 .23 24 Silver 4.120" 1 .57 .47 .32 27 ,28 .27 .28 .29 4-134 .58 .49 42 .35 .36 .34 ,36 .39 Bronze with Li htGold a 608" 1 ,52 X44 .21 .19 20 .18 .18 .19 7d0 SERIES VARI-TRAN® Monolithic Glass (1/4' glass thickness, coating on #2 surface.) GLASS/COLOR COATING/NUMBER 1-708 .94 .94 .27 21 21 ,21 .22 Clear with 1-714 .96 ,96 .33 • 25 ,23 .27 ,25 ,26 27 Silver 1-720 .99 .98 .40 .29 .33 .30 .32 .34 2-708411 .99 .97 23 23 24 Blue Greeny 2-7141'1 1.04 1.02 -30 .35 26 .25 .29 .23 .26 28 .29 with Silver 2-72001 1.03 1.01 .39 28 .32 .29-31 1 .33 3.7089" 1.03 1.01 .35 26 .29 •28 29 Grey with 37141 1.08 1.06 .42 -31 .35 .26 .32 .33 .36 Silver 3.72001 1.08 1.06 .47 35 .39 .36 37 .40 4.708j1) 1.01 .98 .33 25 .27 -25 26 27 Bronze 4714111 1.07 1.04 a0 29 .32 .34 with Silver 4720111 1.07 1.05 .45 34 .33 .37 .30 1 .34 700 SERIES VARI-TRAI11e 1' ThermopaneO Insulating Glass (2 lights 114' glass with 12' air space, coating on /2 surface, Inboard light clear.) GLASS/COLOR COATING/NUMBER 1-708 .50 .43 .18 .16 .17 .15 .15 .16 Clear with 1-714 .51 .43 23 .20 2/ .20 .20 21 Sliver 1-720 .53 .44 28 24 .25 .24 4 25 Blue -Green 2-708j11 .52 .44 ,18 .16 .17 .15 .15 416 with Silver 2.714111 .55 .46 .23 20 .21 20 .20 21 2-720411 .54 .45 26 23 24 22 22 23 Grey with 708111 54 45 22 1 19 t ,'Silver '. 1441 57 47 28 4 5 24 4 25 3 72an .56 .47 33 28 29 28 2830 Bronze '.^ ; i _ 470&11 _53 •44 21 .19 20 -18 18 1 :. with surer :_:...: 4.714111 .56 .46 26 23 24 22 22 23 4-720111 .56 .47 .31 27 .28 27 27 211 r, C KC EA so SO so WE NC NOTE: The O rest. vEwn CA..CULA T 10,','O= TOTAL H=AT G -1f. THROUGH GLASS AREAS The prediction of an accurate air condition - Ing load requires precise calculations for the given building. Procedures and values Included in this calculator are intended only as a model whereby the merits of various combinations of glass and shading may be evaluated. For additional information, refer to the 1981 ASHRAE Handbook of Fundamentals. LOF recommends the use of an air conditioning engineer for the development of a building's air conditioning system. REDUCTION OF HEATING LOAD The relation between heat loss by conduc- tion and convection for single glazing and Thermopanee insulating glass is in direct proportion to their thermal transmittance (U -value). In comparison, ThermopaneO Insulating glass provides a higher resistance to heat flow depending on the number of lights of glass and air space thickness. �F Glass 811 MADISON AVENUE P.O. BOX 799 TOLEDO, OHIO 43695 M HEAT CxVN GALCA1LATOR DEFINITIONS HEAT GAIN -The transmitted and absorbed solar energy due to glass and any shading combination when used. Basically heat gains through glass are due to: 1. Direct and diffused radiation from the sun. Diffused radiation is that reflected by dust panicles and moisture in the air. 2. Convection and conduction of heat due to ' differentials between, indoor and outdoor air temperatures. SOLAR HEAT GAIN FACTOR -The heat gain due to transmitted and absorbed solar energy for unshaded 1/8' clear glass in Stuh per sq. ft. This factor is the basis for calculating the heat gain for all types of glass and shading combinations. SHADING COEFFICIENT is the ratio of solar heat gain for a glass or glass -and -shading combination divided by the solar heat gain for 1/8' clear glass with no shading device. U VALUE -The thermal transmittance of glass area, for summer conditions shown in Btuh per sq. It. per °F. AIR TO AIR HEAT TRANSFER -Shown in Btuh per sq. ft. and determined by multiplying the total glass area by the U -value and by the differ- ence in the outdoor and Indoor air tempera- tures. When the outdoor air is warmer the product is positive showing a heat gain Into the building. A lower outdoor air temperature produces a negative product or heat IOse. COOLING LOAD -Total heat gain due to glass vision areas; (total solar heat gain) + (air to air heat gain) = total cooling load. ONE TON OF REFRIGERATION - 12,000 Stuh TG FIND TH TOTAL COOLING LOAD 1. Determine the orientation and total vision glass area for each elevation of the building under study. 2. Select the time of day and date for which the heat gain Is to be determined and set the calculator accordingly. 3. Find the solar heat gain factors for each elevation at the closest appropriate latitude corresponding with that of the building location. 4. Select the type of glass and type of shading desired from the products shown in the chart and extract the given shading coefficient. 5. For each elevation, multiply the glass area by the solar heat gain factor and this total by the shading coefficient to find the elevation's solar heat gain in Btuh. Add the solar heat gain of each elevation to find the total solar heat gain In Btuh. 6. To find the total air to air heat gain, multiply the total glass area by the difference in the outdoor and indoor air temperature. This sum Is multiplied by the U -value of the glass selected to find the total air to air heat gain (or heat loss). 7. Add the total solar heat gain to the total air to air heat gain (or subtract heat loss) to find the total cooling load. 8. Divide the total cooling load (Btuh) by 12,000 to find the tons of refrigeration required for the vision glass. l-� Irl the following examples determine the total heat gain due to glass Mclon- areas with medium colored draperies for September 21, 2 PAL The building e Is located at 40 deares North: latitude. The outdoor temperature Is 95' F and North .. 10.000 SF 28 t t hast a , 15,000 S.F.j f 201-- I; 8i I; South "3 20,000 S.F. r 185 y •i _ a -"� r ��:0,. �iWest ; 25,000 S F.',;_,1149 solar heat prim feetore for September 2%2 P.K. 40' North latitude a1 the reverse aide of the. calculator.::'y 3 Example 1: YV Float Glass •. ' k' ;' , - . ,_ � � North , .10.000. x Y 28 s x *�-..59"` rY 153,4008 East 15,000 x 28 ` x x.59 = 230,100Btuh South 20,000 x 165r x .59 = 1,947,000 Btuh West 25,000 x 148 x .69 = 2183,000 Btuh Total solar heat gain = 4,513,500 Btuh Add the total. air to air heal gain. Total glass area x difference In air to air temp. x 11 -value. 70,000 x (95.75) x 1.03 = 1,442.28,1uhuh Total tooling load = 5955B Tons of air conditioning, = 498 Example 2: Y4' Monolithic Varl•Tran 1.108 North 10,000 x 28 x .20 = 52,000 Stuh East 15,000 x 28 x 20, = 78,000 Btuh South 20,000 x 165 x 20 = 660,000 Btuh West 25,000 x 148 x 20 = 740,000 Btuh Total solar heat gain = 1,530,000 Btuh Add the total air to air heat gala Total glass area x difference in air to air temp. x Ll -value. 70,000 x (95.75) x .89 = 1,246,000 Stuh Total cooling load = 2,776,000 Btuh Tons of air conditioning = 231 Example 3: V Bronze Thermopane North 10,000 x 26 x .42 = 109,200 Btuh East 15,000 x 26 x .42 = 163,800 Stuh South 20,000 x 165 x .42 = 1,388,000 Stuh West . 25,000 x 148 x .42 = 1,554,000 Stuh Total solar heat gain = 3,213,(100 Btuh Add the total air to air heat gala Total glass area x difference in air to air temp. x U -value. 70,000 x (95.75) x .57 = 798,000 Stuh Total cooling load = 4,011,000 Stuh Tons of air conditioning = 334 Example 4: V Thermopane with Vari-Tran 2.708 North 10,000 x 26 x .15 = 39,000 Stuh Fast 15,000 x 26 x .15 = . 58,500 Stuh South 20,000 x 165 x .15 = 495,000 Stuh West 25,000 x 148 x .15 = 555,000 Stuh Total solar heat gain = 1,147,500 Btuh Add the total air to air heat gala Total glass area x difference in air to air temp. x U -value. 70,000 x (95.75) x .52 = 728,000 Stuh Total cooling load = 1,875,500 Btuh Tons of air conditioning = 156 M 5_ W,.WILLDAN ASSOCIATES ENGINEERS & PLANNERS 10: cl-ty of LA QUINTA ATTENTION: TOM HARTUNG We: ate forwarding O By Mail Descripllon transmittal DATE 20 Sept. 1989 JOB NO. 74002 PLAN CHECK 0 brown Residence "Enclave" By Messenger 2 Se "t Plans 2 Structural Calculations 2 5ets Truss Calculations 2 Sets Energy Calculations CoDlet Solis Report ton List Co Specifications Copy Details PLAN CHECKS: i<ernar►cs DATE: HOURS: 1st. 2nd. 3rd. 9/20/89 4th This Maletlal Is sent for O Checking O Your Files O Approval O Information 13 Correction &. Resubmittal opq Approved for Permit issuance O Other O Please sign Copies and return to our office. COPIES 10: - VERY TRULY YOURS WILLDAN ASSOCIATES ig 71-301 HIGHWAY 111. SUITE 1 • FRANCI-Io minAGE, CA 92270-4101 • (6191341-4452 • FAX 16191341-3499 I C.M. ENERGY CONSULTING 44-850 Las Palmas, Suite A i Palm Desert, California 92260 . Tel: (619) 346-8014 Se`p_tember_20 ; 19-8-9-- y WjLLDAN ASSOCIATES A-ttn: Bronz Young 71-301 Highway 111 Rancho Mirage, California 92270 Rei: Brown Residence * La Quinta (Back Check) Job No. 8956.10 Dear.Bronz, Ill�ave `reviewed the aforementioned Title 24 calculations for conformance with the Building Energy Efficiency Standards (1987) and the Energy Efficiency Manual CEC Publication P400-88-00.2 (July 1988). Il have ifound that the revised calculations are in substantial cbinformance with the aforementioned Standards. lo Si mel pher cFa den AIA CI A�. Enginaers,inE, - r �---r TESTING INSPECTION 1731-A WALTER STREET VENTURA, CALIFORNIA 93003 PHONE (805) 642-6727 January 6, 1987 B -16022-P1 87-1-48 The Anden Corporation P. 0. Box 780 La Quinta, CA 92253 Project: Tract 21120 La Quinta, California Subject: Alternative Grading Recommendations Reference: 1) Soil Engineering Report, No. 86-2-272, dated February 1986, by Buena Engineers, Inc. 2) Improvement and Grading Plan, Tract 21120, Sheets 1 and 2, J. F. Davidson Associates, Inc., March 18, 1986. The following grading recommendations may be used as alternatives to those contained in the original Soil Engineering Report: Reduce over -excavation of building pads and five feet beyol to one foot below bottom of footings; -scarify an additiona: .twelve inches, moisture condition and compact to a minimum tof 90% of maximum density. This will result in a minimum of 3.75 feet of compacted material in all building areas. Reinforced and premoistening of footings and slabs should be in accordance with Table 29-A (attached), for soils in the "medium" expansio . 1. OR Grade as per Reference No. 2, i.e., provide a minimum of three (3) feet of compacted soil in all building pads to a distance of 5.feet beyond. This grad,ng option shall be employed in conjunction with the following reinforce- ment and premoistening requirements: 1. a) Continuous footing reinforcement of 1 #5 bar, top and bottom, with #3 bars @ 24" in exterior footing and bent 3' into slab; slab reinforcement of #3 bars at 24" each way - NO WIRE MESH PERMITTED. ' VENTURA ( �� lO�►t Z%CASTER (805) 642-6727 (805) 948.7538 SANTA BARBARA P/ -'_M SPRINGS SAN LUIS 061SPO (E05) 966.9912 i7'•�) 32E-9131 t2G51 5a�:-6167 January 6, 1987 The Anden Corporation B -16022-P1 87-1-48 b) Premoisten footing and slab areas to 140% of optimum moisture content to a depth of 33" below lowest adjacent grade. Except as noted above, the referenced Soil Engineering Report remains valid. If you have any questions, please do not hesitate to contact the undersigned. Repectfully submitted, BUENA ENGINEERS, INC. C. %v . Carole Wockner Staff Engineer CW/RMB/cg Copies: 1 - The Anden Corporation 1 - Ventura File 1 - Palm .Springs Office Reviewed and Approved Richard M. Beard �O ?,GrES�/.�` , Soil Engineer �� O Mic%4J�\ C_- a= CE r24,552 0 :� {.t Exp. 12/31/89 mow- , CAVI N d 0 \F CA1"i r Page 2 of 2 BUENA. ENGINEERS, INC. Buena Engineers, Inc. 79-811 Country Club Drive, Suite 4 Bermuda Dunes; CA 92201 • (619) 345-1588 / 328-9131 Client Client -Address :Z7---Z- Client / 7`Z Client Phone ' _ 4 4:.1.1f DATE Jo JOB NO. 97— lis,.f- P PROJECT LOCATION FIELD TESTING CONTRACTOR OWNER WEATHER TEMP. 0at AM at PM PRESENT AT SITE TEST NUMBER TEST LOCATION LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT DRY DENSITY IbsJCu. ft. MAXIMUM DRY DENSITY % MAXIMUM DRY DENSITY Ibs./cu. ft. OPTIMUM MOISTURE CONTENT % F J I� REMARKS: ,0'7< Ad A'j, 17,p > � ,c% lU.0 �� c°Y, s 4 1 / v' f. ` Yl,/ `� ` v( GP'G '' /`�_ IDes iQ , I I �ijo '^moi 4-411 FIELD REPORT' CLIENT REPRESENTATIVE SIGNATURE . k ��y, TECHNICIANS SIGNATURE 1 / ..»-.--. . ',- ,.—it_s wcl ��r`. -4-0,7JGsk.. .._ 1 �= S' Buena Engineers, Inc. ~� 79-811 Country Club Drive, Suite 4 Bermuda Dunes, CA 92201 • (619) 345-1588 / 328-9131 Client Name �OA 106)---/ f7 Client Address 7-2 2 � C,4L9 Client Phone DATE -T JOB NO. a-?- /609 - Pl PROJECT FIELD TESTING LOCATION MOISTURE CONTENT % CONTRACTOR MAXIMUM DRY DENSITY /a OWNER WEATHER TEMP. o at AM Oat PM PRESENT AT SITE TEST NUMBER TEST LOCATION LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. ft. MAXIMUM DRY DENSITY /a MAXIMUM DRY DENSITY lbs./cu. ft. OPTIMUM MOISTURE CONTENT /o �S F� REMARKS: fXC?v�� 1ii.. S -e, l �ti rc•�•. of �t�� j r �.+11.. FIELID REPORT v v pr TECHNICIANS SIGNATURE 08 5 1-8, .nim -{4--'�-' ' : y; .. _ _ ` - ~ :.nd�. �r - , - • ,,t.«�`.Ltii,►.i.�alv.•!�1''. 4 Buena Engineers, Inc. 79-811 Country Club Drive, Suite 4 Bermuda Dunes, CA 92201 • (619) 345-1588 / 328-9131 Client Name '— ''t ,. � -� Client Address / ^ Z :� F- (' / Ix , Eh) 2c Client Phone DATE 7- JOB NO. 737- /&o7 - P/ PROJECT [� T3(Vw.. t LOCATION CONTRACTOR OWNER WEATHER TEMP. o at AM at PM PRESENT AT SITE TEST NUMBER TEST LOCATION P o -t LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. h. MAXIMUM DRY DENSITY % MAXIMUM DRY DENSITY lbs./cu. ft. OPTIMUM MOISTURE CONTENT % /0. 1 o-72- q5 — — ZL'a.p r3. �s ►I� 4 99 i/5.1 ,s.6 10-7. N 93 — -- REMARKS: �� .� ��r '�� ss ' rt G„".0 t X> law 6 Z21 all r. 747 7�, FIELD REPORT TECHNICIANS SIGNATURE 0.8 5, L, October 21, 1966 16 -3- 8-15022-P1 86-10-'251 Based upon intermittent observations and testing.dur-ing the grading operations, from August 25, 1986 through September .18;-1986,on this 17. Ve make. no warranty, expressed or implied,.except that our services we,r.:e.y performed—in accordance with -.engineering principles gene rel,ly:accepted at.this. time and location._ 18. As used herein, the -term- "observation" implies only that we observed the progress of work we agreed to be involved with, and performed tests on which together we based our opinion as to whether the work essentially complies with the job requirements. 19. It is recommended that the soil engineer be provided the opportunity for a general review of any changes to the final design and/or location of the proposed structures in order that earttn,,-rork and foundation recorrirnendotions may be properly interpreted, (If the soil engineer is not accorded the privilege of making this recorrit'ne ,ded review, he can assurne no responsibility for misinterpretation of his recommendations). 20. With any manufactured product, there are statistical variations in its 1.,niformity, and in the accuracy of tests used to me5sure its qualities. As compared with other manufactured products, field. construction usually has wider fluctuations in both product and test results. Thus, even with very careful observation and testing, it cannot be said that all parts of the product comply with the job requirements, Therefore, our opinion, based on observing and testing the work, means only that we performed our services in such 8 manner as to have reasonable certainty that the work essentially complies with the job requirements. 21. Locations and elevations of in-situ tests were determined in accordance with their importance and accuracg and proximity of provided survey control. Unless otherwise noted, their locations and elevations were determined by pacing and visual sightings. BUENA ENGINEERS, INC. October 21, 1986 -2- 13-16022-P 1 86-10-251 Discussion: 1. The project is located west of Eisenhower Drive and north of Avenida Anselmo in La Quinta, CA. 2. Prior to grading, the site consisted of pads with substantial weed growth that had been rough graded at an earlier date. 3. The proposed development will include a single family subdivision consisting of thirty-seven (37) lots. 4. The scope of our work was based on plans and specifications supplied to us by J. F. Davidson Associates; all field surveying was also done by J. F. Davidson. 5. The project area was cleared of vegetation and debris prior to the start of grading operations. 6. Footing areas were not overexcavated to a depth of two (2) feet below the bottom of footings and to a width of three (3) feet beyond the footings as per the referenced report. At the time of proposed construction, the overexcavation of the soils will be required to conform to the above -referenced soils report. As each lot is graded, samples of the bearing soils will be taken to determine the expansion index for foundation design on a lot -by -lot basis. 9. Areas to receive slabs on grade were excavated to a depth of one (1) foot below finish subgrade and an additional one (1) foot was scarified and compocted. 10. Areas to receive fill were processed by scarification, . moisture conditioning, and recompaction. 11. Fill materials consisting of on-site soils were placed in thin layers and compacted into place. 12. Areas not achieving minimum density requirements were reworked and retested. 13. Areas of low moisture content were scarified, moistened, recompacted, and retested. 14. A total of one hundred and one ( 10 1 ) density tests were performed. 15. Test results indicate that a minimum of ninety percent (90%) of the maximum density has been obtained in the areas tested. BUENA: ENGINEERS, INC --_4 TITLE 24 REPORT FOR: MAIDS QUARTERS FOR THE BROWN RESIDENCE THE ENCLAVE LA QUINTA, CALIFORNIA PROJECT DESIGNER: JUAN CARLOS OCHOA 980 TAHQUITZ-Mc CULLUM WAY PALM SPRINGS, CA. 92262 (619) 323-7476 OWNER: MR. BROWN REPORT PREPARED BY: THOMPSON SERVICES (R.E. THOMPSON) 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 Job Number: MAID527W Date: 6/13/1989 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 Michael Gabel Associates (415) 428-0803. Table Of Contents for Title 24 Report ------------------------------------- CoverPage.......................................................... 1 Tableof Contents ................................................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ G FormP -2R Points System Summary ..................................... 8 Form WS -1R Points Thermal Mass Worksheet ............................ 9 Domestic Hot Water Worksheet ........................................ 10 Form S Shading Coefficient (SC) Worksheet ................... 11 Form WS -2R Interpolation Worksheet .................................. 12 HVACZone S Space Loads Summary ..................................... 13 Form CF -3 Construction Assemblies ................................... 15 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) ' CF -1R page 3 of 20 ---------------------------7----------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Location: Indio Date: 6/13/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User =, 1615). -------------------------------------------------------------------------- PROJECT ADDRESS THE ENCLAVE LA QUINTA, CALIFORNIA GENERAL INFORMATION Compliance Method: Climate Zone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: Point System 15 Area: 527 sqft Single Fam Det North/East/South West (circle one) Slab Standard BUILDING SHELL INSULATION Component Area R-19 Frame Wall 439 RESIDENCE TO GARAGE R19 189 R-38 BU Roof/GYP CEIL 527 Carpeted Slab 223 Exposed Slab 304 U -Value Location/Comments ------- ------------------------------------ 0.0655 1ST FLOOR 0.0638 IST FLOOR 0.0298 1ST FLOOR 0.7200 1ST FLOOR/Slab F2 Val 0.9000 1ST FLOOR/Slab F2 Val THERMAL MASS Thick Mass Material Area (in) Type Location/Description --------------------- ---- ------------ ------------------------------ Concrete, Heavyweight 223 3.500 Covered 1ST FLOOR/Int Mass Concrete, Heavyweight 304 3.500 Exposed 1ST FLOOR/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I' Building Permit No Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. --------------------------------------------------------------------------- THOMPSON) Date (User= 1615) SHADING COEFF GI.,AZING Glass Glass Glass w/Int Orientation ----------- Area Type U -Val ------- ------ ----- Only Shade ----- ----- Description ----------------------- West 144.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING East 15.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING South 30.0 Special 0.50 0.59 0.59 DBL LOW E GLAZING North 22.5 Special 0.50 0.59- 0.59 DBL LOW E GLAZING SHADING (for Glazing above) Over Orientation ----------- Exterior Device ------------------------ SC ---- hang ---- Framing Type ----------------------- West Low Angle Sunscreen 0.15 3.0, Metal w/o Mullions East Low Angle Sunscreen 0.15 0.0. Metal w/o Mullions South Low Angle Sunscreen 0.15 4.0' Metal w/o Mullions North Low Angle Sunscreen 0.15 0.0 Metal w/o Mullions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 20 --'------------------------------------------------------- =----------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By. I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User T 1615) --------------------------------------------------------------------------- HVAC SYSTEMS Min Output Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location RVal (or approved equal) --------------- ----- ----------------------- ---- ----------------------- Gas fired 0.860 41000 Vent. Attic Spare 5.6 BDP 398A036040/568030 Air Conditioner10.000 28400 Max. Furnace Output: 45000 Btuh + [(86% - 71%) x 7000] = 150000 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No.of Energy = of System Type Volume (or approved equal) Units Credits Pumps ------------------- ----------------------------- ------------ ----- Gas Fired 50.0 Std Gas 50 gal or less 1 0 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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 JUAN CARLOS OCHOA 980 TAHQUITZ-Mc CULLUM WAY PALM SPRINGS, CA. 92262 (619) 323-7476 License No: Signed: DOCUMENTATION AUTHOR THOMPSON SERVICES (R.E. THOMPSON) 9255 FORTUNA AVENUE YUCCA VALLEY, CA. 92284 (619) 365-1520 BUILDING OWNER MR. BROWN Signed: ENFORCEMENT AGENCY Name: Agency: Telephone: Signed:,11t — Signed: MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1615) --------------------------------------------------------------------------- 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 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). * o 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 clamper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Enforcement MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 20 --•------------------------=------------------------------------------------ Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Location: Indio Date: 6/13/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) --------------------------------------------------------------------------- HVAC AND PLUMBING SYSTEM MEASURES o Sec. 2.-5352.(g) and 2-5303: Space conditioning equipment sizing: attach calculations. p 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(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); 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. 5. 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 20 ---=----------------------------------------------------------------------- Project:.MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I I _ Building Permit No Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON-SERVICES --------------------------------------------------------------------------- (R.E. THOMPSON) I I Date (User = 1615) BUILDING DATA ------------- Conditioned Floor Area 527 sqft Number of Stories 1 Occupancy Type Single Fam Det SCORE CAPD Measure Points ------------------------- 1. Roof Insulation ------- 0.0298 (U -Value) ------ 0 2. Wall Insulation 0.0649 (U -Value) 0 3. Raised Floor Insulation 0.0000 (U -Value) 3a. Controlled Vent Crawlspace 0.0 (R -Value) I -2 4. Slab Edge Insulation 0.8368 (f2 factor) I 5. Infiltration Standard 0 6. Glass Heat Loss 0.50 40.1% -20 Sum 1-6 -22 7. Shade Open Area % Glass SC OH Eff % a. ------------ North 22.5 4.3 ---- x 0.13 ---- ----- = 0.6 0 b. East 15.0 2.8 x 0.13 x 1.00 = 0.4 0 c. South 30.0 5.7 x 0.13 x 0.85 = 0.6 0 d. West 144.0 27.3 x 0.13 x 0.90 = 3.2 1 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 S. Shade Closed Area % Glass SC OH Eff % a. ------------ North 22.5 4.3 -------- x 0.13 ----- = 0.6 0 b. East 15.0 2.8 x 0.13 x 1.00 = 0.4 3 c. South 30.0 5.7 x 0.13 x 0.65 = 0.5 4 d. Priest 144.0 27.3 x 0.13 x 0.85 = 3.1 -7- e. Skylight 0.0 0.0 x 0.00 = 0.0 0 9. Interior Thermal Mass 3.42 2 1.0. Exterior Wall Mass 0.00 0 Sum 7-10 3 11. Heating System 0.860 SE x 0.83 Duct Eff = 0.72 Eff SE 7 Zonal Control: No 12. Cooling System 10.000 SEER x 0.82 Duct Eff = 8.23 Eff SEER 13 13. Water Heating (see DHW Worksheet) = 0 Point Total: 1 THERMAL MASS WORKSHEET WS -1R page 9 of 20 --=----------------------------------------------------------=------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 I Designer_: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location:.Tndio Date: 6/13/1989 Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON). I Date (User 1615) -----------------------------------------------------==-------------------- , INTERIOR THERMAL MASS Mass Material Thick ---------------------- ----- Concrete, Heavyweight 3.50 Concrete, Heavyweight 3.50 INTERIOR MASS FACTOR Sides Wall Exposed U -Value ------- ------- 0 1 1799.8 IMC / Interior Interior Mass Mass Mass Area Factor Capacity 223.0 x 1.8 = 401.4 304.0 x 4.6 = 1398.4 TOTAL 1799.8 527 sqft = 3.42 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. O Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 10 of 20 --=------------------------------------------------------------------------- Pr_oject: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 I Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User 1615) --------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE See Appendix D 2 Manufacturer & Water heating budget 18700 KBtu/yr/unit, see Table 1 3 Model. number Tank set temp. Std Gas 50 gal or less 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 9 Number of pumps (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA 1 Climate Zone - 15 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 50 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 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C 11ATER HEATING ENERGY CREDITS --------------------------------------------------------------------------- 1 Credit name See Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) 1 Recovery load 10539.4 ([B5 x 8.25 x(140-B4)x 365 x 0.001]-C2)x B8 2 Recovery energy 13867.6 D1 / A6 3 Standby loss energy 4839.6 (24 - [(D2 x 1000)/(A8 x A9 x 365)]; x 8.25 x A5 x B7 x 365 x (140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 1.8707.2 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: ([(D2 + D3) x 3] + D4; / B8 6 Water heating budget comparison -7.2 KBtu/yr/unit B2 - D5 7 Water heating budget -0.0 Points (D6 / Floor Area) x 2 x B8 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 11 of 20 --------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No ' Incation: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User # 1615) ----------------=---------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Special 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: DBL LOW E GLAZING 7. SC Shade Open: 0.59 (from Table G-9 or show calculation). S. SC Shade Closed: 0.59 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.59 (SC #7) x 0.88 (FMF #5) = 0.52 SC Shade Open 10a.0.59 (SC #8) x 0.88 (FMF #5) = 0.52 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: Low Angle Sunscreen 11. SC Exterior Shade: 0.15 (from Table G-11 or manufacturer's data) 12. [(0.52 (SC #9a) x 0.25) + 0.75] x 0.15 (SC #11) = 0.13 SC Shade Open 13. [(0.52 (SC #10a) x 0.25) + 0.751 x 0.15 (SC #11) = 0.13 SC Shade Open OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area ----------- ----- Depth -=---- Above ----- Height ------ Ratio ----- Shade Open ---------- Shade Clsd ---------- West 144.0 3.0 / ( 0.1 + 9.0) = 0.33 0.90 0.85 South 30.0 4.0 / ( 0.1 + 9.0) = 0.44 0.85 0.65 INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 12 of 20 --------------------------------------- m MAIDS QUARTERS FOR THE BROWN RESIDENCE j COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT j Building Permit No Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 1615) --------------------------------------------------------------------------- INTERPOLATION Point Point Point Score Actual Value Score Score Value Value Point Item 1 Value 1 2 1 2 1 Score ------- Roof ----=- 4 +( ------ 0.0298 ----- - 0.02) x ----- ( -4 - ----- 4) /( ----- 0.04 ----- - 0.02) ----- = 0 Wall 1 +( 0.0649 - 0.06) x ( -3 - 1) /( 0.08 - 0.06) = 0 Slab Edge -1 +( 0.8368 - 0.80) x ( -3 - -1) /( 0.90 - 0.80) _ -2 Glass Type 3 -20 +(40.1328 -40.00) x ( -31 - -20) /(50.00 -40.00) _ -20 N Shade Open 0 +( 0.5634 - 0.00) x ( 0 - 0) /( 1.00 - 0.00) = 0 E Shade Open 0 +( 0.3756 - 0.00) x ( 0 - 0) /( 1.00 - 0.00) = 0 S Shade Open -1 +( 0.6394 - 0.00) x ( 0 - -1) /( 1.00 - 0.00) _ -0 W Shade Open 1 +( 3..2494 - 3.00) x ( 1 - 1) /( 4.00 - 3.00) = 1 N Shade Clsd 1 +( 0.5634 - 0.00) x ( 0 - 1) /( 1.00 - 0.00) = 0 E Shade Clsd 4 +( 0.3756 - 0.00) x ( 1 - 4) /( 1.00 - 0.00) = 3 S Shade Clsd 6 +( 0.4907 - 0.00) x ( 2 - 6) /( 1.00 - 0.00) = 4 W Shade Clsd -7 +( 3.0584 - 3.00) x ( -12 - -7) /( 4.00 - 3.00) _ -7 Int Mass 1 +( 3.4152 - 3.00) x ( 2 - 1) /( 3.50 - 3.00) = 2 Heating 6 +( 0.7167 - 0.70) x ( 10 - 6) /( 0.80 - 0.70) = 7 Cooling 11 +( 8.2333 - 8.00) x ( 20 - 11) /( 9.00 - 8.00) = 13 WEIGHTED AVERAGE POINTS Type 1 Type 2 .Type 3 Total Average Item --------- Points Area ------ ---- Points ------ Area ---- Points ------ Area ---- Area ----- Points ------- HVAC ZONE HEATING & COOLING LOAD SUMMARY page 13 of 20 -=------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) -------------------------------------------------- ; ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE PEAK 1ST FLOOR (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain ,EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting.Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD HEATING 13284 13284 0 664 266 -1273 12941 0 129 259 -0 13329 WHOLE HOUSE BDP 398AO36040/568030 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % 0 COOLING PEAK SENSIBLE LATENT (Aug 2pm) 9837 395 9837 395 .0 cfm) 0 -0 492 197 8 1273 11799 403 0 cfm) 0 -0 0 118 236 8 0 12153 411 1.0 tons 0.0 tons SYSTEM PERFORMANCE 41000 23391 2189 AT DESIGN CONDITIONS 1.9 tons 0.2 tons SPACE HEATING & COOLING LOAD SUMMARY page 14 of 20 --, ------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Location: Indio Date: 6/13/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) IDate (U>er _ 1615) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS HEATING -------------------- ------- Peak Hour: Jan 12am Indoor Conditions: 70 F DB Outdoor Conditions: 29 F DB LOAD COMPONENT Btu/hr Wall Conduction 1178 Window Conduction 4366 Door Conduction 0 Roof Conduction 643 Skylight Conduction 0 Floor Conduction 0 Slab Conduction 4472 Interior Conduction 0 Infiltration 2625 Solar Gain Lighting Equipment Occupants SPACE LOADS 13284 Btu/hr 1ST FLOOR COOLING SENSIBLE LATENT -------- ------ Aug 2pm 78 F DB 50 % RH 112 F DB 75 F WB Btu/hr 845 3523 0 773 0 0 0 2177 1404 360 360 395 9837 Btu/hr 0.8 tons Btu/hr 0 395 395 Btu/hr 0.0 tons SUPPLY AIR QUANTITIES --------------------- Heati.ng: 13284 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 302 cfm Cooling: 9837 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 396 cfm CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 15 of 20 -s -------- -------------- --------------------------------------------------- Project:'MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Location: Indio Date: 6/13/1989 Building Permit No Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User = 1615) --------------------------------------------------------------------------- Assembly Name: RESIDENCE TO GARAGE R19 Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value • 0.0507 x 0.85 + 0.1354 x 0.15 = 0.0634 Winter U -Value 0.0509 x 0.85 + 0.1368 x 0.15 = 0.0638 OVERALL VALUES ADJUSTED FOR FRAMING -------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Weight: 7.3 lb/sqft Heat Capacity: 2.20. R -Value 15.78 15.68 U -Value 0.0634 0.0638 Th R -Value Construction Components --------------- ---------- ------------- =------------------------------------ Fr JAY Summer winter Outside Air Film 0.25 0.17 1. Gypsum or Plaster Board 0.625 0.56 0.56 2.. Insulation, Mineral Wool, R-17.8 * 5.500 17.80 17.80 3. Gypsum or Plaster Board 0.500 0.45 0.45 4. 5. 6. 7. S. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 19.74 19.66 Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value • 0.0507 x 0.85 + 0.1354 x 0.15 = 0.0634 Winter U -Value 0.0509 x 0.85 + 0.1368 x 0.15 = 0.0638 OVERALL VALUES ADJUSTED FOR FRAMING -------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Weight: 7.3 lb/sqft Heat Capacity: 2.20. R -Value 15.78 15.68 U -Value 0.0634 0.0638 CONSTRUCTION ASSEMBLY COMPLIANCE FORM I CF -3 . page 16 of 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE I COMPLY 2.4 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No Location: Indio Date: 6/13/1989 I Checked By I _ Documentation: THOMPSON SERVICES (R.E. THOMPSON) I Date (User -77' 1615) --------------------------------------------------------------------------- Assembly Name: R-19 Frame Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + 0.1416 x 0.15 = 0.0650 Winter U -Value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sgft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Stucco 0.875 0.17 0.17 2. Membrane, Vapor -Permeable Felt 0.010 0.06 0.06 3. Insulation, Mineral Wool, R-17.8 * 5.500 17.80 17.80 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 19.42 19.34 Framing Percentage: 15.0 % Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0515 x 0.85 + 0.1416 x 0.15 = 0.0650 Winter U -Value 0.0517 x 0.85 + 0.1433 x 0.15 = 0.0655 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sgft Heat Capacity: 3.23 R -Value 15.38 15.28 U -Value 0.0650 0.0655 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 17 of 20 -=------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: Indio Date: 6/13/1989 1 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User � 1615) --------------------------------------------------------------------------- Assembly Name: R-38 BU Roof/GYP CEIL 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 0.0246 x 0.90 + 0.0'716 x 0.10 = 0.0293 Winter U -Value 0.0249 x 0.90 + 0.0737 x 0.10 = 0.0298 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 9.6 lb/sgft Heat Capacity: 3.11 R -Value 34.08 33.60 U -Value 0.0293 0.0298 Th R -Value Construction Components ---7 Fr (in) =---------------- Summer Winter ----------------------- ------------------------------- Outsi.de Air Film 0.25 0.17 1. Roofing, Built -Up 0.375 0.33 0.33 2. Plywood 0.500 0.63 0.63 3. Insulation, Mineral Wool, R-38 * 11.500 38.00 38.00 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.61 Total 40.58 40.19 Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0246 x 0.90 + 0.0'716 x 0.10 = 0.0293 Winter U -Value 0.0249 x 0.90 + 0.0737 x 0.10 = 0.0298 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 9.6 lb/sgft Heat Capacity: 3.11 R -Value 34.08 33.60 U -Value 0.0293 0.0298 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 18 of 20 Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit No Location: .Indio Date: 6/13/1989 1 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User _ 1615) --------------------------------------------------------------------------- Assembly Name: Carpeted.Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.01 R -Value 3.22 3.45 U -Value 0.3106 0.2899 Th R -Value Construction Components Fr (in) Summer Winter ----------------------7---------------------------------------------------- Outside Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 3.22 3.45 Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 40.9 lb/sqft Heat Capacity: 9.01 R -Value 3.22 3.45 U -Value 0.3106 0.2899 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 19 of 20 -1 ------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 I Designer: JUAN CARLOS OCHOA ARCHITECT I Building Permit No I Location: Indio Date: 6/13/1989 I Checked By I Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User ? 1615) --------------------------------------------------------------------------- Assembly Name: Exposed Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING I I ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 55.8 lb/soft Heat Capacity: 11.83 R -Value U -Value 1.26 1.49 0.7937 0.6711 Th R -Value Construction Components Fr (in) Summer Winter ---------=----------------------------------------------------------------- Outside Air Film 0.25' 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Terrazzo 1.500 0.12 0.12 3. 4. 5. 6. 7. o. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 1.26 1.49 Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING I I ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 55.8 lb/soft Heat Capacity: 11.83 R -Value U -Value 1.26 1.49 0.7937 0.6711 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 20 of 20 -0 ------------------------------------------------------------------------- Project: MAIDS QUARTERS FOR THE BROWN RESIDENCE COMPLY 24 v 2.20 Designer: JUAN CARLOS OCHOA ARCHITECT Building Permit RTo Location: Indio Date: 6/13/1989 Checked By Documentation: THOMPSON SERVICES (R.E. THOMPSON) Date (User 1 1615) --------------------------------------------------------------------------- Assembly Name: DBL LOW E GLAZING Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter ---------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. comfort eze low e glass 0.500 1.11 1.14 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 -----------------------------------------------------------=--------------- Total 2.04 1.99 Framing Percentage: 0.0 % Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.04 1.99 U -Value 0.4900 0.5035 Sketch of Construction Assembly Vini.ble Transmittance: 0.68 Winter Shading Coefficient: 0.59 Summer Shading Coefficient: 0.59 TO. ILLAN ASSOCIATES ENGINEERS PLANNERS (619) 341-4452 71-301 Highway 111, Suite 1 Rancho Mirage, CA 92270 City of La Quinta. Attn: Mr. Tom Hartung 78-105 Calle Estado La Quinta, CA 92253 Plan Checking Service - August 1989 Project Valuation Brawn Residence $ 410,334. BROW( UC IE 11000101 Project - 74002 Task - 1101• Dep' t. - 00 City Fee % $ 1,123.20 75 % C IVF-® TOTAL Alm W DUE THIS INVOICE: SEP CITY oLH A U PLANNING & DEVELgMENT DEPT. D� ACCOUNTS ARE PAYABLE WITHIN 15 DAYS UNLESS SPECIAL ARRANGEMENTS ARE MADE. A SERVICE CHARGE OF 1%, PER MONTH MAY BE LEVIED ON OVERDUE UPAID BALANCES. DATE 9/18/89 $ 842.40 $ 842.40