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10350 (SFD) Title 24• N TITLE 24 REPORT FOR: LOT 2, BAJADA LA QUINTA, CA. PROJECT DESIGNER: BILL G. PERRY, FAMILY DESIGNS 4821 N.W. 36th OKLAHOMA CITY, OK, 73122 (405) 789-6373 OWNER: OAKS III DEVELOPEMENT I REPORT PREPARED BY: KROWN;MECHANICAL DESIGN 74170 HWY. 111, SUITE 2 PALM DESERT, CA. 92260 (619) 77.3-2623 (FAX 773-2624) Job Number: 9175 Date: 11/11/1991 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 own to comply with this program conform to the results produced by the _,W;-.'ic Domain Point System, developed by the California Energy Commission. f ,ITh-�s program developed by Gabel Dodd Associates (415) 428--0803, � � Table Of Contents for Title 24 Report ------------------------------------- ..'...'.....-.....'..,.'.�'.,'..''..''.' � .....'..-..i...''.' 1 . . Tableof Contents .............. ................... ~.................... 2 ` � . Form CF -1R Cei-tifioate of Compliance-: Residential .,'...'...'...'...' 3 8� ��m MF-lR Mandatory Measures Cheo.klist:. Residential .'..''.'.''...... 6 Form P -2R Point System Summary ......................................... 8 FormF 8 Shading Coefficient /S�) Wor��e�t 9 a g ^ , ......,'...............',.. � Form.WS-1R Points Thermal Mass Worksheet ............................. 14 FormW8-2R Interpolation Worksheet ...' '.''.....'. is . Form.WS-8R.Quot Weighted Average Worksheet ........................... 16 � Domestic Hot Water Worksheet ''....'.,.,.,'..,'.'.-.`...'-''...'.''�.. 17 � Form CF -3 Construction Assemblies ..................................... \S � HVAC Zone & Space Loads Summary '''.'.'''....'..' ..,''''..........'. 26 � . HVA C Equipment Certifications ................................... . 32 - ulmzing Manufaoturer" s Data ...... ..'..'.'....'-.....'',..''......,.. 34 . � ' � ' . ' . | | 7 crxrF�r�c Project: Designer: +,cation: TE -.OF COMPLIANCE: Residential .(part 1 of 3) CF -1R page 3 of 35 �-------------------------------------------------- ._-----.--------- LOT 2, BAJADA ; COMPLY 24 v 3.10 BILL G. PERRY, FAMILY DESIGNS Indio Date: 11/11/1991 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date Wser # 2366). ----------------------------------------------------------------- ----- PR •JECT ADDRESS Job #: 9175 LA QUINTA, CA. GEN "'NAL INFORMATION Compl'iance:Method: Point System Climate Zone: 15 Total Conditioned Floor Area: 2602 sqft Building.'Occupancy: Single Fam Det F,;r,ont Entry Orientation: South Number of Dwelling Units: 7. Floor Construction Type: Slab Infiltration Control: , Standard BUILDING SHELL INSULATION Component Area U -Value Location/Comments Stucco/1"STYRO/R-11/GYP 1078 .0.0703 BEDROOMS . Stucco/l"STYRO/R-11/GYP .589 0.0703 LIVING AREAS Garage/Mech,Rm. Walls 280 0..0638 LIVING AREAS � E/ATTIC/R-38/GYP(F) 1090 0.0243 BEDROOMS ,:LLE/ATTIC/R-38/GYP(F) 1488 0.0243 LIVING AREAS Carpeted Slab 1045 0.7200 .BEDROOMS /Insul= R-0.0 Exposed Slab 69 0.9000 BEDROOMS /Insul= R-0.0 Carpeted Slab 898 0.7200 LIVING AREAS/Insul= R=0.0 Exposed'Slab 514. 0.9000 LIVING AREAS/Insul= R-0.0 'T'HERMAL MASS Thick Mass Material Area .(in) Type Location/Description Concrete, Heavyweight 1045 4.000 Covered BEDROOMS /Int Mass Concrete,,Heavyweight 69 -4.000 Exposed BEDROOMS /Int Mass Concrete, Heavyweight 898 4.000 Covered LIVING AREAS/Int Mass Concrete, Heavyweight 590 4.000 Exposed LIVING AREAS/Int Mass Tile in Mortar 390 0.375 Exposed LIVING AREAS/Int Mass C SRT .FI& 'Project: Designer: I * {S cation: TE OF COMPLIANCE: Residential (part 2 of 3) CF-iR page 4 of 35 .------------------------------------------------------------ _- LOT 2,.BAJADA COMPLY 24 v 3.10 BILL G."'PERRY, FAMILY DESIGNS ; Building Permit Na Indio Date`: 11/11/1991 Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User ,# 2366) ---------------------------------------------------------- ------- ------ GLOZING Location BEDROOMS Glass w/Int Orient Area Type U -Val SC Shade South 12.0 South 0.57 North 0.75 North Special North 0.88 East 72,0 East 0.57 East 0.75 Skylt LIVING AREAS 0,88 South 32.0 South West 0.65 West Special North _0.65 0.88 North 8.0 South 0.57 South 0.75 South 12.0 Special 0.57 0.88 0.75 64.0 Special 0.57 0.88 0.75 72,0 Special 0.57 0.8$ 0.75 16.0 Special 0.57 0,88 0.75 32.0 Special -0.51 Sh 0.65 25.0 Special 0.57 _0.65 0.88 0.75 8.0 Special 0.57 0.88 0.75 16.0 Special 0.51 0.65 0.65 24.0 Si-ngle 0.70 01.63 0.63' Description 1/2" Dual/Non-White Sh 1/2" Dual/Non-White Sh 1/2" Dual/Nan-White Sh 1./2" Dual/Nan-White Sh GLASS BLOCK (DECORA) . 1/2" Dual/Non-White Sh 1/2" Dual/Non-White Sh GLASS BLOCK (DECORA) Bristol Med Wht Skylite 8.0- Special 0.57 0»88 0.75 1/2" Dual/Non-White Sh 6.0 Special 0,51 0.65 0.65 GLASS BLOCK (DECORA) 12.0 Special 0..57 0.88 0.75 1/2".Dual/Non-White Sh 72.0 Special 0„57 0.88 0.75 1/2" Dual/Non-White Sh 18»0 Special 0.57 0.88 0.75 1/2" Dual/Non-White Sh 14.0 Special 0.57 0.88 0.75 1./2" Duai/Non-White Sh 14,0 Special 0.57 0:88 0.75 1/2" Dual/Nan-White Sh 14.0 Special -0.57 0.88 0.75 1/2" Dual/Non-White Sh 80.0 Special 0.57 0.88 0.75 1/2" Dual/Non-White Sh SHADING .(for Glazing above) Over. Location Exterior Device SC hang Framing Type BEDROOMS ,None 1.00 3.0 Metal w/o Mullions 50 %Bug Screen 0.84 0.0 Metal w/o Mullions 50 % Bug Screen, 0,84 0.0 Metal w/o,Mullions Nona 1.00 0.0 Metal w/o Mullions None. 1.00 0_.0 No Framing None 1.00 0.0 Metal w/o Mullions 50 % Bug Screen 0,84 0.0 Metal w/o -Mullions None 1»00 0.0 No Framing None 1.00 0.0 Metal w/o Mullions LIVING AREAS None 1.00 0.0 Metal w/o Mullions t None 1.00 01.0 No Framing None 1.,00 0,0 Metal w/o Mullions 50 % Bug Screen 084 0.0 Metal w/o Mullions 50 % Bug Screen 0.84 0.0 Metal w/o Mullions None 1.00 0.0 Metal w/o Mullions None- 1.00 0.0 Metal w/o Mullions No 1.00 0.0 Metal w/o Mullions None 11.00 0.O'•_ Wood Wind w/o Mullions I�. CERTI IC TE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 35 -B------------------------_ --------------------------._-_---------- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No 01cation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No. System Type Efficiency (Btuh) Location ..RVal (.or approved equal) Gas 'Fired 0.720 SE 65000 Vent. Attic Space 5.0 CAR 58GSC065JB Air Cond 10.500 SEER 41500 Vent. Attic Space CAR 38TK042/28RD04.3 Gas Fired 0.720 SE 65000 Vent. Attic Space 5.0 CAR 58GSC065JB Air Cond 10.500 SEER 48000 Vent. Attic Space CAR 38TK,048/28RD049 Zone Furnace Max: 1:3 x [ 25964 Btuh + (10 x 1114 sgft)] = 45235 Btuh' Zone Furnace Max: 1,3 x [.28059,Btuh + (10 x 1488 sgft)] W 55821.Btuh Cooling Exception: CFM Cooling (-see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. #F of Energy R-12 System Type Volume (or approved equal)' Sys Credits Blanket Gas Fired. 50.0 Std Gas 50' gal or less 1 0 Y SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) A Zonally Controlled HVAC System which.meets CEC criteria has been assumed UTMPLIANCE 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 BILL G. PERRY, FAMILY DESIGNS 4821 N.W. 36th OKLAHOMA CITY, OK. 73122 (405) 789-6373 License No: Signed: (Date) DOCUMENTATION AUTHOR KROWN .MECHANICAL DESIGN 74170 HWY. 111,.SUITE 2 011-9) LM DESERT, CA. 92260 771)2. 623 (FAX 773-2624) . Signed 4/,A, 11"y'( C°/SC'l eL- j. tDate) BUILDING OWNER OAKS III_DEVELOPEMENT Sjgned- (Date) .ENFORCEMENT AGENCY Name: .Agency• Telephone: Signed: (Date) MANDATOR'` MEASl1RES CHECKLIST (part 1 of 2) MF -1R 'page 6 of 35 project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer.: BILL G. PERRY, FAMILY DESIGNS Ocation: Indio Date: 11/11/1991 6uilding.Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ----------------------------------------------------------------------------- NOTE: Lowrise residential buildings subject to the Standards must -contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted•shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only.. BUILDING ENVELOPE MEASURES Enforcement o Sec. 2-5352(a): Minimum ceiling insulation R-19 weighted average. o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). Sec. 2-5352(k): Slab iedge insulation - water absorption rate no greater than 0.396.; 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. 275352(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. MANDATOR, MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 35 �..�--------------------------- _--- -----------------_------------------ Project: LOT 2, BAJADA COMPLY 24 v 3.10 Designer: BILL G. PERRY,.FAMILY DESIGNS cation: Indio Date: 11/11/1991 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) -------------------------------------------,-------------------------------- HVAC AND PLUMBING SYSTEM MEASURES o Sec. 2-5352(g) and 2-5303: Space conditioning equipment ' sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. 2-5316(a): Ducts constructed, installed and insulated Per Chapter 10, 1976 UMC. * o Sec. 2-5316(b): Exhaust systems have damper"controls. o Sec. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices, o Sec. 2-5314: HVAC equipment, water heaters, showerheads, and "faucets certified by the CEC. Sec.. 2-5352(1): Water heater insulation blanket (R-12 or reater) 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 scalar. 2. 75,percent thermal efficiency. 3. Pool cover.. 4. Time clock, 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES o S,ec. 2-5352(j):.Lighting 7-25 lumens/watt or greater for general lighting in kitchens and bathrooms. o Sec.. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Sec. 2-5314(a) : Refrigerators, refrigerator -freezers, ereezers a,nd .fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Enforcement T'. PQINT'S SYSTEM SUMMARY: CLIMATE ZONE 15 P -2R page 8 of 35 ----------------------.__---. --_-_------._---- -------------------- P-roject: .LOT 2, BAJADA i COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No Ocation: Indio i Dater 11/11/1991. Checked By Documentation: KROWN MECHANICAL DESIGN ; 2366) Date (User # BUILDING DATA ------------- Conditioned Floor Area 2602 sgft Number of Stories 1 Occupancy Type Single ram Dot SCORE 'CARD Measure Points 1. Roof Insulation 0.-0243 (U -Value) 2 2. Wall Insulation 0.0,693 (U -Value) -1 3. Raised Floor Insulation 0.0000 (U -Value,) 3a. Controlled Vent Crawlspace 0.0 (R -Value) 4. Slab Edge Insulation 0.7841 (f2 .factor.)_ 5. Infiltration Standard 0 Glass Heat Loss 0.56 19.5% -1 10 Sum 1-6 -1 Shade Open Area % Glass SC ---_ OH Eff ----- - ----- a.. North. 152.0 5.8 x 0.73 - 4'.3 --1 b. East 4.9.0 1..9 k 0.73 x 1.00 = 1..4. 0 c. South 198.0 7.6 x 0.72 x 0.961= 5.2 0 d. West 84.0 3,2 x 0.75 x 1.00 = 2,.4. 0 .e,'Skylight 24.0 0.9 x 0.55 - 0:5 1. 8. Shade Closed Area % Glass Sc OH Eff % ------- .a. North 152.0 5.8 x 0-64 - 3.8 --2 b. East 49:0 1.9 x 0.65 x 1.00 = 1.2 0' c. South 198.0 7.6 x 0.61 x 0,96 = 4.5 -15 d. West 84.0 3.2 x 0-.64 x 1.00 = 2.1 -3 e. Skylight 24.0 0.9 x 0.55 - 0.5 -4 9. Interior,Thermal Mass 2.55 0 10. Exterior Wall Mass 0.00 0 Sum 7-10 -24 11, Heating System 0.720 SE x 0.83 Duct Eff = 0.60 Eff SE. 1 Zonal Control: Yes 12. Cooling System 10.500 SEER x 0,82 Duct Eff = 8.59 Eff SEER 32 Water,Heating (see DHW Worksheet), - 0 Point Total: 8 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 9 of 35 ------------------- -_._.__..--------------------------------------- Project: LOT 2, BAJADA ; COMPLY 24 t v 3.10 Designer: BILL G. ,cation: Indio PERRY, FAMILY DESIGNS Dater 11/11/.1991 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ----------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Special 3. Framing Type: Metal w/o Mullions S. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: 1/2" Dual/Non-White Sh 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) S. SC Shade Closed: 0.75 (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 10x.0.75 (SC #8) x 0.88 (FMF #5) = 0.66 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: NO EXTERIOR SHADE 03FERHANGFACTOR T--___________________�.___________ __________---___________ Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open. Shade Clsd South 12.0 3.0 / ( 0.0 + 1.5) = 1.70 0.27 0.42 t • �.t SHADING COEFFICIENT (SC) WORKSHEET FORM S page 10 of 35 --------- 4---.. -...- ---...------..---""--- - -- --_,--__-----------_.------------ Project: LOT 2, BAJADA I; COMPLY 24 v 3.10 Designer: BILL G. cation: Indio PERRY, FAMILY DESIGNS Date: 11/11/1991 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- GENERAL INFORMATION 0 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: 1/2" Dual/Non-White Sh 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.75 (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.0.75 (SC #8) x 0.88 (FMF #5) = 0.66 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) 40.e. x(0.84 (SC #11) x'0.25) + 0.753 x 0.77 (SC #9a) = 0.74 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.75] x 0.66 (SC #10a) = 0.63 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 11 of 35 .---------------.__-_--...._----..._.,....--_______..._...__-__-.......__-_---...__-_ Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS .cation: Indio Date: 11/11/1991 Building.Permt No Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) 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: GLASS BLOCK (DECORA) 7. SC Shade Open: 0.65 (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. 0.65 (SC #7) x 1.00 (FMF #5) = 0.65 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 C1sd NO OVERHANGS 0 i SHADING COEFFICIENT (SC) WORKSHEET FORM S page 12 of 35 _____---- ,,_____...__________..__-______..______________________..___..__.._______ Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS Wation: Indio -Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN _______________________ -__________-..________-_____w_____. GENERAL INFORMATION Building Permit No Checked By Date (User # 2366) -------------------- 1. Glazing Type: Single 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: Bristol Med Wht.Skylit*e 7. SC Shade Open: 0.63 (from Table G-9 or show calculation) S. SC Shade Closed: 0.63 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING - - 9a. 0.63 (SC #7) x 0.88 (FMF #5) = 0.55 SC Shade Open 10a.0.63 (SC #8) x 0.B8 (FMF #5) = 0.55 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 C1sd NO OVERHANGS 0 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 13 of 35 ___ ___,, _____________________ ----------- ------------------------------ Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No cation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ----.__________________________________________________________-_-__-w______ GENERAL INFORMATION 1. Glazing Type. Special 3. Framing Type: Wood Wind w/o Mullions 5. Framing/Mullion Factor: 0.76 (from Table G-10) 6. Interior Shade Type: 1/2" Dual/Non-White Sh 7. SC Shade Open. 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed. 0.75 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.76 (FMF #5) = 0.67 SC Shade Open 10a.0.75 (SC #8) x 0.76 (FMF #5) = 0.57 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: NO EXTERIOR SHADE --------------- WRHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth. Above Height Ratio Shade Open Shade Clsd -------- ----- ------ ----- ------ ----- ---------- -___-_-__- NO OVERHANGS • THERMAL MASS WORKSHEET WS -1R page 14 of 35 _- ------- ----------------------------------------------------- Project: ----------------- ---_ _ ---------------------- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No Ocation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) ---------------------------------- ---------------- -------_----_-_ _--------_ INTERIOR THERMAL MASS Interior Interior Sides Wall - _Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity Concrete,'Heavyweight 4.00 0 1045.0 x 1.8 = 1901.9 Concrete, Heavyweight_ 4.00 1 69.0 x 4.7 = 324.3 Concrete, Heavyweight 4.00 O 898.0 x 1.8 = 1634.4 Concrete, Heavyweight 4.00 1 590.0 x 4.7 = 2773.0 Tile in Mortar 0.38 1 390.0, x 0.0 = 0.0 TOTAL 6633.6 INTERIOR MASS FACTOR 6633.6 IMC / 2602 sqft = 2.55 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 ssMaterialThick ------------------- Exposed U_Value _` -Area^Factor Capacity NONE 0 INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 15 of 35 ._e_._-------------------_.---------------- 4_ -------_------------------- Project: --------------- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS Building Permit No cation: Indio Date: 11/11/1991; Checked By' Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) INTERPOLATION Point Point Point Score Actual Value Score- Score Value Value Point Item 1 Value 1 2 1 2 1 Score Roof 4 +( 0.0243 - 0.02),x ( -4 - 4) /( 0.04 - 0.02) = 2 Wall 1 +( 0.0693 - 0.06) x ( -3 - 1) /( 0.08 - 0.06) = -1 Slab Edge 2 +( 0.7841 - 0.70) x C -1 - 2) /( 0.80 - 0,70) = -1 Glass Type 1 -22 +(19.4850 -19.00) x ( -r24 - -22) /(20.00 -19.00) = -23 Glass Type 3 0 +(19.4850 -19.00) x ( 0 - 0) /(20.00 -19.00) = 0 N Shade Open -1 +( 4.2636 - 4.00) x ( -2 - -1) /( 5.00 - 4.000 = -1 E Shade Open 0 +( 1.3723 - 1.00) x ( 0 - 0) /( 2.00 - 1.00) = 0 S Shade Open 0 +( 5.2216- 5.00) x ( 0 - 0) /( 6.00 -,5.00) = O W Shade Open 0 +( 2:4143 - 2.00) x ( 1 .., 0) /( 3.00 - 2.00) = 0 H Shads Open 0 +( 0.5114 -'0.00) x ( 1 - 0) /( 1.00 - 0.00), = 1 N .Shade Clsd -1 +( 3-.7519 - 3.00) x'( -2 - �1) /( 4.00 �- 3.00).= -2 E Shade Clsd 1 +( 1.2286 - 1..00) x ( -2 - 1) /( 2.00 -,1.00) = 0 S -Shade Clsd -12 +( 4..5139.- 4.00) x ( -17 - -12) /( 5.00 - 4.00) = -15 ,Shade Clsd -3'+( 2.05'76 - 2.00) x ( -7 - -3) /( 3.00 ., 2.00) = -3 .W Shade Clsd 0 +( 0.5114 - 0.00) x ( -8 - 0) /( 1.00 -.0.00) = -4` t Mass 0 +( 2.5494 - 2.50) x ( 1 - 0) /( 3.00 - 2.50) = 0 gating 0 +-( 0.5959 - 0.56) x (. .1 0) %( 0.60 - 0.56) = 1 Cooling 14 +( 8.5850 - 8.00) x ( 24 - '14) /( 9..00 -' 8.00) _ 20 ' 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(-23.0 x 24 + 0.0 x 0 + 0.0 x 483)../ 507 1 -1. i DUCT WEIGHTED AVERAGE WORKSHEET WS -3R page 16 of 35 --------- a-------------------- _„_-----___-_-_-__--_-- ------------------- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No cation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ;.Date (User # 2366) DUCT FACTORS BY HVAC ZONE 0 Duct Duct Len. FAU/CU-1 R -Val Duct Location Factor (ft) F x L --------------------- BEDROOMS ----- 5.0 ----------------- Vent. Attic Space _----_ 0.828 x 1 = 0.8 HEATING DUCT FACTOR 0.8 f 1 = 0.828 1 0.8 BEDROOMS 5»0 Vent. Attic Space 0.818 x 1 - 0.8 COOLING DUCT FACTOR 0.8 / 1 = 0.818 1 0.8 Duct Duct Len. FAU/CU-2 R -Val Duct Location Factor (ft) F x L LIVING AREAS 5.0 Vent. Attic Space 0.828 x 1 - 0.8 HEATING DUCT FACTOR 0.8 / 1 = 0.828 1 0.8 LIVING AREAS 5.0 Vent. Attic Space 0,818 x 1 - O.8 -_-1 - COOLING DUCT FACTOR 0.8 / 1 = 0.818 0»8 0 DHW-WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 17 of 35 - __----------------------------- ------ -----------_---------------- - Project: LOT 2, BAJADA ; COMPLY 24 . v 3,10 Designer: BILL.G. PERRY, FAMILY DESIGNS. ; Building Permit No cation: Indio Date: 11/11/1991, Checked By Documentation: K'ROWN MECHANICAL DESIGN ; Date (User # 2366) A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE '2 Manufacturer & 3 Model number Std Gas 50 gal or less 4 Ignition device GP GP, gas pilot or. IID, int.. ignition. device 5 rank volume 50.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 76.0 Percent from CEC Appliance Directory 7. Standby loss •3,1 Percent/hour,, from CEC Appliance.Directory 8 Rated input 55000 Btu/hr, from CEC Appliance Directory (1 kWh = 3413 Btu). 9 Number of Heaters 1 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 Daily hot water load 50. 50 or 35 gallons/unit, see Table 1 Ambient air temp, 72.6 . F, see Table 1 7 Adj Standby Losses 0.0205 See Table 2 or Appendix -B 8 No. dwelling unite 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 ------------------------- ______--------------------------------------- I --_-------------------_---_-_------ 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 -64)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)1) 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 6 Water heating budget comparison 7 Water heating budget 18707.2 .GAS SYSTEMS: (D2 + D3 + D4) / 88 ELECTRIC: {[,(D2'+•D3) x 31 + D4) / B8 -7.2 KBtu/yr/unit. B2 -,DS -0.0 Points (D6 / Floor Area) x 2 x B8 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 18 of 35 ----------------------------------_--------------------------------- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS Ocation:-Indio Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN --------------------------------------------------------- Assembly.Name: Stucco/1"STYRO/R-11/GYP Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Building Permit No Checked By Date (User # 2366) ------------------- Framing Percentage: 15.0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0618'x 0.85 + 0.1156 x 0.15 = 0.0699 Winter U -Value 0.0621 x 0.85 + 0.1167 x 0.15 = 0.0703 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 1"Wight: ghness: Stucco, Wood Shingles 12.4 .1b/sqf t Neat Capacity: 2.92 R -Value U -Value fir'. ;+.t •. t. _ .... ;Y �, 14.3.1 14.23 0.0699 0.0703 J 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,. Molded Beads 1.000 3.57 3.57 4. Insulation, Mineral Wool, R-11 3.500 11.00 11.00 5. Gypsum or Plaster Board 0.500 0.45 0.45 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- • Total 16.18 16.10 Framing Percentage: 15.0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0618'x 0.85 + 0.1156 x 0.15 = 0.0699 Winter U -Value 0.0621 x 0.85 + 0.1167 x 0.15 = 0.0703 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 1"Wight: ghness: Stucco, Wood Shingles 12.4 .1b/sqf t Neat Capacity: 2.92 R -Value U -Value fir'. ;+.t •. t. _ .... ;Y �, 14.3.1 14.23 0.0699 0.0703 J CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 19 of 35 -_ -___w.....________________________-_____. ___..__________...________ Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS Wation: Indio Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN ------------------------------------------------------- Assembly Name: Garage/Mech.Rm. Walls Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Building Permit'No Checked By Date (User # 2366) -------------------- Framing Percentage..- 15.0 % Framing Material: Softwood, Dougla's Fir -larch Calculation for Framing Adjustment Summer U --Value 4,0507 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: 0,20 tiP'-.,ughness: Stucco, Wood Shingles ght: 7.3 . lb/sgf t 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. S. 9. Inside Air Film .0.66 0.68 --------------------------------------------------------------------------- • Total 19.74 19.66 Framing Percentage..- 15.0 % Framing Material: Softwood, Dougla's Fir -larch Calculation for Framing Adjustment Summer U --Value 4,0507 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: 0,20 tiP'-.,ughness: Stucco, Wood Shingles ght: 7.3 . lb/sgf t Heat Capacity: 2,20 R -Value 15.78 15.68 U -Value 0.0634 0.0638 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 20 of 35 -- ----------------- ----------------------------------------------- Project: ---------------------_---------- . Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS `cation: Indio Date: 11/11/1991 Documentation: KROWN'MECHANICAL DESIGN � Assembly Name: TILE/ATTIC/R-38/GYP(F) Assembly Type.: Roof Assembly Tilt: ' 0 deg (Horizontal Roof) Building. Permit No. Checked By Gate (User # 2366) --------------------- J Th R -Value Construction Components Fr (in) Summer. Winter Outside Air Film 0.25 0.17 1. Concrete Roof Tile 0.500 0.05 0.05 2. Membrane, Vapor -Seal, 2 Layers Mopped .0.010 0.12 0.12 3. Plywood 0.625 0078 0.78 4. Air Space 24.000 1.00 0.93 5. Insulation, Mineral Wool, R-38 11.500 .38.00 38.00 6. Gypsum or Plaster Board 0.500 0.45 0.45 7. 8. .9. Inside Air Film 0.92 0.61 ---_____________ _.._-----------------____--_-- - �_Y -- Total 41.58 41.12 Framing Percentage.: 10.0 � Framing Material: Softwood, Douglas Fir -Larch --------------- --------------- Calculation.for Framing. Adjustment Summer U -Value 0.0241 x 0.90 + 0.0241 x 0.10 = 0.0241 Winter U -Value 0.0243 x 0.90 + 0.0243 x 0.10 = 0.0243 OVERALL VALUES'ADJUSTED FOR FRAMING. -------------------------------- Sketch of Construction Assembly Absorptivity:'* 0.70 Sughness: Concrete, Asph.. Shingles ight: 10.3 lb/sgft Heat Capacity- 2.46 R -Value U -Value 41.58 41.12 0.0241 0.0243 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 21 of 35 a------'-----------,_..._..... --_.,-------------..._,..--._._ --_------..._------------ — Projeoct: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY.DESIGNS Wation: Indio Date: 11/11/1991 Documentation:'KROWN MECHANICAL DESIGN ------------------------------------------------------- Assembly Name: Carpeted Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Building' Permit No Checked By Date (User # 2366) --------------------- -------------.-- 1 1 1 1 Th R-Value Construction Components 1 1 1 Fr (in) Summer Winter ---------------------------------------------------------------_- • 1 _-_-__---__- Outside Air Film 0.25 0.17 1. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 2. Flooring, Carpet and Fibroin Pad 0.250 2.08 2.08 3. 4. 5. 6. 7. 9.. Inside Air Film 0.-61 0.92 Total 3.22 3.45 Framing Percentage: 0.0 96 Framing Material: NONE -------------.-- 1 1 1 1 1 � 1 1 1 I 1 � I 1 . I 1 1 1 1 I 1 1 1 1 1 I 1 1 • 1 ! 1 I 1 Sketch of Construction Assembly OVERALL VALUES ADJUSTED FORT FRAMING Absorptivity:. 0.70 ,0 u,ghness: Concrete,.Asph. Shingles �ight: 40.9 lb/sqf t Heat Capacity: 9.01 R -Value U -Value 3.22 3,45 0.3106 0.2899 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF --3 page 22 of 35 -- a., ------------------------------ ---------_.----- - 6 Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS !cation: Indio Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN Assembly Name: Exposed Slab Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Building Permit No Checked By Date (User # 2366) -------------------- Framing Percentage: 6.0 Framing Material: NONE 0 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1.19 1.42 -------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Ibughness: Concrete, Asph. Shingles ight: 40.9 lb/sgft Heat Capacity: 9.00 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. 4. Inside Air Film 0.61 0.92 Total 1.19 1.42 Framing Percentage: 6.0 Framing Material: NONE 0 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1.19 1.42 -------------------------------- Sketch of Construction Assembly Absorptivity: 0.70 Ibughness: Concrete, Asph. Shingles ight: 40.9 lb/sgft Heat Capacity: 9.00 U -Value 0.8403 0.7042 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 pane 23 of 35 ------------------------------------------------------------------ Project: LOT 2, BAJADA 11 ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS cation: Indio Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN -------------------------------------------------------- Assembly Name: GLASS BLOCK (DECORA) Assembly Type: Glazing Building Permit No Checked By Date (User # 2366) -------------------- Th R -Value Construction Components Fr (in) Summer Winter Outside Air Film 0.25 0.17 1. P C GLASS BLOCK 4.000 1.03 1.11 2. 3. 4. 5. 6. 7. 8. 9.' Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- W Framing Percentage: 0.0 Framing Material: NONE -------------------------------- Sketch of Construction Assembly Winter Shading Coefficient: 0.65 Summer Shading Coefficient: 0.65 Total 1.96 1.96 OVERALL VALUES ADJUSTED FOR'FRAMING R -Value 1.96 1.96 U -Value 0.5102 0.5102 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 24 of 35 -_ , --------------------------------------------------_.----------- Project: LOT 2, BAJADA ; COMPLY 24 v' 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS cation: Indio Date: 11/11/1991 Documentation: KROWN MECHANICAL DESIGN. -------------------------------------------------------- Assembly Name: Bristol Med Wht Skyl.ite Assembly Type: Glazing Building Permit No Checked By Date (User #C 2366) Th Rw-Value Construction Components Fr (in) Summer Winter ------------------------------------------------------------------ Outside Air Film 1 0.25 0.17 1. BRISTOLITE DOUBLE DOME SKYKLIGHT 1.000 1.07 0.58 2. 3. 4. 5: 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Total 2.00 1.43 Framing Percentage:' 0.0 Framing Material: NONE ------------------------------- Sketch of Construction Assembly Winter Shading Coefficient: 0.63 Summer Shading Coefficient: 0,'63 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 2.00 .1.43 U -Value 0.5000 0.6998 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF --3 page 25 of 35 -._,__--_--------------------------------------------------.--_----_--- a' Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No 61dation: Indio Date., 11/11/1991; Checked By Documentation; KROWN MECHANICAL DESIGN ; Date (User # 2366) ---------------------------------------------------------------------------- Assembly Name: 1%2" Dual/Non-White Sh. Assembly Type: Glazing Th R -Value Construction Components Fr �(in)- Summer Winter Outside Air Film 0.25 0.17 1. FLEETWOOD 1/2"'.DUAL GLAZING 0.500 0668 0.90 3. 4. 6. 7. Inside Air Film 0.68 0.68 Total 1.61 ; 1.75 Framing Percentage: 0.0 Framing Material:. NONE OVERALL VALUES -ADJUSTED FOR FRAMING R -Value 1.61 1.75 U -Value. 0.6200 0.5700 Sketch of Construction Assembly Winter Shading Coefficient: 0.88 Summer Shading.Coofficient: 0.75 HVAC ZONE HEATING & COOLING LOAD SUMMARY ' page 26 of 35 ------------------------------------------------------------------ a- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G..PERRY, FAMILY DESIGNS ; Building Permit No cation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Beak Load Method: Relative Humidity: SPACES -IN -THIS `ZONE---- PEAK BEDROOMS (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( O cfm) *pply Duct Conduction .,Jpply 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 r� FAU/CU-1 CAR SBGSC065JB CAR 38TK042/28RD043 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 HEATING 25209 25209 0 { 1260 504 -0 26974 0 270 539 -1819 25964 65000 PEAK (Aug .2pm) 0 cfm) COOLING SENSIBLE 26523 26523 0 1326 530 0 ��3%# 0 cfm) 0 0 284 568 1819 31050 2.6 tons LATENT 501 501 -0 10 - -511 i -0 10 521 0.0 tons 29043 8335 2.4 tons 0.7 tons RESIDENTIAL SPACE HEATING LOAD SUMMARY page 27 of 35 ______________________________.-_-_-_--_-___--___-____-_______-___ Project: LOT" 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No i kation: Indio Date: 11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) _____________________----__-_-_____-----__-__-----____-_.__-______---_____-__ Space Name: BEDROOMS 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 _______________________ Stucco/1"STYRO/R-11/GYP ___.___ 1078.0 x -------- 0.003, __-_ x 41.0 ___-__ = 3106 1/2" Dual/Non-White Sh 197.0 x 0.5700. x 41.0 - 4604 GLASS BLOCK (DECORA) 48.0 x 0.5102 x 41.0 1004 TILE/ATTIC/R-38/GYP(F) 1090.0 x 0.0243 x 41.0 = 1087 Bristol Med Wht Skylite 24.0 x 0.6998 x 41.0 - 689 Carpeted Slab Perim = 120.0- x 43 - 5160 Exposed Slab Perim = 12.0 x 43 - 516 Infiltration: .1.00 x 0.018 x 1114 sgft x11.0 ft x 1.00 AC x 41.0 - 9043 TOTAL HOURLY HEAT LOSS FOR SPACE 25209 SUPPLY AIR QUANTITY, ------------------- Heating: 25209 Btu/hr./ [1.10 * (105 F Supply - 65 F TStat)] = 573 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 28 of 35 ___ ------------------------------------------------------------------- Project: -------------------_-----Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. .cation: Indio PERRY, FAMILY DESIGNS Date: 11/11/1991 Building Permit No Checked By DocumentationsKROWNMECHANICAL'DESIGN ____:.._�_____ __'_Da.te__ _ (User#2366) - _ Space Name: BEDROOMS Design Indoor Dry Bulb Temperature: 78 F Design Ou-tdoor Summer Dry Bulb Temperature: 112 F Design Temperature' Difference: 34' F Con.ducti.on Area U -Value DETD Btu/hr Stucco/l"STYRO/R-11/GYP 1078.0 x 0.0699 x 29.6 - 2229 1/2" Dual/Non-White Sh 197.0 x 0.6200 x 34.0 - 4153 GLASS BLOCK (DECORA) 48.0 x 0.5102. x 34.0 833 TILE/ATTIC/R-38/GYP(F) 1090.0 x 0.0241 x 50.0 = 1311 Bristol Med Wht Skylite 24.0 x 0•.5000 x 34.0 - 408 Infiltration: 1.00 x 0.018 x 1114 sgft x11.0 ft x 1.00 AC x 34.0. - .7499, Shaded Unshaded Solar Gain Orient. Area SGF Area 'SGF. SC Btu/hr 1/2" Dual,/Non-White Sh South.. [ 12.0 x.15 + 0.0 x 32) x 0.66 = 119 •2" Dual/Non-White Sh South [ 0.0 x 15 + 64.0_x 321 x 0.63 = 1295 172" Dual/Non-White Sh North [ 0.0 x 15 + 72.0 x 15] x'0.63 = 684 1/2" Dual/Non-White Sh North [ 0.0 x 15 + 16.0 x 15] 'x 0.66 = 158 GLASS BLOCK (DECORA) North [ 0.0 x 15 + .32.0 x 151 x 0.65 = .312 1/2" Dual/Non-White Sh East [ 0.0 x 15 + 25.0 x 73] x 0.66 = 1205 1/2" Dual/Non-White Sh East [ 0.0 x 15 -a 8.0 x 73] x 0.63 = 370 GLASS BLOCK (DECORA) East [ 0.0 x 15 + 16.0 x 73] x 0.65.= 759 Bristol Med Wht Skyli.te Skylight. [ 0.0 x 15 + 24.0 x152] x. 0.55 = 2022 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr Lighting 1:00 x 1114.0 x 0.500 x 3.413- = 1901 Equipment 1,00 x 1114.0 x 0.200 x 3.413 - -760 Occupants 1.00 x 1114.0 X. 225' / 500 - 501 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE' 26523 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 1114.0 x 0.000 x 3.413 - 0 Occupants 1.00.' x 1114.0 x 225 / 500 501 "TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 501 ©PLY AIR QUANTITY ------------------ Cooling:* 26523-Stu/hr /.[1.08 * f 78 F TStat 55 F Supply)] = 1.068 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY ------------------------------------------------- Project: LOT 2, BAJADA Designer: BILL G. PERRY, FAMILY DESIGNS .cation: Indio Date: 11/11/1991 page 29 of 35 ------------- COMPLY 24 v 3.10 Building Permit No Checked By Documentation: KROWN MECHANICAL DESIGN, ; Date (User # 2366) HVAC 'LONE 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 AREAS (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air (. 0 cfm) ply Duct Conduction pply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain 0 cfm) TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS FAU/CU-2 CAR 58GSC065JB CAR 38TK048/28RD049 1 Residential Heating Residential Cooling Residential, HVAC & Fans COINCIDENT s0 's , COOLING HEATING PEAK SENSIBLE LATENT 27110 (Aug 2pm) 30242 670 271.10 30242 670 0 ( 0 cfm) 0 -0 1356 1512 542 605 13 -0 0 29008 32359 683 0 ( 0 cfm) 0 -0 0 290 324 580 647 14 -1819 1819 28059 35148 697 2.9 tons 0.1 tons 65000 33624 9608 2.8 tons 0.8 tons RESIDENTIAL SPACE HEATING LOAD SUMMARY page 30 of 35 -----------------------._-_-----------__--------------------_---_ Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G. PERRY, FAMILY DESIGNS ; Building Permit No cation: Indio Da.te:.11/11/1991; Checked By Documentation: KROWN MECHANICAL DESIGN ; Date (User # 2366) Space Name: LIVING AREAS 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 ----------------------- Stdcco/1"STYRO/R-1.1/GYP ------ 589.0 x ------- 0.070,E x ---- 41.0 Y Garage/Mech.Rm. Walls 280.0 x 0.0638 x 41.0 - 1/2"'Dual/Non-White Sh .232.0 x 0.5700 x 41.0 -X GLA SS BLOCK ( DECORA ) 6.0" x 0.5102 x 41.0 TILE/ATTIC/R-38/GYP(F) 1488.0 x 0.0243 x 41.0 Carpeted Slab Perim = 32.0 x 43 - Exposed Slab Perim = 72.0 x 43 Infiltration: 1.00 x 0..018 x 1488 sgft x12.0 ft.x 1.00 AC x 41»0 TOTAL HOURLY HEAT LOSS FOR SPACE SUPPLY AIR QUANTITY ------------------- Heating: 27110 Btu/hr / [1.10.* (165 F.Supply - 65 F.TStat)] Btu/hr 1697 732 5421 126 148,4 1376 3096 13178 27110 r 616 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 31 of 35 ._ ---- __v.__-_-_---___-_--__-." --__ --- __________________.___-__--_----- ______--_- Project: LOT 2, BAJADA ; COMPLY 24 v 3.10 Designer: BILL G.,PERRY,,FAMILY DESIGNS ; Building Permit No • cation: Indio Date: 11/11/1991; Checked -By Documentation ,KROWN MECHANICAL DESIGN ; # 2366) Date (User ------------------------------ --------- _--.____-____ _- __________--______- Space Name: LIVING AREAS .Design Indoor Dry Bulb Temperatu.re: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F .Design Temperature Difference: 34 F Conduction Area U --Value DETD Btu/hr Stucco/1"STYRO/R-11/GYP 589.0 .x 0:0699 x 29.6 - 1218 Garage/Mech.Rm.'Walls- 280.0 x 0.0634 x 29.6 - 525 1/2" Dual/Non-Wh%te-Sh 232.0 x 0.6200 x 34.0 - 4890 GLASS BLOCK (DECORA)'- 6.,0 x 0.5102 x 34.0 - 104 '-rILE/ATTIC/R-38/GYP.(F) 1488.0 x 0.0241 x 50.0 = 1789 Infiltration: 1.00 x 0.WS x 1488 sgft x12.6,ft x 1.00 AC x 34.0 - 10928 Shaded Unshaded Solar Area SGF• Area SGF Btu/hr -Gain-- - --- `+-- Dual/,No•n4.White Sh _Orient.- South• 0.0.x-15 + 8.0 x 32] -SC- x 0.66 = 169 SS BLOCK•-.(: .kCORA) *`/2 South C 0.0 x i5 + 6;0 x 32] x •0.65 = 125 " Dual/Non"-White-Sh West 0.0 x-15 + 12.0 x 73] x 0.66 = 578 1/2" Dual/Non-White Sh West .1 0.0 x 15 + 72,0 x 73] x 0.63 = 3330 1/2" Dual/Nun-White Sh North.. [ 0.0 x 15 + 18.0 x 15] x 0.63 = 171 1/2" Dual/Non-White Sh North', [ 0,0 x 15 + 14.0 x 15] x 0,66 = 139• 1/2" Dual/Non-White Sh South [ 0.0 x .15 + 14.0 x 321 x 0,66 = 296. t 1/2" Dual/Noni White�Sh South [ 0.0 x 15.+ .14.0 x 321 x 0.66 = 296' 1/2" •Dual/No'n'-White Sh South f.. 0.0 x 15 + 80,0 x 321 x 0.57 1459 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr Lighting 1.00 x' 1488.0 x 0.500 x 3.413 = 2539 Equipment 1.00 x 1488.0 x 0.200 x 3.413 = 1016 Occupants 1.00 x 1488.0 x 225 / 500 • = 670 TOTAL HOURLY SENSIBLE HEAT. GAIN FOR SPACE 30242 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr ----------------------- ___ _ ------- _________ ------ Equipment 1.00 x 1488.0 x 0.000 x. 3.413 = 0 Occupants 1.00. x ,1488.0 x 225 / 500 - 670 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 670 PLY AIR QUANTITY `-------------- Cooling: 30242 Btu/hr / .(:1.08 ( 78 F TStat - 55.F Supply).] = 1217 cfm FEBRUARY 22, 1990 ---------"------_-------------------------------------------------------------------------------------------------------------------- GAS FAN -TYPE CENTRAL FURNACES Brand Name: CARRIER PAGE 27 ------------------------ D E S C R I P T I O N O F M O D E L- 79/80 STDS 1982/1984 STANDARDS ---------------------------------------------------------------------------------------------------------- .: Types :DOE: Air Flow :Rated :Rated :Rated :Steady:Standby:Annual :Annual:Annual :Total :Sea.: M 0 D E L :-------:Sys:---------------:Cooling :Input :Output :State :(WATTS):Fuel :Fuel :Aux.Elec.:Annual :Eff.: :U F C:Num: D :Cap. at .5":Capacity:(BTUH) :(BTUH) :Eff. :Energy :Util. :Energy to:Auxiliary:(%) N U M B E R :n u o: i :W.C. (CFM) :-(BTUH) :(%) :Consum.:Eff. :Heated :Electric :i a m: r :-----------: :(KBTU) A%) :Space :Energy :t 1 b: High: Low: :(KWH) :(KWH) ----------------------------------------------------------------------------------------------------------------------------------- 58GSCO65-DB N G 1 9 U 80000 65000 81.2 5 80401 76.3 796 833 72.0 58GSCO65-GB N G 1 9 U 80000 64000 81.2 5 80629 76.3 745 782 72.3 58GSCO65-JB N G 1 9 U 80000 65000 81.2 5 80401 76.3 796 833 72.0 58GSCO80-CB N G 1 9 U 100000 81000 81.2 5 101648 76.3 738 775 73.1 58GSCO80-DB N G 1 9 U 100000 81000 81.2 5 100901 76.3 906 942 72.4 58GSCO80-JB N G 1 9 U 100000 81000 81.2 5 101648 76.3 738 775 73.1 58GSCO80-LB -N G 1 9 U 100000 81000 81.2 5 100901 76.3 906 942 72.4 58GSCO95-DB N G 1 9 U 120000 97000 81.2 5 121470 76.3 1000 1037 72.8 58GSCO95-LB N G 1 9 U 120000 97000 81.2 5 121470 76.3 1000 1037 72.8 58SSCO40-EC N G 2 10 U 44000 35000 80.7 5 47584 79.5 647 683 73.4 58SSCO40-GC -N G 2 10 U 44000 35000 80.7 5 47196 79.5 737 773 72.6 58SSCO55-EC N G 2 .10 U 66000 53000 80.7 5 67896 79.5 608 645 75.2 58SSCO55-GC N G 2 10 U 66000 53000 80.7 5 67149 79.5 782 819 74.2 58SSCO75-GC N G 2 10, U 88000 71000 80.7 5 77646 79.5 684 721 75.3 58SSC075-JC N G 2 10 U 88000 71000 80.7 5 77025 79.5 828 866 74.6 58SSCO907GC N G 2 10 U 110000 88000 80.7 5 97968 79.5 643 680 76.3 58SSCOSO-JC N G 2 10 U 110000 88000 80.7 5 97198 79.5 822 859 75.6 58SSCO90-LC N G 2 10 U 110000 88000 80.7 5 95420 79.5 1236 1273 73.8 58SSCIIO-JC N G 2 10 U 132000 106000 80.7 5 116800 79.5 949 986 75.7 58SSCIIO-LC N G 2 10 U 132000 106000 80.7 5 114988 79.5 1371 1408 74.3 58SSC130-LC N G 2 10 U 154000 124000 80.7 5 135732 79.5 1231 1269 75.4 58SX040-BC N G 3 10 U 41000 40000 98.5 5 39845 96.6 453 492 89.2 58SX040-CC N G 3 10 U 44000 40000 92.8 5 42275. 91.3 422 461 85.2 58SX040-FG N G 3 10 U 41000 40000 98.5. 5 39796 96.6 467 506 89.0 58SX040-GG N G 3 10 U 44000 41000 93.1 5 42206 91.5 416 455 85.4 58SX000-CC N G 3 10 U 66000 61000 92.8 5 68078 91.3 559 597 86.4 585X060 -GG N G 3 10 U 66000 61000 93.1 5 68166 91.5 495 534 87.0 58SX080-BC N G 3 10 U 88000 81000 92.8 5 85729 91.3 529 568 87.5 58SX080-CC N G 3 10 U 88000 81000 92.8 5 85435 91.3 608 647 87.0 58SXOBO-GG N G 3 10 U 88000 81000 93.1 5 85781 91.5 465 504 88.1 58SX080-JG N G 3 10 U 88000 81000 93.1 5 85401 91.5 567 606 87.4 58SX100-CC N G 3 10 U 110000 102000 92.8 5 102654 91.3 695 734 87.2. 585X100 -DC N G 3 10 U 110000 102000 92.8 5 102518 91.3 731 770 87.0 58SXIOO-JG N G 3 10 U 110000 102000 93.1 5 102737 91.5 612 651 87.8 58SXIOO-LG N G 3 10 U 110000 102000 93.1 5 101655 91.5 902 942 86.3 58SX120-CC N G 3 10 U 132000 122000 92.8 5 120568 91.3 595 634 88.2 58SX12O-LG N G 3 10 U 132000 122000 93.1 5 120280 91.5 602 641 88.4 58SXA040-FG N G 3 10 U 41000 40000 98.5 5 39796 96.6 467 506 89.0 58SXA040-GG N G 3 10 U 44000 41000 93.1 5 42206 91.5 416 455 85.4 585XA000-GG N G 3 10 U 66000 61000 93.1 5 68166 91.5 495 534 87.0 58SXA080-GG N G 3 10 U 88000 81000 93.1 5 85781 91.5 465 504 88.1 58SXAOSO-JG N G 3 '10 U 88000 81000 93.1 5 85401 91.5 567 606 87.4 58SXAIOO-JG N G 3 10 U 110000 102000 93.1 5 102737 91.5 612 651 87.8 58SXAIOO-LG N G 3 10 U 110000 102000 93.1 5 101655 91.5 902 942 86.3 FEBRUARY 1990 CENTRAL AIR CUND: ' 1O4ERS AMU PUMPS.... BRAND ...... .................... ............ ------- ............................................. D E -1 C R I P I 1 0 N 0 F M I I .HLA! .. ............... C 0 0 1 1 U .0 ;tSI INFORMATION ........... ... ....... H E a I P U m p H I a 1 1 N I, ........... --------------------------_- I COMPRESSOR MODEL ---------------------- NON -COMPRESSOR MOULL __ C ......................... VOL I P CUOt ING . ....... E I LC. LE4 s E E k. COOLING ....... ! LIEC. LO OR HSP1 ........ ............. 47 DEGAUS 1' 17 OLGREt' Y NUMBER NUMBER 0 AGE H CAPAC I I Y' INPUT CA PA'C I I Y: INPUT •0. 25 : .................... ........... .. P M A 181UH1 (WAIIS) ;K81 U/HI IXWJ .UPI ION: rtEAIING : LtEL. 1,14MOV.11COP. HLAI ING ElLi. LUP A E a S C.APACITY: INPUT IWAFTS): CAPACIIY'.INPUI R E a ------------------------------------ : 113111111 . (NAI Ii: tBlutil . 1Md I II. I ......... -----------------------------•------------------------ 15 38HDO605 28RD/RN06 I - 38HOS000 I 1 1 -------------------------------------------- 230 3 59000 6370 9. j IC. 15 61. 40 5. 88 0. 06 -------- ------------ ........ N 15 38HO0606 2BRO/RHO61.38HO900011 1 460 3 59000 6370 9.3 10.15 61.40 5.88 0.06 N 15 38TH01430 28RD06.11190 1 230 1 13400 1580 8 5 9. 30 14.29 1 . 45 0. 11 f 15 38TH0143ODt 28RD015.IH90 1 230 1 13400 1580 8.5 9 30 14.29 1 . 40 0.11 Y 15 38TH01830 28RD/RN018-TH90 1 230 1 117800 2110 8.4 9.30 18.88 1 . 95 0.08 Y 15 38TH0183ODL 28RD/RN018-IH90 1 230 1 17800 2110 8.4 9.30 18. 88 1 . 95 0.08 Y 15 38TH02436 28RD/RN024-TH90 f 230 1 23200 2700 8.6 9.50 24.41 2.49 0.07 Y 15 38TH024300L 28RO/RH024-TH90 1 230 1 23200 2700 8.6 9.50 24 41 2. 49 0.01 Y 15 38TH03030 2BR0030-TH90 1 230 1 30000 3610 8.3 X9.20 3'2.23 3.34 0.06 Y 15 38TH030300t 28R0030-TH90 1 230 1 30000 3610 8.3 9.20 32.23 3.34 0.06 y 15 38TH0305ODL 2BR0030-TH90 1 230 3 30000 360 8.3 9.20 32.23 3.34 0.06 Y 15 38TH03630 28RD/RH036+TH90 1 230 1 36000 4180 8.6 9.50 38.24 3.88 0.07 Y 15 381HO3630DI 28RD/1414036-11190 1 230 1 36000 4180 8.6 9.50 38.24 3.88 0.07 y 15 38TH0365ODL 28RO/RN036-TH90 1 230 3 36000 4180 8.6 9.50 38.24 3.88 0.07 Y 15 38TH03660DI 28RD/RN036-TH90 1 460 3 36000 4180 8.6 9.50 38.24 3.88 .0. 07 Y IS 38TH04230 28RO/RN042+TH90 1 230 1 41000 4860 8.4 -9. 30 44. 12 4.47 0.05 Y 15 381HO423ODL 28RD/RN042.TH90 1 230 1 41000 4860 8.4 9.30 44. 12 4.47 0.05 Y 15 38TH0425ODL 28RD/RM042-TH90 1 230 3 41000 4860 8.4 *,9.30 44. 12 4.47 0.05 y IS 38TH042600L 28RD/RN042-TH90 1 460 3 41000 4860 8.4 9.30 44. 12 4.47 0.05 Y 15 38TH04830 28ROO49-TH90 1 230 1 48000 5730 8.4 9.40 51.42 5.31 0.05 1 15 38TH0483ODL 28RD049-IH90 1 230 1 48000 5730 8.4 9.40 51.42 5.31 0.05 Y 15 38TH0485ODL 28RD049,TH90 1 230 3 48000 5730 B.4 9.40 51.42 5.31 0.05 1 15 381HO486001 28RO049,11190 1 460 3 48000 5730 8.4 9.40 51.42 5.31 0.05 ? 15 38TH06030 28RO/RN061-TH90 1 230 1 59500 6990 8. 5 9. 50 63. 28 6. 45 0. 03 Y 15 381HO603ODL 28RD/RN061-TH90 1 230 1 59500 6990 8.5 9.50 63.28 6.45 0.03 Y IS 38TH0605ODL 28RD/RH061-TH90 1 230 3 59500 6990 8.5 9. 50 63.28 6.45 0.03 Y 15 38TH060600L 28RD/RN061-TH90 1 460 3 59500 6990 8.5 9.50 63.28 6.45 0 03 y 15 38TKO1830 28RO/RN018-TH90 1 230 1 18100 2030 B.9 10.50 20. 18 1 . 85 0.03 y 15 38TKO18300L 28RD/RN018-TH90 1 230 1 18100 2030 8.9 10.50 20.18 1.85 0.03 Y 15 38TKO2430 28RD/RN025-TH90 1 -230 1 24200 2610 9. 3 0. 50 26. 20 2. 39 0, 09 Y 15 38TKO243001 28RD/RN025-TH90 1 230 1 24200 2610 9.3 10. 50 26.20 2.39 0.09 T 15 38TKO3030 28RD030+lH90 1 230 1 30000 3170 9.5 10.50 31. 15 2.89 0.04 y 15 38ik03030DL 28RD030,100. 1 230 1 30000 3170 9.5 10.50 31. 15 2.89 0.04 Y 15 38TKO3630 - 28Rb/RN036-TH90 1 230 1 36000 3810 9. 4 10 30 37. 59 3. 47 0, 07 Y 15 381KO36300L 28RO/RN036-TH90 1 230 1 36000 3810 9.4 10.30 37.59 3.47 0.07 y 15 38TK04230 28RD/RN043-TH90 1 230 1 41500 4410 9.4 10.50 45.05 4.06 0.08 Y 15 38TKO42300L 28RO/RN043-TH90 1 230 1 41500 4410 9.4 10.50 45.05 4.06 0.08 Y 15 38TKO4830 28ROO49-TH90 1 230 1 48000 5150 9.3 10.50 51.88 4.73 0.07 Y 15 38TKO483ODL 28RD049-TH90 1 230 1 48000 5150 9.3 10.50 51.88 4.73 0.07 Y 6 381KO6030 28RD/RN061-IK90 1 230 1 59000 6440 9.2 10 30 62.57 5.89 0.03 Y 15 38TK060300L 28RD/RN061-TH90 1 230 1 59000 6440 9. 2 10. 30 62. 57 5. 89 0. 03 Y 15 381MOI8300L 28RD/RN019 1 230 1 18000 1820 9.9 11.00 19.74 1 . 70 0.09 1 15 3STMO243ODL 28RD/RN025 1 230 1 23600 2380 9.9 11 00 25.51 2.23 0.07 Y 15 38TMO3030DL 28R003001 1 230 1 28800 2940 9.8 1 1 . 00 30.80 2.72 0.04 Y 15 38TMO363ODi 2BRO/RN03601 1 230 1 34600 3490 9. 9 1 1. 00 36. 70 3. 20 0. 07 Y 15 38IM042300L 28RD/RH043 1 230 1 41000 4250 9.6 11.00 44.30 3.88 0.06 Y 15 38TMO48300L 28RD/RN061 1 230 1 47000 4860 9.7 1 1 . 00 50.96 4.49 0.05 Y 15 77CDO1830 519D/509AO18 1 230 1 17200 2016 8.6 9.00 18.19 1.92 0. 11 y 15 770002430 5190/509AO24 1 230 1 24000 3020 7.9 9 00 26.47 2. 79 0.08 r 15 77CO03030 5190030 1 230 1 29000 3550 8:2 9.00 30.92 3.26 0. 11 Y 15 77CDO3630 519D/509AO36 1 230 1 34600 4000 8.7 9.00 40.07 4.29 0.08 Y 15 77CDO4230 5190/509A042 1 230 1 39000 4750 8.2 9.00 43.84 4.60 0. 11 y 15 77CO04830 5180048 1 230 1 45500 5350 8.5 9 00 50.35 5. 14 0.08 Y 18 38BA0085 40RRO08 1 208 3 87000 9150 9.5 N ,18 38BA0086 40RR008 1 460 3 87000 9150 9.5 N 18 38EV02432 40QV02432 1 230 1 23400 3060 7.6 11. 15 26.00 2.92 0. 15 y 18 38EV03632 40OV03632 1 230 1 35600 4750 7.5 1 1. 00 37 85 4.40 0. 17 Y 32 50EQ0245 208 3 224000 27100 8.3 240000 23000 250 3.0 134500 19000 2.1 N 32 50EQ0246 460 3 224000 27100 8.3 240000 23000 250 3 0 134500 !�000 2 1 N 32 50EQ0285 208 3 270000 33500 8.T 276000 27400 250 2.9 163000 2.1 4 • i Float Glass Performance Dataw 088101LOF BuyLlne 2759 Monolithic Insulating Glass Float Glass Transmittance Nominal Thickness Average Total • Ultra- Daylight Solar violet' Reflectance Relative" Heat Gain U-Vulue° Shading Coefficients' Average Daylight Air Space /." (6mm) Air Space /," (13mm) Venetian No Blinds Draperies Shade Light Med Light Med Dark Air Space , p /," (13mm) Summer Winter Summer Winter In mm % % % % Eng SI E SI E SI Clear and Tinted Glass SI E SI Clear Y, 3 82 71 60 15 185 583 .62 Float Glass Nominal Thickness Ttvnsmittance Average 'Ibtal Ultra Daylight Solar violet Reflectance o Relative' Heat Gain U Value° 2.8 Shading Coefficients" Average Daylight Summer Winter Venetian No Blinds Draperies Shade Light Med Light Med Dark in mm % % % % Eng SI Eng SI Eng SI SS DS Y,, 2.5 3.6 86 82 8 216 680 1.03 ,tiy�� 5.8 1.13 6.4 1.01 .9956 .98 .96 .93 .55 .64 .55 .61 .60 .70 90 %, 3 84 79 212 668 %, 4 P802 77 89 210 662 1.12 /I6 .5 73 206 649 1.12 Y4 6 88 77 71 200 630 1.10 6.2 .63 .54 .59 .69 Clear % 10 86 71 66 8 190 599 1.02 5.8 1.08 6.1 .88 .84 54 .62 .52 .56 .66 Y, 12 84 65 61 182 574 1.01 5.7 1.06 6.0 .61 .50 .54 .63 % 15 " 82 60 59 7 172 542 1.01 5.7 1.04 5.9 .79 .54 .60 .49 .52 .60 % 19 81 56 55 166 523 .99 5.6 1.02 5.8NA .53 .59 .47 .50 .58 Blue -Green Y6 % 6 10 74 67 48 38 47 39 7 6 155 138 489 435 1.09 1.08 6.2 6.1 1.10 1.06 6.2.53 6.0.48 .57 .51 .45 .42 .47 .44 .54 .50 Grey %, 3 62 63 54 6 179 564 1.08 6.1 1.13 6.4 .54 .60 .50 .53 .62 /,6 5 51 53 44 5 165 520 109 6.2 1.12 .53 .58 .47 .50 .57 %, 6 42 44 39 149 470 1.10 6.2.51 .55 .44 .46 .52 % 10 28 31 24 5 127 400 1.09 6.2 1.08 6.1.44 .46 .40 .42 .46 y, 12 19 22 15 4 113 356 1.08 6.1 1.06 6.0.39 .41 .35 .37 .39 Bronze/, 3 •68 65 49• 6 183 577 1.08 6.1 1.13 6.4 .84 .54 .61 .50 .54 .63 /I6 5 58 55 38 167 526 109 6.2 1.12 .76 .53 .59 .47 .501 5-8 6 50 46 32 5 153 482 1.10 6.2 .69 1 .52 .56 .45 .47 .53 Y. 10 37 33 175 131 413 1.09 6.2 1.08 6.1 .58 .45 .48 .41 .43 .48 y, 12 28 24 10 117 369 1.08 6.1 1.06 6.0 .51 a l 43 .37 .39 .41 Insulating Glass. Insulating Glass Float Glass Transmittance Nominal Thickness Average Total • Ultra- Daylight Solar violet' Reflectance Relative" Heat Gain U-Vulue° Shading Coefficients' Average Daylight Air Space /." (6mm) Air Space /," (13mm) Venetian No Blinds Draperies Shade Light Med Light Med Dark Air Space , p /," (13mm) Summer Winter Summer Winter In mm % % % % Eng SI E SI E SI E SI E SI Clear Y, 3 82 71 60 15 185 583 .62 3.5 .57 3.2 .55 3.1 .49 2.8 .88 51 .58 .50 .53 .59 .83 .57 .48 .52 .58 /,6 S 80 64 53 14 175 552 .56 .56 3.2 Y. 6 78 60 50 169 533 80 .49 .55 .47 .51 .57 Blue- Green �� 6 65 37 36 II 121 381 .64 3.6 .56 3.2 .57 3.2 .49 2.8 .56 .36 .39 .39 .44 .43 Grey %, 3 56 53 41 9 149 470.63 3.6 .57 3.2 .57 3.2 .49. 2.8 .70 .44 .48 .44 .48 .52 /,6 5 46 43 32 7 131 413 64 56 .61 .39 .42 .41 .45 .47 Y, 6 37 34 28 6 115 363 .53 .35 .37 .37 .41 .42 Bronze 11 %, 3 61 55 37 10 153 482 .63 3.6 .57 3.2 .57 3.2 .49 2.8 .72 .45 .50 .44 .49- .53 /I6 5 52 44 28. 9 135 426 .56 .63 .40 1 .44 .41 .46 .48 6 44 1 36 23 7 117 369 .54 .35 F38 ..37 .42 1 .43 Eng=English units. U -Values: Btu/(hrxf lx'F). Relative Heat Gain: Btu/(hrxft2). S1= Metric units. U -Values: W/(m=x'C). Relative Heat Gain: W/m'. I. Nominal values shown. 2. The UV Solar Transmissions are based on the standard intensity versus wavelength for the sun's radiation when the sun is at 60' zenith angle and measured at normal incidence to the glass surface. 3. Winter U -Values are based on an outdoor temperature of 0'F (-I8'C), an indoor temperature of 70'F (20'C), and a 15 mph (24 kph) wind velocity with no sun. Summer U-Valucs and Shading Coefficients are based on an outdoor temperature of 89°F (32'C), a solar intensity of 250 Btu/(hrxftl), (789 W/ml), and a 7.5 mph (12 kph) wind. 4. Based on ASHRAE solar intensity of 200 Btu/(hrxftz), (631 W (m=) and an outdoor temperature of 14'F (8'C) higher than indoor. 5. Insulating glass units constructed of equal thicknesses of glass with the inboard light being clear glass. Note: For information only since insulating glass units are not supplied by LOF. . 23 oohs ,I13►t �Ey1u'` -$ RlS?uL�7t 51c,�Lf<rf Only Bristolite'gives you S colors o acrylic and 2 of white fiberglass to choose from... • Bristol Fiberlite offers abroad selection of dome colors so just the right effect can be achieved. However, before selecting a specific color, particularly clear colorless, we. suggest a review of the following. Color affects three of a skylight's primary performance characteristics: light•transmittance (the amount of availa- ble light it passes), shading coefficient (the amount of radi- ant heat it transmits), and light quality (the quality of the light in terms of color and amount of diffusion). Light transmittance and shading coefficient can both be represented numerically as shown in the chart below. Acrylic Color Light Transmittance Shading Coefficient footcandles gymnasiums, lobbies, recreation rooms, recreation areas, Single Double Triple Single Double Triple footcandles Dome Dome Dome Dome Dome Dome Clear Colorless (CC) 92% 89% 85% .97 .89 - .82 Bronze Tinted (BT) 27% 25% 23% .53 .43 • .35 High White (WTH) 82% 75% 69% .76 .72 .68 Medium White (WTM) 53% 49%• 45% .68 .63! .58 Low white (WTL) 32% 29% , 27% .45 .4Q, .36 High White Fiberglass ( FTH) 70% 64% 59% .60 .55 .51 Medium White Filr•rglj.%s ( FTM) 50'%, 46% 42% .55 .50 .45 Quality of light is more difficult to present, but the pho- tos above are a visual approximation, and a discussion of advantages and disadvantages for each color follows. Clear Colorless -(specify CC) Advantages: maximum light transmittance. visual transparency with no color shift. Disadvantages: glare and no diffusion of heat or light. Bronze Transparent-lspeci y BT) Advantages: visual transparency with reduced light transmittance. reduced heat transmittance and reduced glare with only a subtle brown color shift. Disadvantages: no diffusion of heat or light and less light transmittance than any of the white colors. High White -(Exclusively from Bristolite, specify WTHI Advantages: highest available light transmittance in the industry with diffusion, low ultra violet and infrared transmittance. Disadvantages: not transparent. . Medium White -(Standard white or the skylight industry, specify WTMI Advantages: Good light transmittance with low heat and ultra violet transmittance. Disadvantages: not transparent. Low While-(speciry WTL) Advantages: excellent diffusion for critical seeing tasks. extremely low heal and ultra violet transmittance. Disadvantages: limited light transmittance may require more skylight area. •High White Fiberglass -(specify FTH) Advantages: high strength, fire retardance, ultra violet protection. resistance ,j chemicals. Disadvantages: somewhat less uniform color than WTHacrylic. Medium While Fiberglass -(specify FTM) Advantages: high strength, fire retardance, ultra violet protection. resistance to chemicals. Disadvantages: somewhat less uniform color than WTm acrylic. Designing a skylight system The first task is to determine the proper level of illumi- nation for each of the areas to be lit. Then based on factors such as room size, roof height and building orientation, either one of our sales engineers or the architect will .develop a complete system design including skylight size, placement, dome color, etc. Proper Lighting levels for Specific Types of Spaces classrooms, offices, drafting, manufacturing, merchan- 50-80 dising, and reading areas footcandles gymnasiums, lobbies, recreation rooms, recreation areas, 25-30 libraries, machine shops, laboratories footcandles corridors, stairways, warehouses, stockrooms, locker, 10-15 rooms, washrooms, kitchens, dining areas, baths footcandles But the process doesn't end here. We'll run a free com- puter analysis to predict the system's effectiveness. Spe- cific data on the proposed installation and weather conditions at the building site are run through the S.U.N. (Skylight Utilization Network) Computer Program, a highly sophisticated computer energy program, which then estimates the annual energy savings."` Percent of roof area to be skylighted for various lighting levels comparing Bristolite's exclusive WTH and the industry standard white dome, %VTM. Ratio Bldg. Width is 30 60 to Bldg. Height Footcandles Footcandles Footcandles WTH WTM` WTH WTM WTH WTM 1.0 1.9 3.0% 3.8 6.0% 5.6 9.0 1.25 1.6 2.5 3.1 5.0 4.; 7.3 1.50 1.4 2.2 2.8 4.4 4.1 i,.l, 2.0 1.1 1.8 2.3 1.6 1.4 ..•1 3.0-5.0 1.0-.9 1.6-1.4 2.0-1.8 3.2-2.8 3.0-2.6 4.8-4.2 6.0 or more .8 1.3 1 1.6 2.6 2.4 .1.9 U VALUES-BTU/HR/Square foot/°F Single Double Triple Winter Dome Dome Dome Heat Loss 05mph wind) 1.2 0.7 0.4 Summer Heat Gain (7.5mph wind) 0.8 0.5 0.3 Note: During extended periods of temperature and humidity differential condensation may form between double domes. However. once this differen- tial is reduced the condensation will disappear. 'Based on the Voluntary Standard Procedure for Carcularing Skylrgnrs Annual Energy Balance. AAMA publication 16021-1977 by the Arcnimciumi Aluminum Manufacturers Association ano uses calculations reCommenneo nv I.E.S. and A.S.H.R.A.E. Note: Adjust sky illumination to reflect acluai location condo ons Larger SkyligntS are more etliclent and deeoef wetly less elhcient.