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05-3208 (AR) Title 24TITLE.24 REPORT Title 24 Report for: HUSS ART STUDIO 78231 Calle Cadiz La Quinta, CA 92253 Project Designer: LENCH DESIGN STUDIO INC P O BOX 450 LA QUI NTA, CA 92247-0450 760/564-1866 Report Prepared By: VERNA LENCH Lench Design Studio, Inc. P.O. Box 450 La Quinta, CA 92247-0450 (760) 564-1866 Job Number: VL -1399 CITY OF LA QUINTA BUILDING & SAFETY DEPT. Date: APPROVED 6/21/2006 FOR CONSTRUCTION The Energ Prry� �p�11pu een a to perform `the calculations summarized in this compliance report. This program has approval and is authorized y'tH��Cali mmmi ase -with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.1 by EnergySoft Job Number: VL -1399 User Number: 5454 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary Form WS -5R Residential Kitchen Lighting HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads 1 2 3 7 9 10 11 12 13 EnergyPro 4.1 by EnergySoft Job Number: VL -1399 User Number: 5454 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R HUSS ART STUDIO 6/21/2006 Project Title Date 78231Salle Cadiz I a Quinta Project Address Building Permit # Design Studio, Inc_ (760) 564-1866 _tench Documentation Author Telephone Plan Check/Date EneravPro Compliance Method 15 Climate Zone Field Check/Date TDV Energ Use Standard Proposed Compliance (kBtu/sf-yr� Design Design Margin Space Heating 1.96 1.85 0.11 Space Cooling 83.40 86.32 -2.92 Fans 12.64 12.98 -0.34 Domestic Hot Water 29.76 17.59 12.17 Pumps 0.00 1.01 -1.01 Totals 127.77 119.76 8.01 Perce Building Type: W Single Family ❑ Multi Family Building Front Orientation: Fuel Type: 6.3 ❑ Addition Total Conditioned Floor Area: 534 ft2 ❑ Existing + Add/Alt Existing Floor Area: n/a ft2 (N) 0 deg Raised Floor Area: 0 ft2 Natural Gas Slab on Grade Area: 534 ft2 Fenestration: Average Ceiling Height: 10.0 ft Area: 135 ft2 Avg. U: 0.37 Number of Dwelling Units: 1.00 Ratio: 25.2% Avg. SHGC: 0.32 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area HVAC 534 5 34�4� 1 no —CondlticLed Setback— 2 —n/a OPAQUE SURFACES Insulation Act. Type Frame Area LI -Fac. Cay. Cont. Azm. Tilt Rnnf Wnnd 534 0 09 R-38 R-0 0 _o n Will Wand 83 0.074 R-13 R-4.5 n gn Wall Wood 23 0.074 R-13 R-4.5 An go Wall Wnnd 68 n n74 R-13 -4 5 n An Wall Wood 219 0.074 R_13 R-4.5 270 gn Wall Wood 176 0.074 R-13 R-4-5 1A0 90 Wall Wnnd_ 297 nj174 13-13 R-4.9; An gn Gains Condition Y / N Status JA IV Reference Location / Comments I EnergyPro 4.1 by EnergySoft User Number: 5454 . Job Number: VL -1399 Page:3 of 13 1 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R HUSS ART STUDIO 6/21/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factorl SHGCZ Azm. Tilt Stat. Glazin4 Type Comments -I— Window Front (N) 24 0 _0'17 NFBr—O-32 NFRC 0_ Pin New IWC: 5300 Vinyl/Lnw-F ZONE 1 2 Window Front (N) 5.4 0.370 NFRC 0_32 NFRC 0 90 New IWC 5300 Vinyl/Low-E ZONE 1 3 Window Right (W) 96.0 0.370 NFRC 0_32 NFRC 270 90 New IWC 5300 Vinyl/Low-E ZONE 1 4 Window Right (W) 5.4 0.370 NFRC 0_32 NFRC 270 90 New IWC 5300 Vinyl/Low-E ZONE 1 5 Window Rear (S) 4.0 0.370 NFRC 0_32 NFRC 180 90 New IWC 5300 Vinyl/Low-E ZONE 1 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 100 None No Insulation 26-A1 New ZONE 1 Run Initiation Time: 06/21/06 07:19:20 Run Code: 1150899560 EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:4 of 13 Certificate Of Compliance.: Residential (Part 3 of 4) CF=1 R HUSS ART STUDIO 6/21/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heatinq Coolinq Location R -Value Status Tested? HVAC Ducted Ducted Attic Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. 4.2 New Yes WATER HEATING SYSTEMS Rated Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. Lennox HM61-175P-1 Large Gas Recirc/Time+Temp 1 175,000 48 New 0.95 0.81% 0.0 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: VERNA LENCH Title/Finn: LEN DESIGN STUDIO INC Title/Firm: Lench Design Studio, Inc. Address: P BOX 450 Address: P.O. Box 450 L QUINTA CA 92247-0450 La Quinta, CA 92247-0450 Telephone: 60/564-1866 Telephone: (760) 564-1866 nt Agency Title/Firm: Address: Telephone: User Number: 5454 FENAM Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R HUSS ART STUDIO 6/21/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justitication and documentation submitted. I Plan Field The DHW System "Lennox HM61-175P-1" is a Large Gas water heater with Pilot Loss = 0 btuh. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS provider using CEC approved testing and/or verification methods and must be reported on the CF -4R Plan Field installation certificate. The HVAC System "HVAC" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. The HVAC System "HVAC' incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. I EnerovPro 4.1 by EnerovSoft User Number: 5454 Job Number: VL -1399 . Page:6 of 13 I Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ 0 ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑X ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: ❑ N ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ❑ 2. No continuous burning gas pilot lights allowed. ❑ IR ❑ § 150(f): Air retarding wrap installed to comply with§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑X ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑X ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑ ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and ❑ N El CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. ❑ ❑X ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑ El (SHGC), and infiltration certification. Page:7 of 13 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ Q ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑x ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with ❑ ❑X ❑ insulation having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ N ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. ❑ 0 ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic healing systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑x ❑ maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑X ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑x ❑ EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:7 of 13 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑X ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ ❑X ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and ❑ 0 ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ reductions in the cross-sectional area of the ducts. § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ❑X ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ® ❑ 4. Exhaust fan systems have back draft or automatic dampers. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ ❑X ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ® ❑ dampers. always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ® ❑ 7. Flexible ducts cannot have porous inner cores. EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:8 of 13 § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ FX ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ® ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑X ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ 0 ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑X ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ 2 ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ ❑X ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑X ❑ controlled by an occupant sensor that complies with Section 1) 9(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑X ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:8 of 13 Residential Kitchen Lighting Worksheet WS -5R HUSS ART STUDIO 6/21/2006 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-0. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. Luminaire T Hiah Efficacv? High Efficacy Watts Quantity Wafts Other Watts X = or X = or X = or X = or X = or X = or x = or X = or X = or X = or X = or X = or X = or X = or X = or X = or X = or X = or x = or X = or Total A: 0 B: 0 COMPLIES IF A;-,- B YES ® NO ❑ I EnergvPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:9 of 13 IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 71 PROJECT NAME DATE HUSS ART STUDIO 6/21/2006 SYSTEM NAME FLOOR AREA HVAC 534 Number of Systems 1 2 Heating System Output per System 54,000 Total Output (Btuh) 108,000 Output (Btuh/sqft) 202.2 Cooling System Output per System 35,000 Total Output (Btuh) 70,000 Total Output (Tons) 5.8 Total Output (Btuh/sgft) 131.1 Total Output (sgft/Ton) 91.5 Air System CFM per System 1,200 Airflow (cfm) 2,400 Airflow (cfm/sgft) 4.49 Airflow (cfm/Ton) 411.4 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airs 26.0 OF 69.6 of 69.6 of Outside Air �. 0 cfm 69.6 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 60 11,134 1,294 241 10,665 0 1,338 984 0 0 0 0 0 0 0 0 0 1,338 984 13,810 17294 12 634 Bryant 550AN036-E/31 1 JAV036070 47,103 15,932 108,000 Total Adjusted System Output 47,103 15,932 108,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am iam Temperatures at Time of Heatin 111.9 OF Supply Fan Heating Coil 2400 cfm :OGLING SYSTEM PSYCH 11.0 / 77.6 of Outside Air 0 cfm 78.5/65.4 of h Return Air Ducts `i 78.5 i 65.4 of 78.5/65.50F = 60.1/59.001' -(F Supply Fan 2400 cfm Cooling Coil oe+„rm A;r M—+� Supply Air Ducts 111.5 of ROOMS 70.0 of Supply Air Ducts 60.6/59.2OF 51.1% R.H. ROOMS 78.0/65.3°F EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Page:10 of 13 1 IP,00'M LOAD SUMMARY PROJECT NAME HUSS ART STUDIO DATE 6/21/2006 SYSTEM NAME HVAC FLOOR AREA 534 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 1 ZONE 1 601 11,134 1,294 601 11,134 1,294 241 10,665 PAGE TOTAL 1 6011 11,134 1,294 241 10,665 TOTAL 1 601 11,134 1,294 241 10,665 EnergyPro By EnergySoft User Number: User Job Number: VL -1399 Page: 11 of 13 f200M HEATING PEAK LOADS Project Title Date HUSS ART STUDIO 6/21/2006 71 Room Information Desicin Conditions Room Name ZONE 1 Time of Peak Jan 12 am Floor Area 534 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr 534.0 X X X x X X X X x X x X X X x X X X X X X X X X X X X X X X x X X X X x X X X 0.0250 X X X X X X X X X X x X X X X X X X X X X X X X X X x X X X x X X X X X X X X 44 = = = = = = = = = = = = 587 perimeter = 100.0 0.7300 44 3 212 82.6 0.0743 44 270 24.0 0.3700 44 391 5.4 0.3700 44 88 23.0 0.0743 44 75 68.0 0.0743 44 222 218.6 0.0743 44 715 0,3700 44 1,563 5.4 0.3700 88 176.0 0.0743 44 Fi7f; 4.0 0.3700 44 65 297.0 0.0743 44 971 items shown with an asterisk (-) denote conouchon through an interior surrace to anomer room. Page Total: 1 8.824 Infiltration: r 1.00 X 1.064 X 534 X 10.00 X 0.442 / 6] X � = 1 842 `schedule Air Sensible Area Ceiling Height ACH DT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 10,665 EnergyPro 4.1 by Energysoft User Number: 5454 Job Number: VL -1399 Page: 12 of 13 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date HUSS ART STUDIO 6/21/2006 Room Information Desicin Conditions Room Name: ZONE 1 Outdoor Dry Bulb Temperature: 1120F Floor Area: 534 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 78OFOutdoor Daily Range: 340F Opaque Surfaces R-38 Roof Attic R-13 Wall w/1" EPS Interior R-13 Wall w/1" EPS Interior R-13 Wall w/1" EPS Interior R-13 Wall w/1" EPS Interior R-13 Wall w/1" EPS Interior Orientation Area X X X X X X X X X X X X U -Factor X X X X X X X X X X X X CLTD 1 N 534.0 0.0250 56.0 N 150.6 0.0743 23.0 E 23.0 0.0743 33.0 W 218.6 0.0743 33.0 S 176.0 0.0743 26.0 E 297.0 0.0743 33.0 0.0 19.3 5.4 38.3 207 S 0.0X 19.3+ 4.0X 19.3= 77 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Fuge t otal Btu/hr 748 257 56 536 340 728 2 666 Orientation Shaded Area X X X X X X X X X X GLF + + + + + + + + + + Unshaded Area X X X X X X X X X X Page GLF = = = = = = = = = = Btu/hr N 0.0 19.3 24.0 19.3 463 N 0.0 19.3 5.4 19.3 104 W 0.0 19.3 96.0 38.3 3,674 W 0.0 19.3 5.4 38.3 207 S 0.0X 19.3+ 4.0X 19.3= 77 Total 4 525 Internal Gain Btu/hr Occu ants 4 X . Occupants X 230 Btuh/oCC. = 920 E ui ment X Dwelling Units X 1 1,6001 Watts/Sgft = 1,60 Infiltration: 1.os4 X 1.16 X 33.83 X = 1423 Air Sensible CFM ELA DT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11"I Latent Gain Btu/hr Occu ants 0 X Occupants X 200 Btuh/oCC. = 800 Infiltration: a 771 X 1.16 X 33.83 X 0.00263 = 494 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,294 EnergyPro 4.1 by EnergySoft User Number: 5454 Job Number: VL -1399 Pa e:13 of 13 c l�C C IF, cl PWT CaLVt''2td� A DD) A.,w n Prue t4 0-s - CITY OF LA QUINTA BUILDING &SAFETY DEIN. APPROVED FOR CONSTRUCTION DAT 1 << By—w to -t lS �0 JUN 2 0 2006 . VAN a (C) 0, r4 A Ly It -S --------------------- >r � 2a e+ v4z� =4 ®' 1q W 7 in 4'-0" #VH R (TEMP) FT PORFT z 0 29'-8" 2'-8" 7-8" 2'-8" 2'-8" 12'-2" n #0 (5)1; 20 F.O. 13.3 Q,FT. STUDIO 10'-0" CEILING FLOOR FINISH BARE CONCRETE ' 96.00 SO FT N #3 U0.610 (2) 6080 SLD DR (TEMP) 2'-4" 7'-0" 3'-0" 3'-0 3'-0" 32'-0" COVERED PATIO 23'-0" M �1 x 7'-0" D 6 Y -JZ 0 co 2'•5" I, 1'-6" 2'-9- 6'-8" SQUARE STUDIO f PATIO TOTAL e c Oa BATH S .i b #5 10'-0" CEILING Fo F---. D 6 Y -JZ 0 co 2'•5" I, 1'-6" 2'-9- 6'-8" SQUARE STUDIO f PATIO TOTAL e P 4'!r 14.2'a'' 9�' 4'C I N anc. H�utc.PW N . I I I I J II ISYx3f4 m C 4'!r 14.2'a'' 9�' 4'C I N anc. H�utc.PW N . I I I I J II ISYx3f4 m OPE 1 K ��— I I STUDIO ( — T F.F. TO MATCH EXISTING . I HOUSE FlOWD X1004 N I to A I NOTE: I EMKOY NONOLMOCPC IRSYBRiN iORTOLNOAPOK CONCRETE TO BECK.!N.TMCiK"l00IOWWMW.10JNIL VLBOLIEENRATEV LAMWAII 4W PSI. ANCHOR BOLTS TO BE NIfVIMU A bW DIAMETER X IO• WLTH 1 X T'X 3ff6' EOUARE . 1YASHER 'TFF_ NWWUM EMBEDMENT OF ANCHCR EDITS i I INTO CANCRETEtXNXTIONFWT9,IOBIB7'_ COVERED PATIO 5-O OUNDATION PLA u / THIS AREA g I THIS 6Y I STRUCTURAL I ENGINEER ------- -- TOP OF COLUMN BASE TO MATCH TOP ]aa OF FOUNDATION FOOTINGS yc M! -0 STRUCTURAL &TRUSS PLAN x'14 T� BLOCK I 2® QESAN LEDGER I= M4V.3-IDG BOLTS ®IP O.C.T d8 �- STAGGERED I (I)AISC II I LA6 BOLT K*.4W BEAM WW 2x _BLi CK _-1.B TAG ASSAM FACE DOM --L,408 OLT %W J I IY', ROOTirtE .m EA. GEM LUIMB INSULATIION43 i ~ __ I _�I•EJ I I — — �� PATIO DETAIL WAR BEAM- LUMBE AT M ).of y 4 TS t441 ec °SEAMRIGHT CUSP DECORATIVE COLU TUSCAN COLUMN( I !i J �- 3�,;�rn 1 n' t4 , Sr= M _ -7-%"? : \,I2, � 6 Jb vL P I -P t . 31. � cd era .� -- a "�'®`� . - • ON w Anna 4'., 7�xmm /,) C�o -ovwo m Concorde Consulting Group, INC. Title : Job # 3505 Camino Del Rio South Dsgnr: Date: 8:29PM, 24 JUL 05 #350 Description San Diego Scope California 92108 Rev: 580003 User: KW -0605524, Ver 5.8.0, 1 -Dec -2003 Steel Column Page 1 (c)1983-2003 ENERCALC Engineering Software Description TS Column at Studio Patio General Information Code Ref: RISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS4X4X1/4 Fy 36.00 ksi X -X Sidesway : Restrained 7.33 ksi 7.33 ksi Duration Factor 1.330 Y -Y Sidesway : Restrained Column Height 9.000 ft Elastic Modulus 29,000.00 ksi End Fixity Fix -Free X -X Unbraced 9.000 ft Kxx 2.000 Live & Short Term Loads Combined Y -Y Unbraced 9.000 ft Kyy 2.000 Loads Fb:xx : Allow [F1-7] & [F1-8] Axial Load... 21.60 ksi 28.73 ksi Dead Load 1.65 k Ecc. for X -X Axis Moments 0.000 in Live Load 1.38 k 18.38 ksi Ecc. for Y -Y Axis Moments 0.000 in ShortTerm Load k 21.60 ksi 21.60 ksi 21.60 ksi Point lateral Loads... DL LL ST Height Along Y -Y (strong axis moments) 21.60 ksi 0.787 k 8.000 ft Along X -X ( y moments ) k ft SummaryColumn Design OK Section : TS4X4X1/4, Height = 9.00ft, Axial Loads: DL = 1.65, LL = 1.38, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 9.00ft, Y -Y = 9.00ft Combined Stress Ratios Dead. Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0627 0.0525 0.1152 0.7265 XX Axis : Fa calc'd per Eq. E2-2, K*L/r > Cc YY GYic Fa ralr'rl nar Fn 172-2 K*I /r > Cr Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 7.33 ksi 7.33 ksi 7.33 ksi 9.75 ksi fa : Actual 0.46 ksi 0.38 ksi 0.84 ksi 0.84 ksi Fb:xx : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 18.38 ksi Fb:yy : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi Fb:yy : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL+LL 7,329 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.00 F'ey : DL+LL 7,329 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex : DL+LL+ST 9,747 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST 9,747 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X -X Axis Deflection -1.156 in at 9.000 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft k+ t� 11 Concorde Consulting Group, INC. Title 3505 Camino Del Rio South Dsgnr: #350 Description San Diego Scope California 92108 Job # Date: 8:29PM, 24 JUL 05 Rev: 580003 User: KW -0605524, Ver 5.8.0, 1 -Dec -2003 Steel Column Page 2 (c)1983-2003 ENERCALC Engineering Software Description TS Column at Studio Patio Section Properties TS4X4X1/4 Depth 4.000 in Weight 1219 #/ft Values for LRFD Design.... Thickness 0.250 in Ixx 8.220 in4 J 13.500 in4 Width 4.000 in lyy 8.220 in4 0.00 Sxx 4.110 in3 Zx 4.970 in3 Area 3.59 in2 Syy 4.110 in3 Zy 4.970 in3 Rt 2.000 in Rxx 1.510 in 0.000 Ryy 1.510 in Section Type = TS -Square I S'TRVCT��4 3�ii0� 6 -A OIL .� a Lo Abs, Fo R 6k V�c�C VO -14.17 .2 1 r 10 Concorde Consulting Group, INC. Title,. Job # 3505 Camino Del Rio South Dsgnr: Date. 12:06PM, 2 JUN 06 0350 DescAptlon : 0.599 : 1 San Diego scope 0.000 in m Callfoia 92108 10.500 It 10.500 ft Rev; 500007 u6w,aw.osos524.Ver s.e.7.i•oec•2= - General Timber Beam Page 1� (c)ie83.2OD3 ENERCALC EM[ne&lnb SORwprg 1.5 4.1) k Description Double Cantilevered Beam 4.03 k . MOSS AR't ST V Ot o 26.8 k -ft General Information Code Rei: 1997 NDS, 200318C, 2003 NFPA 5000. Base allowables are user defined Section Name 6x16 Center Span 21.00 R Lu 0.00 It Beam Width 5.500ln Left Cantilever ft ...Lu 0.00 R Beam Depth 15.500In iRightCantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 0.888 in Bm Wt. Added to Loads Fb Base Allow 1,200.0 psi 0.00 k -ft Load Dur. Factor 1.250 Fv Allow 170.0 psi Beam End Fbdy Pin -Pin Fc Allow 625.0 psi Stress Cales Wood Density 45.000 pcf E 1.600.0 ksi 0.00 k -ft Full Length Uniform Loads ^� Center DL 144.00 Slit Ll. 120.00 #1R Left Cantilever DL u/ft LL #M Right Cantilever DL elft LL #1R Beam Design OK Center Span... Span= 21,00ft, Beam Width = 5.500in x Depth =15.51n, Ends are Pin -Pin Total Load Left Cantilever... Dead Load 1201U�m Deflection Max Stress Ratio 0.599 : 1 Deflection 0.000 In 0.000 in ...Location 10.500 It 10.500 ft Maxlmum Moment 0.0 16.0 k -ft Maximum Shear • 1.5 4.1) k Right Cantilever... 4.03 k Allowable Camber ( using 1.5 26.8 k -ft 18.957 In2 Allowable 0,000 in 18.1 k Q Center 0,410 in Max. Positive Moment 16.02 k -ft at 10.500 it Shear. ® Left 3.05 k 0.888 in Max. Right Reaction Max. Negative Moment 0.00 k -ft at 21.000 ft ® Right 3.05 k Stress Cales Max @ Left Support 0.00 k -ft -- Camber. Q Left 0.000 in Max IS Right Support 0.00 k -ft Le 0.000 ft Sxx 220.229 in3 Area ® Center 0.410 in Ct 0.972 Rb 0.000 Mac M aticw 26.76Reactions... ® Right 0.000 In fill 872.99 psi tv 47.25 psi Left DL 1.79 It Max 3.05 k Fb 1,457.95 psi Fv 212.50 psi Right DL 1.79 It Max 3.05 k Deflections Center Span... Deetl_Load Total Load Left Cantilever... Dead Load 1201U�m Deflection -0.273 in -0.486 In Deflection 0.000 In 0.000 in ...Location 10.500 It 10.500 ft ...Lengih/Defl 0.0 0.0 ...Length/Defl 921.7 $41.12 Right Cantilever... 4.03 k Camber ( using 1.5 D.L. Deft ) ... 18.957 In2 Deflection 0,000 in 0.000 in Q Center 0,410 in Bearing ® Supports ...Length/Defl 0.0 0.0 Left 0.000 in Bearing Length Req -d 0.888 in Max. Right Reaction 3.05 k ® Right 0.000 in Stress Cales -- Bending Analysis Ck 26.487 Le 0.000 ft Sxx 220.229 in3 Area 85.250 In2 Ct 0.972 Rb 0.000 Cl 0.000 1► Max Moment Sxx_Reo'd Allgabls_fb ® Center 16.02 k -ft 131.87 in3 1,457.95 psi ® Left Support 0.00 k -ft 0.00 in3 1,457.95 psi Right Support 0.00 k -ft 0.00 in3 1,457.95 psi Shear Analysis ® Left Support ® Right Support Design Shear 4.03 k 4.03 k Area Required 18.967 int 18.957 In2 Fv: Allowable 212.50 psi 212.50 psi Bearing ® Supports Max. Left Reaction 3.05 k Bearing Length Req -d 0.888 in Max. Right Reaction 3.05 k Bearing Length Reqd 0.888 in 1► Concorde Consulting Group, INC. Title: Job 0 3505 Camino Del Rio South Doonn Date: 12-06PM, 2 JUN 06 9350 Description: San Diego Scope: : California 92108 _ RAv, WOOD U 9r.)IS20 60024,Var S.D. 1- eru-D Software General Timber Beam Page 2 Description Double Cantilevered Beam Query Values M. V. B D @ Specified Locations Moment Shear Deflection ® Center Span Location = MOD It 0.00k -ft 3.05 k 0.0000 in Q Right Cant Location = 0.00 It 0.00 k -ft 0.00 k 0.0000 in ® Left Cant Dation = 0.00 It 0.00 k -ft 0.00 k 0.0000 in 12 ID � tGO-E = IJ ID XeWA I OTC a xeuju L4 890,0- 0 XOLUO U-4 zos L = Kown 34 LSD'IE = 0010 XOLUA I LOT z X12W8 W$ 00,09Z t_111 ..t t t t t t t. t I t I t. I t. t t. W# COW 16.02 14.42 12.82 11.22 9.01 8.01 6.41 4.81 E 3.20 &i1Plt1 Be , 3.05 2.54 2.03 1 ;S3 1.02 0.51 L 0.0 -0.76 N -1.51 -2.27 -3.03 Be.1111 C Location MI Location (ft) Def Location (ft) a 1�► 4 -1 c.kA %.v0 x Z _ �•(q a� x '2.96?.x Z9 -')S + aol2 ..� i _u� .a.�►, .�+ GY . 2. a a W -A 0 � •aha Com 1S