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11570 (RPL)Building Address 54-12-&G RUBIO P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 No. 11570 DEAN MACGUIGAN BUILDING: TYPE CONST. A.P. Number OCC. GRP. Mailing Address 53-780 VELASCO CityZip Tel. LA QUINTA 92253 Legal Description Project Description POOL ONLY Contractor' AMERICAN POOL Address 68575 SAN FELIRE CityZip Tel.: CATHEDRAL CIT' 92234 322-26669 State Lic. City & Classif. C 53-518742 Lic. # 1104 Sq. Ft. No. No. Dw. Size Stories Units Arch., Engr., Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. City Zip State Lic. # LICENSED -CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70 OO) Professions Code, and my license its in full force and effof Division 3 of the Business and act u . tt . I r_!/_9L_ SIGNATURE DATE OWNER-BUILDEAI`DECLARATION I hereby affirm that I am exempt from the Contractori License Law for the following reason: (Sec. 7031.5,Business and Professions Code: -Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contracfor(s) licensed pursuant to the Contractor's License Law.) ❑ I am exempt under Sec. B. t; P.C. for this reason Estimated Valuation 113,000 PERMIT AMOUNT ' Plan Chk. Dep. Plan Chk. Bal. $93. 6 0 Const. 144.00 Mech. 24.00 Electrical 45.00 Plumbing 27. 00 S. M.I.. 1. 30 Grading Driveway Enc. Date Owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate�of cotnsent toLself-insure, or a certificate of Worker's Cc pensalion Insurance, or a certified copy thereof. (Sec. 4@00, Labor Code.) Poln, No. � W i?" -/ Company zf'`i ! 1�Y 0Co" ❑py Is filed with the city. O Certified copy is hereby furnished. _ TOTAL $534.90 CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE REMARKS— i �: r°• i !t" f It pr2 (This section need not be completed If the permit Is for one hundred dollars ($100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. j V L.�� i1 Y I iJ i Ht. ! i t. v Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name FINAL DATE INSPECTOR Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration If work thereunder is suspended for 180 days. I certify that I have read this application and state that the above Information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Issued by: Validated by: Date Permit Signature of applicant Date Mailing Address Validation: City, Stale, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEESr N0. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SQ. FT. ® POR. SO. FT. ® GAR. SQ. FT. ® CAR P. SQ. FT. WALL SO. FT. ® SO, FT. @ ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation STORAGE TANK FLOOR DRAIN MECHANICAL FEES DUCT WORK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER REINF. STEEL GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM FINAL INSP. KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY i HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER SPARK ARRESTOR GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING 6 AIR COND. SOLAR SETBACK GROUND PLUMBING:3 3 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 FOUND. REINF. GAS (ROUGH) si METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. (y— —`7Y FINAL INSP. G`v `�� GRADING cu. yd. $ plus x$ =$ LUMBER GR. FRAMING ROOFING / ✓ /16G1jt//jFIREPLACE i REMARKS: VENTILATION FIRE ZONE ROOFING SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION 6 L v CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL TITLE 24 REPORT FOR: MAC GUIGAN RESIDENCE 350 AVE. RUBIO LA QUINTA, CA. PROJECT DESIGNER: SYNERCON DEVELOPEMENT 94-940 HWY. 111 SUITE 429 INDIAN WELLS, CA. 92210 (619) 564-6929 OWNER: DEAN MAC GUIGAN REPORT PREPARED BY: R&R ENGINEERING AND CONSTRUCTION SVS. R.E. THOMPSON 55857 29 -PALMS HWY., YUCCA VALLEY, CA. (619) 369-7486 Job Number: MAC3679W Date: 10/28/1992 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by the Public Domain Point System, developed by the California Energy Commission. This program developed by Gabel Dodd Associates (415) 428-0803. 91 Table Of Contents for Title 24 Report ------------------------------------- CoverPage.......................................................... 1 Table of Contents ................................................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ 6 Form P -2R Point System Summary ...................................... 8 Form S Shading Coefficient (SC) Worksheet ........................... 9 Domestic Hot Water Worksheet ........................................ 15 Form WS -1R Points Thermal Mass Worksheet ............................ 16 Form WS -2R Interpolation Worksheet .................................. 17 Form CF -3 Construction Assemblies ................................... 18 HVAC Zone & Space Loads Summary .......... 27 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- PROJECT ADDRESS Job #: MAC3679W 350 AVE. RUBIO LA QUINTA, CA. GENERAL INFORMATION 1504 Compliance Method: Point System Climate Zone: 15 Total Conditioned Floor Area: 3679 sqft Building Occupancy: Single Fam Det Front Entry Orientation: West Number of Dwelling Units: 1 Floor Construction Type: Slab Infiltration Control: Standard BUILDING SHELL INSULATION Component Area U -Value Location/Comments R-13 Wall w/1" EPS 1504 0.0585 LIVING ZONE R-19 Frame Wall To Gar. 776 0.0638 LIVING ZONE R-13 Wall w/1" EPS 1213 0.0585 MASTER DEDROOM R-13 Wall w/1" EPS 751 0.0585 BEDROOM 2-3 R-38 Roof/Gyp Ceiling 2214 0.0288 LIVING ZONE R-38 Roof/Gyp Ceiling 954 0.0288 MASTER DEDROOM R-38 Roof/Gyp Ceiling 511 0.0288 BEDROOM 2-3 Carpeted Slab 1796 0.7200 LIVING ZONE /Insul= R-0.0 Exposed Slab 418 0.9000 'LIVING ZONE /Insul= R-0.0 Carpeted Slab 838 0.7200 MASTER DEDROOM /Insul= R-0.0 Exposed Slab 116 0.9000 MASTER DEDROOM /Insul= R-0.0 Carpeted Slab 461 0.7200 BEDROOM 2-3 /Insul= R-0.0 Exposed Slab 50 0.9000 BEDROOM 2-3 /Insul= R-0.0 THERMAL MASS Thick Mass Material --------------------- Area ---- (in) Type Location/Description ----- Concrete, Heavyweight 1796 ------- ------------------------------ 3.500 Covered LIVING ZONE /Int Mass Concrete, Heavyweight 418 3.500 Exposed LIVING ZONE /Int Mass Concrete, Heavyweight 838 3.500 Covered MASTER DEDROOM /Int Mass Concrete, Heavyweight 116 3.500 Exposed MASTER DEDROOM /Int Mass Concrete, Heavyweight 461 3.500 Covered BEDROOM 2-3 /Int Mass Concrete, Heavyweight 50 3.500 Exposed BEDROOM'2-3 /Int Mass In CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- GLAZING Glass w/Int Location Orient Area Type U -Val SC Shade Description --------- ------ ----- ------ ----- ----- ----- ----------------------- LIVING ZONE West 36.0 Special 0.52 0.40 0.65 GLS BLK ASHRAE TABLE 43 West 18.0 Double 0.65 0.88 0.88 Double/No Int Shades East 124.0 Double 0.65 0.88 0.88 Double/No Int Shades South 24.0 Double 0.65 0.88 0.88 Double/No Int Shades South 8.0 Double 0.65 0.88 0.88 Double/No Int Shades North 48.0 Double 0.65 0.88 0.88 Double/No Int Shades North 20.0 Double 0.65 0.88 0.88 Double/No Int Shades West 6.0 Double 0.65 0.88 0.88 Double/No Int Shades MASTER DEDROOM West 32.0 Double 0.65 0.88 0.88 Double/No Int Shades East 241.0 Double 0.65 0.88 0.88 Double/No Int Shades South 64.0 Double 0.65 0.88 0.88 Double/No Int Shades North 12.0 Double 0.65 0.88 0.88 Double/No Int Shades BEDROOM 2-3 East 38.0 Double 0.65 0.88 0.88 Double/No Int Shades South 16.0 Double 0.65 0.88 0.88 Double/No Int Shades North 16.0 Double 0.65 0.88 0.88 Double/No Int Shades SHADING (for Glazing above) Over Location Exterior Device SC hang Framing'Type --------------------------------- ---- ---- ----------------------- LIVING ZONE None 1.00 4.0 No Framing None 1.00 6.0 Wood Door w/o Mullions 50 % Bug Screen 0.84 14.0 Metal w/Mullions 50 % Bug Screen 0.84 0.0 Metal w/Mullions 50 % Bug Screen 0.84 0.0 Wood Door w/o Mullions 50 % Bug Screen 0.84 0.0 Metal w/Mullions None 1.00 0.0 Wood Door w/Mullions 50 % Bug Screen 0.84 0.0 Metal w/o Mullions MASTER DEDROOM 50 % Bug Screen 0.84 0.0 Metal w/Mullions 50 % Bug Screen 0.84 0.0 Metal w/Mullions 50 % Bug Screen 0.84 14.0 Metal w/o Mullions 50 % Bug Screen 0.84 0.0 Metal w/Mullions BEDROOM 2-3 50 % Bug Screen 0.84 0.0 Metal w/Mullions 50 % Bug Screen 0.84 0.0 Metal w/Mullions 50 % Bug Screen 0.84 6.0 Metal w/Mullions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.2C Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Building Permit No Checked By Date User # 1615 HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No. System Type Efficiency (Btuh) Location RVal (or approved equal) ----------- ---------- ---------------------- ---- ----------------------- Heat Pump 6.600 HSPF 58000 Vent. Attic Space 5.6 Day&Night 542GN060-C Air'Cond 8.900 SEER 58000 Vent. Attic Space Heat Pump 6.600 HSPF 45000 Vent. Attic Space 5.6 Day&Night 542GN048-C Air Cond 8.900•SEER 47500 Vent. Attic Space Zone Furnace Max: 1.3 x [ 40753 Btuh + (10 x 2214 sqft)] = 81761 Btuh Zone Furnace Max: 1.3 x [ 30791 Btuh + (10 x 1465 sqft)] = 59073 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy R-12 System Type Volume (or approved equal) Sys Credits Blanket Electric Resistance 47.0 A.O.Smith DSE-050 (SE) 2 0 Y SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) A Zonally Controlled HVAC System which meets CEC criteria has been assumed 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 SYNERCON DEVELOPEMENT 94-940 HWY. 111 SUITE 429 INDIAN WELLS, CA. 92210 (619) 564-6929 License No: G4� nQ � _ BB Signed: Dat DOCUMENTATION AUTHOR R&R ENGINEERING AND CONSTRUCTION SVS. R.E. THOMPSON 55857 29 -PALMS HWY., YUCCA VALLEY, CA. (619) 369-7486 Signed:/0(2Z- 2 to BUILDING OWNER DEAN MAC GUIGAN Signed: 1.1AZ ate ENFORCEMENT AGENCY Name: Agency: Telephone: Signed: Date MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. 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 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 0.30, 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 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- HVAC AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. * o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(1): Water heater insulation blanket (R-12 or greater) for storage & backup tanks for solar water heating systems; first 5 feet of pipes closest to tank insulated (R-3 or greater) . o Sec. 2-5312(Exception I): Pipe insulation on steam and -steam condensate return & recirculating piping. o Sec. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 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. POINTS SYSTEM -SUMMARY: CLIMATE ZONE 15 1 P -2R page 8 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- BUILDING DATA Conditioned Floor Area 3679 sqft Number of Stories 1 Occupancy Type Single Fam Det SCORE CARD Measure Points ------------------------- 1. ------- Roof Insulation 0.0288 (U -Value) ------ 0 2. Wall Insulation 0.0595 (U -Value) 1 3. Raised Floor Insulation 0.0000 (U -Value) 3a. Controlled Vent Crawlspace 0.0 (R -Value) -> 0 4. Slab Edge Insulation 0.7510 (f2 factor) 5. Infiltration Standard 0 6. Glass Heat Loss 0.64 13.20 3 Sum 1-6 4 7. Shade Open Area % Glass SC OH Eff o a. ------------ North 96.0 2.6 x -------- 0.71 ----- = 1.9 0 b. East 186.0 5.1 x 0.68 x 0.73 = 2.5 -1 c. South 112.0 3.0 x 0.73 x 0.59 = 1.3 0 d. West 92.0 2.5 x 0.62 x 0.89 = 1.4 0 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 8. Shade Closed Area o Glass SC OH Eff a. ------------ North 96.0 2.6 x ---- 0.71 ---- ----- = 1.9 0 b. East 186.0 5.1 x 0.68 x 0.65 = 2.3 -3 c. South 112.0 3.0 x 0.73 x 0.67 = 1.5 0 d. West 92.0 2.5 x 0.71 x 0.84 = 1.5 -1 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 9. Interior Thermal Mass 2.24 -1 10. Exterior Wall Mass 0.00 0 Sum 7-10 -6 11. Heating System 6.600 HSPF x 0.83 Duct Eff = 5.50 Eff HSPF 1 Zonal Control: Yes 12. Cooling System 8.900 SEER x 0.82 Duct Eff = 7.33 Eff SEER 14 13. Water Heating (see DHW Worksheet) _ -11 Point Total: 2 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 9 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/19921 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- GENERAL INFORMATION Building Permit No Checked By Date User # 1615 ------------------- 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 ----------- ----- ------ ----- ------ ----- ---------- ---------- West. 36.0 4.0 / ( 0.1 + 7.0) = 0.56 0.83 0.75 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 10 of 34 --------------------------------- : MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- GENERAL INFORMATION Building Permit No Checked By Date User # 1615 ------------------- 1. Glazing Type: Double 3. Framing Type: Wood Door w/o Mullions 5. Framing/Mullion Factor: 1.00 (from Table G-10) 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 1.00 (FMF #5) = 0.88 SC Shade Open 10a.0.88 (SC #8) x 1.00 (FMF #5) = 0.88 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 ----------- ----- ------ ----- ------ ----- ---------- ---------- West 18.0 6.0 / ( 1.0 + 7:0) = 0.75 0.76 0.68 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 11 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Metal w/Mullions 5. Framing/Mullion Factor: 0.81 (from Table G-10) 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.81 (FMF #5) = 0.71 SC Shade Open 10a.0.88 (SC #8) x 0.81 (FMF #5),= 0.71 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 o Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(0.84 (SC #11) x0.25) + 0.751 x 0.71 (SC #9a) = 0.68 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.751 x 0.71 (SC #10a) = 0.68 SC Shade Closed OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd ----------- ----- ------ ----- ------ ----- ---------- ---------- East 124.0 14.0 / ( 0.5 + 8.0) = 1.65 0.59 0.48 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 12 of 34 ---------------------------------------------------------'------------------ Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User #'16-1-5T --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Wood Door w/o Mullions 5. Framing/Mullion Factor: 1.00 (from Table G-10) 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 1.00 (FMF #5) = 0.88 SC Shade Open 10a.0.88 (SC #8) x 1.00 (FMF #5) = 0.88 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. [(0.88 (SC #9a) x 0.25) + 0.751 x 0.84 (SC #11) = 0.81 SC Shade Open 13. [(0.88 (SC #10a) x 0.25) + 0.751 x 0.84 (SC #11) = 0.81 SC Shade Closed --------------------------------------------------------------------------- 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 13 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User 1615 --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Wood Door w/Mullions 5. Framing/Mullion Factor: 0.92 (from Table G-10) 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.92 (FMF #5) = 0.81 SC Shade Open 10a.0.88 (SC #8) x 0.92 (FMF #5) = 0.81 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 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.-88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.88 (FMF #5) = 0.77 SC Shade Open 10a.0.88 (SC #8) x 0.88 (FMF #5) = 0.77 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 o Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(0.84 (SC #11) x 0.25) + 0.751 x 0.77 (SC #9a) = 0.74 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.751 x 0.77 (SC #10a) = 0.74 SC Shade Closed OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd ----------- ----- ------ ----- ------ ----- ---------- ---------- South 64.0 14.0 / ( 0.5 + 8.0) = 1.65 0.29 0.42 DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 15 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SE Enter SG or SE 2 Manufacturer & 18700 KBtu/yr/unit, see Table 1 3 Model number 140 A.O.Smith DSE-050 (SE) 4 Ignition device IID GP, gas pilot or IID, int. ignition device 5 Tank volume 47.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 99.9 Percent from CEC Appliance Directory 7 Standby loss 0.8 Percent/hour, from CEC Appliance Directory 8 Rated input 40956 Btu/hr, from CEC Appliance Directory 9 Number of pumps 0 (1 kWh = 3413 Btu) 9 Number of Heaters 2 From building plans (total) 10 Insulation Jacket Y (Y/N) R-12 insulating jacket on the plans B OPERATING DATA 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 0.0060 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 0.0011-C21x B8 2 Recovery energy 10549.9 D1 / A6 3 Standby loss energy 2708.7 124 - [(D2 x 1000)/(A8 x A9 x 365)]l 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 39775.7 GAS SYSTEMS: (D2 + D3 + D4) / B8 6 Water heating budget ELECTRIC: {[(D2 + D3) x 31 + D41 / B8 comparison -21075.7 KBtu/yr/unit B2 - D5 7 Water heating budget -11.5 Points (D6 / Floor Area) x 2 x B8 THERMAL MASS WORKSHEET WS -1R page 16 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE - I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- INTERIOR THERMAL MASS Mass Material Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Concrete, Heavyweight Building Permit No Checked By Date User # 1615 ------------------- Interior TOTAL INTERIOR MASS FACTOR 8257.4 IMC / 3679 sqft = 2.24 Interior Mass Capacity 3232.8 1922.8 1508.4 533.6 829.8 230.0 8257.4 * 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 ------ 1796.0 -------- x 1.8 = 3.50 1 418.0 x 4.6 = 3.50 0 838.0 x 1.8 = 3.50 1 116.0 x 4.6 = 3.50 0 461.0 x 1.8 = 3.50 1 50.0 x 4.6 = TOTAL INTERIOR MASS FACTOR 8257.4 IMC / 3679 sqft = 2.24 Interior Mass Capacity 3232.8 1922.8 1508.4 533.6 829.8 230.0 8257.4 * 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 INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 17 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- INTERPOLATION Building Permit No Checked By Date User # 1615 -------------------- Point Point Point Score Actual Value Score Score Value Value Point Item 1 Value 1 2 1 2 1 Score ------- Roof ----- 4 +( ------ 0.0288 ----- - 0.02) x ----- ( -4 - ----- 4) /( ----- 0.04 ----- - 0.02) ----- = 0 Wall 6 +( 0.0595 - 0.04) x ( 1 - 6) /( 0.06 - 0.04) = 1 Slab Edge 2 +( 0.7510 - 0.70) x ( -1 - 2) /( 0.80 - 0.70) = 0 Glass Type 2 3 +(13.2101 -13.00) x ( 2 - 3) /(14.00 -13.00) = 3 Glass Type 3 6 +(13.2101 -13.00) x ( 5 - 6) /(14.00 -13.00) = 6 N Shade Open 0 +( 1.8537 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 E Shade Open 0 +( 2.5153 - 2.00) x ( -1 - 0) /( 3.00 - 2.00) = -1 S Shade Open 0 +( 1.3141 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 W Shade Open 0 +( 1.3633 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 N Shade Clsd 0 +( 1.8537 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 E Shade Clsd -2 +( 2.2555 - 2.00) x ( -5 - -2) /( 3.00 - 2.00) = -3 S Shade Clsd 2 +( 1.4805 - 1.00) x ( -2 - 2) /( 2.00 - 1.00) = 0 W Shade Clsd 2 +( 1.5002 - 1.00) x ( -3 - 2) /( 2.00 - 1.00) = -1 Int Mass -1 +( 2.2445 - 2.00) x ( 0 - -1) /( 2.50 - 2.00) = -1 Heating 0 +( 5.5000 - 5.14) x ( 1 - 0) /( 5.50 - 5.14) = 1 Cooling 0 +( 7.3277 - 7.00) x ( 12 - 0) /( 8.00 - 7.00) = 4 WEIGHTED AVERAGE POINTS Type 1 Type 2 Type 3 Total Average Item Points Area Points Area Points Area Area Points --------- Glass Type 1,2&3( ------ ---- 0.0 x ------ 0 + 2.8 ---- x 450 ------ + 5.8 x ---- 36) ----- / 486 ------- = 3 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 18 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Assembly Name: R-19 Frame Wall To Gar. Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Building Permit No Checked By Date User # 1615 -------------------- Framing Percentage: 15..0 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: Stucco, Wood Shingles 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 Fiber, 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 19.74 19.66 Framing Percentage: 15..0 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: Stucco, Wood Shingles 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 19 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date (User # 1615 --------------------------------------------------------------------------- Assembly Name: R-13 Wall w/111 EPS Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Percentage: 15.0 0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0..0510 x 0.85 + 0.0992 x 0.15 = 0.0582 Winter U -Value 0.0512 x 0.85 + 0.1000 x 0.15 = 0.0585 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 12.4 lb/sqft Heat Capacity: 2.92 R -Value 17.18 17.09 U -Value 0.0582 0.0585 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, Polystyrene, Smooth Skin 1.000 5.00 5.00 4. Insulation, Mineral Fiber, R-13 * 3.500 13.00 13.00 5. Gypsum or Plaster Board 0.500 0.45 0.45 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 19.62 19.53 Framing Percentage: 15.0 0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0..0510 x 0.85 + 0.0992 x 0.15 = 0.0582 Winter U -Value 0.0512 x 0.85 + 0.1000 x 0.15 = 0.0585 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 12.4 lb/sqft Heat Capacity: 2.92 R -Value 17.18 17.09 U -Value 0.0582 0.0585 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 20 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- Assembly Name: R-38 Roof/Gyp Ceiling Assembly Type: Roof Assembly Tilt: 0 deg (Horizontal Roof) Framing Percentage: 10.0 0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0241 x 0.90 + 0.0668 x 0.10 = 0.0283 Winter U -Value 0.0243 x 0.90 + 0.0690 x 0.10 = 0.0288 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 9.6 lb/sqft Heat Capacity: 3.11 R -Value 35.30 34.74 U -Value 0.0283 0.0288 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. Air Space 12.000 1.00 0.93 4. Insulation, Mineral Fiber, R-38 * 11.500 38.00 38.00 5. Gypsum or Plaster Board 0.500 0.45 0.45, 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.61 Total 41.58 41.12 Framing Percentage: 10.0 0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0241 x 0.90 + 0.0668 x 0.10 = 0.0283 Winter U -Value 0.0243 x 0.90 + 0.0690 x 0.10 = 0.0288 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 9.6 lb/sqft Heat Capacity: 3.11 R -Value 35.30 34.74 U -Value 0.0283 0.0288 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 21 of 34 ----------------------------------------- ---------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Assembly Name: Carpeted Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Building Permit No Checked By Date User # 1615 -------------------- Framing Percentage: 01.0 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 --------------------------------------------------------------------------- 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 ----------------------------7---------------------------------------------- 0.61 0.92 Total 3.22 3.45 Framing Percentage: 01.0 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 22 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Assembly Name: Exposed Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Building Permit No Checked By Date User # 1615 -------------------- Framing Percentage: 0.0 0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Abs.orptivity: 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 0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Abs.orptivity: 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 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 23 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Assembly Name: Solid Wood Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Building Permit No Checked By Date User # 1615 -------------------- Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Softwood, Douglas Fir -Larch 1.750 1.73 1.73 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Framing Percentage: 0.0 0 Framing Material: NONE Total 2.66 2.58 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.66 2.58 ------------------------------- U -Value 0.3756 0.3872 Sketch of Construction Assembly =_---- -___-- Absorptivity: 0.70 Roughness: Clear Pine Weight: 5.1 lb/sqft Heat Capacity: 1.99 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 24 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. ------------------------------------------------------- Assembly Name: Metal Door Assembly Type: Door Assembly Tilt: 90 deg.(Vertical) Bui ing Permit No Checked By Date User # 1615 -------------------- Framing Percentage: 0.0 0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70` Roughness: Smooth Plaster, Metal Weight: 0.1 lb/sqft Heat Capacity: 0.01 R -Value 1.80 1.87 U -Value 0.5556 0.5348 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Steel 0.001 0.00 0.00 2. Air Space 1.750 0.87 1.02 3. Steel 0.001 0.00 0.00 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 1.80 1.87 Framing Percentage: 0.0 0 Framing Material: NONE OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70` Roughness: Smooth Plaster, Metal Weight: 0.1 lb/sqft Heat Capacity: 0.01 R -Value 1.80 1.87 U -Value 0.5556 0.5348 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 25 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- Assembly Name: Double/No Int Shades Assembly Type: Glazing Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. CEC Double Glazing 0.500 0.69 0.69 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 Winter Shading Coefficient: 0.88 Summer Shading Coefficient: 0.88 Total 1.62 1.54 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1..62 1.54 U -Value 0.6179 0.6500 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 26 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -----------------=-------------------------------------- Assembly Name: GLS BLK ASHRAE TABLE 43 Assembly Type: Glazing Building Permit No Checked By Date User # 1615 -------------------- 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 --------------------------------------------------------------------------- Framing Percentage: 0.0 °s Framing Material: NONE ------------------------------- Sketch of Construction Assembly Winter Shading Coefficient: 0.40 Summer Shading Coefficient: 0.65 Total 2.00 1.92 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.00 1.92 U -Value 0.5007 0.5216 HVAC ZONE HEATING & COOLING LOAD SUMMARY page 27 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ----------------------- ---- LIVING ZONE (Jan 12am) TOTAL SPACE LOAD Supply Duct Conduction Supply Duct Leakage Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Fan Motor Heat Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 39384 39384 1969 788 0 421 843 -2652 40753 40513 LIVING ZONE Day&Night 542GN060-C 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 0 COOLING PEAK SENSIBLE LATENT (Aug 2pm) 35237 1660 35237 1660 1762 705 33 0 cfm) 0 -0 0 377 754 34 2652 41487 1727 41547 10692 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY page 28 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Building Permit No Checked By Date User # 1615 -------------------- Space Name: LIVING ZONE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction Area U -Value TD Btu/hr ----------------------- R-13 Wall w/1" EPS ------ 1504.3 x ------- 0.0585 x ---- 41.0 ------ = 3609 R-19 Frame Wall To Gar. 776.3 x 0.0638 x 41.0 = 2029 Solid Wood Door 73.4 x 0.3872 x 41.0 = 1165 Metal Door 20.0 x 0.5348 x 41.0 = 439 GLS BLK ASHRAE TABLE 43 36.0 x 0.5216 x 41.0 = 770 Double/No Int Shades 248.0 x 0.6500 x 41.0 = 6609 R-38 Roof/Gyp Ceiling 2214.0 x 0.0288 x 41.0 = 2613 Carpeted Slab Perim = 144.0 x 43 = 6192 Exposed Slab Perim = 54.0 x 43 = 2322 Infiltration: 1.00 x 0.018 x 2214 sqft x13.0.ft x 0.75 AC x 41.0 = 15931 TOTAL HOURLY HEAT LOSS FOR SPACE 39384 SUPPLY AIR QUANTITY ------------------- Heating: 39384 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 895 cfm RESIDENTIAL SPACE COOLING LOAD,SUMMARY page 29 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Building Permit No Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- Space Name: LIVING ZONE Design Indoor Dry Bulb Temperature: Shaded 78 F Unshaded Design Outdoor Summer Dry Bulb Temperature: Solar Gain Orient. 112 F Design Temperature Difference: SC Btu/hr ----------------------- GLS BLK ASHRAE 34 F --------- 43 West [ Conduction Area ---- --- 20.1 x U -Value ---- x 0.65 DETD Btu/hr ----------------- - - - - -- R-13 Wall w/1" EPS - - - - -- 1504.3 x - - - - - -- 0.0582 x - - -- 29.6 = ------ 2592 R-19 Frame Wall To Gar. 776.3 x 0.0634 x 29.6 = 1456 Solid Wood Door 73.4 x 0.3756 x 29.6 = 816 Metal Door 20.0 x 0.5556 x 29.6 = 329 GLS BLK ASHRAE TABLE 43 36.0 x 0.5007 x 34.0 = 613 Double/No Int Shades 248.0 x 0.6179 x 34.0 = 5210 R-38 Roof/Gyp Ceiling 2214.0 x 0.0283 x 50.0 = 3136 Infiltration: 1.00 x 0.018 x 2214 sqft x13.0 ft x 0.75 AC x 34.0 = 13211 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 1660 SUPPLY AIR QUANTITY ------------------- Cooling: 35237 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 1419 cfm Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC Btu/hr ----------------------- GLS BLK ASHRAE TABLE --------- 43 West [ ---- --- 15.9 x 15 + ---- --- 20.1 x 73] ---- x 0.65 ------ = 1107 Double/No Int Shades West [ 9.8 x 15 + 8.2 x 731 x 0.88 = 658 Double/No Int Shades East [ 124.0 x 15 + 0.0 x 73] x 0.68 = 1273 Double/No Int Shades South [ 0.0 x 15 + 24.0 x 321 x 0.68 = 526 Double/No Int Shades South [ 0.0 x 15 + 8.0 x 321 x 0.81 = 209 Double/No Int Shades North [ 0.0 x 15 + 48.0 x 151 x 0.68 = 493 Double/No Int Shades North [ 0.0 x 15 + 20.0 x 15] x 0.81 243 Double/No Int Shades West ( 0.0 x 15 + 6.0 x 73] x 0.74 = 326 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr ----------------------- Lighting -------- 1.00 ------ x 2214.0 --------- x 0.200 x ----- 3.413 = ------ 1511 Equipment 1.00 x 2214.0 x 0.200 x 3.413 = 1511 Occupants 1.00 x 2214.0 x 225 / 300 = 1661 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 35237 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr ----------------------- Equipment -------- 1.00 ------ x 2214.0 --------- x 0.000 x ----- 3.413 = ------ 0 Occupants 1.00 x 2214.0 x 225 / 300 = 1661 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 1660 SUPPLY AIR QUANTITY ------------------- Cooling: 35237 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 1419 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 30 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. I Date User # 1615 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ------------------ - ---- ---- MASTER DEDROOM (Jan 12am) BEDROOM 2-3 (Jan 12am) TOTAL SPACE LOAD Supply Duct Conduction Supply Duct Leakage Ventilation ( .0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Fan Motor Heat Gain TOTAL SYSTEM LOAD HEATING 18844 10745 29589 1479 592 0 317 633 -1819 30791 SLEEPING ZONE Day&Night 542GN048-C 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 0 COOLING PEAK SENSIBLE LATENT (Aug 2pm) 17450 716 (Aug 2pm) 9982 383 27432 1099 1372 549 22 0 cfm) 0 -0 0 294 587 22 1819 32052 1143 SYSTEM OUTPUT AT DESIGN CONDITIONS 31433 34026 8756 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as•a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY page 31 of 34 -------------------=-------------------------------------------------------- Project: MAC GUIGAN RESIDENCE I COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Location: Indio Date: 10/28/1992 Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. -------------------------------------------------------- Bui ing Permit No Checked By Date User # 1615 -------------------- Space Name: MASTER DEDROOM Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction Area U -Value TD' Btu/hr R-13 Wall w/1" EPS 1213.0 x 0.0585 x 41.0 = 2910 Metal Door 20.0 x 0.5348 x 41.0 = 439 Double/No Int Shades 132.0 x 0.6500 x 41.0 = 3518 R-38 Roof/Gyp Ceiling 954.0 x 0.0288 x 41.0 = 1126 Carpeted Slab Perim = 100.0 x 43 = 4300 Exposed Slab Perim = 5.0 x 43 = 215 Infiltration: 1.00 x 0.018 x 954 sqft x12.0 ft x 0.75 AC x 41.0 = 6336 TOTAL HOURLY HEAT LOSS FOR SPACE 18844 SUPPLY AIR QUANTITY ------------------- Heating: 18844 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 428 cfm V RESIDENTIAL SPACE COOLING LOAD SUMMARY --------------------------------------------------------------------------- page 32 of 34 Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND ---------------------'------------------------------------------------------ CONSTRUCTION SVS. Date User # 1615 Space Name: MASTER DEDROOM Design Indoor Dry Bulb Temperature: 78 F Design Outdoor.Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr ----------------------- R-13 Wall w/1" EPS ------ 1213.0 ------- ---- x 0.0582 x 29.6 ------ = 2090 Metal Door 20.0 x 0.5556 x 29.6 = 329 Double/No Int Shades 132.0 x 0.6179 x 34.0 = 2773 R-38 Roof/Gyp Ceiling 954.0 x 0.0283 x 50.0 = 1351 Infiltration: 1.00 x 0.018 x 954 sqft x12.0 ft x 0.75 AC x 34.0 = 5255 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC Btu/hr -------------------------------- Double/No Int Shades West [ ---- --- 0.0 x 15 ---- --- ---- + 32.0 x 731 x 0.68 ------ = 1598 Double/No Int Shades East [ 0.0 x 15 + 24.0 x 73] x 0.68 = 1199 Double/No Int Shades South [ 64.0 x 15 + 0.0 x 32] x 0.74 = 714 Double/No Int Shades North [ 0.0 x 15 + 12.0 x 151 x 0.68 = 123 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr ------------------------------- Lighting 1.00 ------ x 954.0 --------- ----- x 0.200 x 3.413 ------ = 651 Equipment 1.00 x 954.0 x 0.200 x 3.413 = 651 Occupants 1.00 x 954.0 x 225 / 300 = 716 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 17450 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr ------------------------------- Equipment 1.00 ------ x 954.0 --------- ----- x 0.000 x 3.413 ------ = 0 Occupants 1.00 x 954.0 x 225 / 300 = 716 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 716 SUPPLY AIR QUANTITY ------------------- Cooling: 17450 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] = 702 cfm 4' RESIDENTIAL SPACE HEATING LOAD SUMMARY page 33 of 34 --------------------------------------------------------------------------- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- Space Name: BEDROOM 2-3 Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction Area U -Value TD Btu/hr ----------------------- R-13 Wall w/1" EPS ------ 751.4 x ------- 0.0585 ---- x 41.0 ------ = 1803 Solid Wood Door 16.6 x 0.3872 x 41.0 = 264 Double/No Int Shades 70.0 x 0.6500 x 41.0 = 1865 R-38 Roof/Gyp Ceiling 511.0 x 0.0288 x 41.0 = 603 Carpeted Slab Perim = 61.0 x 43 = 2623 Exposed Slab Perim = 4.5 x 43 = 194 Infiltration: 1.00 x 0.018 x 511 sqft x12.0 ft x 0.75 AC x 41.0 = 3394 TOTAL HOURLY HEAT LOSS FOR SPACE 10745 SUPPLY AIR QUANTITY ------------------- Heating: 10745 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 244 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 34 of 34 ------------------------------------------------------------------------- -- Project: MAC GUIGAN RESIDENCE COMPLY 24 v 3.20 Designer: SYNERCON DEVELOPEMENT Building Permit No Location: Indio Date: 10/28/1992 Checked By Documentation: R&R ENGINEERING AND CONSTRUCTION SVS. Date User # 1615 --------------------------------------------------------------------------- Space Name: BEDROOM 2-3 Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr ----------------------- R-13 Wall w/111.EPS ------ 751.4 x ------- 0.0582 x ---- 29.6 = ------ 1295 Solid Wood Door 16.6 x 0.3756 x 29.6 = 185 Double/No Int Shades 70.0 x 0.6179 x 34.0 = 1470 R-38 Roof/Gyp Ceiling 511.0 x 0.0283 x 50.0 = 724 Infiltration: 1.00 x 0.018 x 511 sqft x12.0 ft x 0.75 AC x 34.0 = 2815 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC Btu/hr ----------------------- Double/No Int Shades --------- East [ ---- --- 0.0 x 15 + ---- --- 38.0 x 73] ---- x 0.68 ------ = 1898 Double/No Int Shades South [ 0.0 x 15 + 16.0 x 321 x 0.68 = 350 Double/No Int Shades North [ 0.0 x 15 + 16.0 x 151 x 0.68 = 164 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr ----------------------- Lighting -------- 1.00 ------ x 511.0 --------- x 0.200 x ----- 3.413 = ------ 349 Equipment 1.00 x 511.0 x 0.200 x 3.413 = 349 Occupants 1:00 x 511.0 x 225 / 300 = 383 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 9982 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr ----------------------- Equipment -------- 1.00 ------ x 511.0 --------- x 0.000 x ----- 3.413 = ------ 0 Occupants 1.00 x 511.0 x 225 / 300 = 383 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 383 SUPPLY AIR QUANTITY ------------------- Cooling: 9982 Btu/hr / [1.08 * ( 78 F TStat - 55 F Supply)] _ 402 cfm 'r' Received From: Address: ��Account No. Service Address ~ �J Meter(s) 'ET--Service(s) ❑ Backflow(s) ❑ House Lateral(s) ❑ DetectorCheck(s) ❑ Me Meter Surcharge & Sanitation Capacity Charge - 5 ❑ W.S.B.F.C. ❑ Temporary Construction Meter ❑ Turn on Charge ❑ Uncollected Account - Name ❑ Inspection Fee -Tract - Fee - ❑ Plan Check Fees Water 1 Sewer - Tract - ❑ Bond Payment - A.D. - Bond ❑ Customer Deposit ❑ Other Remarks: COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL (s) '92 __�2_ 6+ a 7� Tract A -A P-) TOTAL 14 ti ❑Copy to: Cash , Water Service Check Money •`" .'j Cashier Order ahs,; CVWD-438(11189) ` DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 111/19/921 Type of Permit I La Quinta No. 111849 Permit # Log Owner Name Dean McGuigan No. 54300 Street Avenida Rubio city La Quinta Zip 92253 Study Area 110 APN # Tract #I Lot # 22 Square Footage 13490 Type of Development I Single Family Residence No. of units Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/ walkways, residential additions under 500 square feet, detached accessory structures or'replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.58 x 3 490 or $ 5,514.20 have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Synercon Develoopment Corporation Telephone Name on the check By Tames F. Lively Assistant Superintendent, Business Services Fee collected /exempted by Vickie J. Durrett Payment Received " Signature -Check No. 1540 Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/ Receipt Copy - Accounting o'' 444, a Out CITY OF LA QUINTA P.O. BOX 1504 i`' APPLICATION ONLY 78-105 CALLE ESTADO (1 LA QUINTA, CALIFORNIA 92253 1 BUILDING: TYPE CONST. OCC. GRP. A.P. Number v LegalDescription— F'ERMITS i 2 C50.00 O P Project Description OM34000340i2 PERMITS i 25.00 00i.34000340i0 Tel -(o�fZ iO CASH i TOTAL i 275.00 City + J. AMOUNT TENDERED 275.00 Lic. # Sq. Ft. No. No. Dw. CHANGE ,00 Size 34R b Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Tel. THANK YOU State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Di2kg 3 of the Business and Profes ns Co and my cense is in full force and effect. ( \ ,�'� 1' 6 tl a 4 (; �E biz SIGNATURE —� G� DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a permit to construct. atter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to PERMIT AMOUNT the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that.he is exempt therefrom, and the basis plan Chk. De for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit p. r 0 subjects the applicant to a civil penalty of not more than five hundred dollars ($500). 1: I, as owner of the property, or my employees with wages as their sole compensation, will Plan Chk. Bal. do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const. Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, Mech. -- provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden Electrical of proving that he did not build or improve for the purpose of sale.) I, I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law .does not apply to an owner of property who builds or improves thereon, and who contracts for S.M.I. such projects with a contractor(s) IicensectPursuant to the Contractor's License Law.) Grading - I am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date Owner Infrastructure I 2-- • � v WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compe? tips I sy r�nce, or a cer if' d co�' IhhereLot Aec. 3800, Labor Code.) Policy NQ 5. 1V =4fc ompanY � C Copy is filed with the city. a Certified copy is hereby furnished. f TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS'COMPENSATIONINSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in anyr so as to be)rome ybject to a Worker ' Compensation Laws of California. /f - Date Owner NOTICE TO APPLICANT: If, alter making this Certificate of Exemption you should become ZONE: BY: Subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Minimum Setback Distances:-. comply with such provisions or this permit shall be deemed revoked. Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building 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 APPLICANT