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04-5178 (SFD) Revision 1TITLE 24 REPORT P- �:- V CS Z7- S- X-7— Title 24 Report for: Proposed Residence For John & Lori Loftus 52948 Claret Cove La Quinta, CA ' Project Designer: Dirksen & Associates (Rick Dirksen Architect) 9461 Hughes Drive Corona, CA 92883 (909) 277-0595 Report Prepared By: Marc Farmer Energy and Duct Systems 40492 Clark Drive Hemet, CA 92544 (909) 925-0100 Job Number: 04-1 CITY OF BUILDING & � Q� ONTeq ,� DEPT e_ .FofP �VED/ DA The EnergyPro computer program has been used to perform the calculations summan ' authorized by the California Energy Commission for use with both the Residential and Nonresidential This program developed'by EnergySoft,'LLC (415) E 3 approval and is Standards. EnergyPro 3.1 By EnergySoft Job Number. 04-118 User Number: 1268 x-946 C (A ott*r Coub OFFICe /(6PV 2wl TABLE OF CONTENTS Cover Page 1 Table of'Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist 6 Form C -2R Computer Method Summary 8 Form ENV -3 Proposed Construction Assembly 12 HVAC System Heating and Cooling Loads Summary 15 I_ EnergyPro 3.1 By EnergySoft Job Number: 04-118 User Number: 1268 9 r Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Proposed Residence For John & Lori Loftus 8/23/2004 Project Title Date 52948 Claret Cove La Quinta Project Address Building Permit # Energy and Duct Systems (909) 925-0100 Documentation Author Telephone Method (Package or Climate Zone Plan Check / Date Field Check / Date Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned floor Area: 7,204 f? Average Ceiling Height: 11.2 ft Total Conditioned Slab Area: 2,989 f? Building Type: (check one or more) X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (Southwest) 225 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 2 ® Raised Floor FENESTRATION Shading Devices Type Orientation Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) Loftus Basement Walls Wood 0.060 Exterior Wall' Slab On Grade n/a 0.756 Covered Slab w/R-0:0 Perimeter insulation R-21 Garage Wall. Wood 0.058 Exterior Wall R-21 Wall (W.21.26.16) Wood 0.059 Exterior Wall R-30 Floor (F.30.2x10.16) Above Garage Wood 0.033 Exterior Floor / Over Open Space R-38 Roof (R.38.2x4.24) Wood 0.024 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins S U -Factor S GC Shadin Yes / No Yes / No Rear (East) 24.0 0.40 0.20 Bug Screen ❑ 0 ❑ X❑ Right (South) 44:0 0.40 0.20 Bug Screen ❑ X❑ ❑X❑ Front (Southwest) 24.0 0.40 0.20 Bun Screen ❑ X❑ ❑ X❑ Rear (Northeast) 84.0 0:40 0.20 Bug Screen ❑ X❑ ❑ X❑ Left (North) 151.0 0:40, 035• Bug Screen ❑ x❑ ❑ X❑ Rear (East) 198.0 0.40 0.35 Bug Screen x❑ ❑ ❑ Right (South) 85.6 0.40' 0.35 Bug Screen x❑ ❑ ❑ X❑ Front (West) 28.6 0.40 0.35 Bug Screen x❑ ❑ ❑ X❑ Front (Southwest) 224.5 0.40 0.35 Bug Screen X❑ ❑ ❑ X❑ Left (Northwest) 75.0 0.40 0.35 Bug Screen X❑ ❑ ❑ X❑ Rear (Northeast) 1.75:2 0.40 0335• Bug Screen X❑ ❑ ❑ x❑ Right (Southeast) 26.7 0.40 0.35 Bug Screen x❑ ❑ ❑ X❑ Run Initiation Time: 08/23/04 08:13:06 Run Code: 1093273985 EnergyPro 3.1 By Ener oft User Number: 1268 Job Number: 04118 Pa e:3 of 16 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Proposed Residence For John & Lori Loftus 8/23/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Central Furnace 80% AFUE Ducts in Attic 42 Setback HVAC System Central Fumnce 80% AFUE D i .ts in Attu _ 6.0 Setback HVAC System Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12:0 SEER Split Air Conditioner 12 ORFFR Ducts in Attic 4'? Setback HVAC System Setback HVAC System Ducts in Attic 6,0 WATER HEATING SYSTEMS Tank Energy Facts 1 External Rated 1 Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value BRADFORD -WHITE M -II- Small Gas Recirc/Timer 1 75 DW 75 0.64 n/a n/a TW75T"•N-10 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 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 performance 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 recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business &Professions Code) Name: Documentation Author Name: Marc Farmer Title/Firm: Dirksen & Associates (Rick Dirksen Architect) Tide/Firm: Energy and Duct Systems Address: 9461 Hughes Drive Address: 40492 Clark Drive Corona, CA 92883 Hemet, CA 92544 Telephone: 909 277-0595 Lic. #: 4f /0 3 3 r� (signature) (date) Enforcement Agency Name: Title/Firm: _ Address: Telephone_ Telephone: 909 925-01oo -Z -� (sig at e), (date signaturelstam date Run Initiation : 08123/04 08:13:05 Run Code: 1093273985 EnergyPro 3.1 By EnergySoft 'User Number: 1268 Job Number: 04-118 PageA of 16 Certificate of Compliance: Residential (Addendum) CF -1 R Proposed Residence For John & Lori Loftus 8/23/2004 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 )ased on the adequacy of the special justification and documentation submitted. I Plan Field The HVAC Svstem "HVAC Svstem" has R-6.0 Heatino Duct Insulation. Insulation levels above R4.2 must be verified: I The HVAC Svstem "HVAC Svstem" has R-6.0 Coolinq! Duct Insulation.. Insulation. levels above R-4.2 must be verified. I I I HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -SR. plan Field Run Initiation Time: 08/23/04 08:13:05 Run Code: 1093273985 EnergyPro 3.1 By EnergySoft User Number. 1268 Job Number. 04-118 Page:5 of 16 Mandatory Measures Checklist: 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. 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 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 or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures �'§150(a): Minimum.R-19 ceiling insulali on. ® §150(b): Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). 0' §150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. §150(l): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no ❑ greater than 2.0 pemVinch. § 118: Insulation specked or installed.meels insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and Infiltration/Exriltration Controls 1. Doors and windows between conditioned and unconditioned' spaces designed to limit air leakage.. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with Section 151. meets Commission quality standards. § 150(e); Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. 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. Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. © § 150(h): Heating and/or cooling 'loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(): Setback thermostat on all applicable heating and/or doling systems. a§1500: Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be extemally wrapped with insulation having an installed thermal resistanceof'R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired'storage tanks, or other indirect hot water tanks have R-12 external' insulation or R-16 combined intemal/extemal insulation. 4. All buried or exposed piping insulated' in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 1268 Job Number: 04118 Page:6 of 16 Mandatory Measures Checklist: 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. 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 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 or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) 4150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181 A, or UL181 B. 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. Building cavities shall not be used for conveying conditioned air. 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 drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between fitter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between fitter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. XJ §115: Gas fined central furnaces, pool heaters, spa heaters or household cooling appliances have no continuously burning pilot light. (Exception: Nonelectrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ® §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumenstwatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. © §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 Iumenstwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 1268 Job Number: 04-118 Page:7 of 16 Computer Method Summary (Part 1 of 3) C -2R Propn-,edResidence For John & I Ori I Project Title offs 8/23/2004 Date Cove I _5?qL4,~3SClaret -Quinta Project Address Building Permit # Fnerav and Duct Systems (909) 925-0100 DocurnErTtation Author Telephone Plan Check/Date Computer Performance Compliance Method (Package or Computer) 15 Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 2.89 3.02 -0.14 Space Cooling 28.62 28.29 0.34 Domestic Hot Water 3.96 3.93 0.02 Totals 35.47 35.24 0.22 Total Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: BUILDING ZONE INFORMATION 7,204 ft2 Floor Construction Type: OX Raised Floor Slab Floor Single Fam Detached (Southwest) 225 deg Total Fenestration Area: 15.8% 1.00 Total Conditioned Volume: 80,470 ft s 2 Total Conditioned Slab Area: 2,989 ft 2 # of Zone Name Floor Area Volume units Zone Type HVAC System 9 9R9 99 Rq n 41 ron(fitioned HVAC System 4 215 50 SRO 059 Conditioned OPAQUE SURFACES Act. Type Area Ll -Fac. Azm. Tilt Wall 307 0 060 0 go Wall 3-'36 0 060 go An Wall 436 0.060 Igo _90 Wall 236 0.060 225 go Wall 310 0.058 315 —g Wall 256 0 Oho 45 _ gn Wall 55 0.060 135 go Wall 269 0.059 0 �Q Wall 198 0 059 -qn go Wall 457 0 059 1$0 go Wall 131 O.os9 270 90 Floor 1,226 0-033 _a 180. Wail 736 0f1sq WS gn Wall 51 0.059 315 _90 Wall 467 0059 45 90_ Wall 165 0 Mg 135 qf) Rnnf 4 215 n n24 "5 0 Solar Gains Y / N Form 3 Reference Thermostat Vent Type Hgt. Area Sethank _$ n/a Setback $ n/a Location / Comments Run Initiation Time: 08/23/04 08:13:05 Run Code: 109327.3985_ EnergyPro 3.1 By EnergySoft User Number: 1268 Job Number: 04-118 Page:8 of 16 Computer Method Summary (Part 2 of 3) C -2R Proposed Residence For John & Lori Project Title Loftus Date 8/23/2004 FENESTRATION SURFACES Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC U- Wd. Act. Glazing Type Location/ # Type Bug Screen 0.76 Area Factor SHGC Azm. Tilt Comments J-- Window Rear (Fast) _240 0400 020 g0 90 I oftuc_ Wood Basement Windows Rasement 2 Window Right (South) 44.0 0.400 0.20 180 90 Loftus Wood Basement Windows Basement 3 Window Front (Southwest) 24.0 0.400 0.20 225 90 Loftus Wood Basement Windows Basement 4 Window Rear (Northeast) 84.0 0.400 0.20 45 90 Loftus Wood Basement Windows. Basement 5 Window Left (North) 151.0 0.400 0.35 0 90 Loftus Wood Low E Main Floor 6 Window Rear (East) 733 0400- 0.35 90 90 Loftus Wood Low E Main Floor L Window Rear (East) _124.7 0.400 0.35 190 _$0 Loftus Wood Low E Main Floor 8 Window Right (South) 85.6 0.400 0.35 180 90 Loftus Wood Low E Main Floor 3 Window Front West) 28.6 -0.400 0.35 270 90 Loftus Wood Low E Main Floor 10 Window Front (, outhwest) 224.5 0.400 0.35 295 90 Loftus Wood Low E Main Floor 11 Window Left (Northwest) 75.0 0.400 0.35 315 90 Loftus Wood Low E Main Floor 12 Window Rear (Northeast) 108.3 0.400 0.35 45 90 Loftus Wood Low E Main Floor 13_ Window Rear (Northeast) 6&9 0.400 0.35 45 90 Loftus Wood Low E Main Floor 14 Window Right (Southeast) 26.7 0.400 0.35 135 90 Loftus Wood Low E Main Floor INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA. 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 6 Bug Screen 0.76 6-7 5:0 _ 13:0 _ 2:0 10.0 10.0 7 Bug Screen 0.76 6.7 5.0 2.0 2.0 2.0 2.0 8 Bug Screen 0.76 3.0 4.0 2.0 2.0 2.0 2.0 9 Bug Screen 0.76 2.0 4.0 2:0 2.0 2.0 2.0 10 Buq Screen 0:76 8.0 6.0 2.0 2.0 2.0 2:0 11 Bug Screen 0.76 5.0 5.0 2.0 2.0 2.0 2.0 12 Bug Screen 0.76 6.0 5.0 130 2.0 Mo 10.0 13 Bug Screen 0.76 6.0 5:0 2.0 2.0 2:0 2:0' 14 Bug Screen 0.76 5.0 4:0 2.0 2:0 2.0 2.0 _ I EneravPro 3.1 By EnergvSoft User Number: 1268 Job Number: 04-118 Page:9 of 16 1 Computer Method Summary (Part 3 of 3) C -2R Proposed Residence For John & Lori Loftus 8/23/2004 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES F2 Insulation Type Length .Factor R -Val. Depth Location / Comments Slab Perimeter 188 0.76 0.0 0 Basement HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct . Thermostat Location / pump, etc.) (AFUE/HSPFxducts/attic, etc.) R -Value Type Comments Central Furnace 80% AE1ff Ducts in Attic 44-2 Setback HVAC System Central Furnace 801 AFUE Ducts in Attic 6.0 Setback HVAC System Pipe Hydronic Piping pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback HVAC System Split Air Conditioner 12.0 SEER Ducts in Attic 6.0 Setback HVAC System WATER HEATING SYSTEMS Rated' Tank Energy Fact? 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (13W/hr) (gal) Efficiency Loss (%) Ext. BRADFORD -WHITE M-11- Small Gas Reck/Timer 1 75;000 75 0.64 n/a n/a 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 Run Initiation Time: 08/23/04 08:13:05 Run Code: 1093273985 EnergyPro 3.1 By EnergySoft User Number: 1268 Job Number: °04118 Page: 10 of 16_ Computer Method Summary (Addendum) C -2R Proposed Residence For John & Lori Loftus 8/23/2004 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 justification and documentation submitted. Plan Field The HVAC Svstem "HVAC Svstem" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC Svstem "HVAC Svstem" has R-6.0 Cooling Duct Insulation.. Insulation levels above R-4.2 must be verified. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan Field Run Initiation Time: 08/23/04 08:13:05 Run Code: 1093273985 FE,7�,ro 3.1 By EnergySoft User Number: 1268 Job Number: 04-118 Page: 11 of 16 DROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Proposed Residence For John & Lori Loftus I 8/23/2004 COMPONENT DESCRIPTION DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Earth 2 Membrane, Vapor -Permeable Felt 3 Conc Block, Normal Weight, ,Conc'Filled 4 Insulation, Mineral Fiber, R-13 5 ASSEMBLY NAME Loftus Basement Walls 25.00 7 0.37 8 2.08 ASSEMBLY Floor INSIDE SURFACE AIR FILM 0.680 19.26 TYPE (check one) XWall W 0 W Ceiling !Roof yFRAMING MATERIAL Wood p z FRAMING %o 15 �o D Framing 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) SUBTOTAI R -VALUE DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Earth 2 Membrane, Vapor -Permeable Felt 3 Conc Block, Normal Weight, ,Conc'Filled 4 Insulation, Mineral Fiber, R-13 5 Gypsum or Plaster Board 6 25.00 7 0.37 8 2.08 9 0.54 INSIDE SURFACE AIR FILM SUBTOTAI R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 4.0011 4.001 0.060 0.060 0.900 0.900 12.999 3.465 0.450 0.450 25.00 1.681 0.37 0.62 2.08 0.26 0.54 0.680 0.680 19.26 9.73 KC KT *HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/Fab) HC (A X B) (Btu/F-sf) members. [ 0.0519 X 0.85 ] 170.00 0.20 34.00 0.06 0.35 0.02 125.00 0.20 25.00 1.681 0.37 0.62 2.08 0.26 0.54 298 $ TOTAL HC 60.2 DOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0519 X 0.85 ] + [ 0.1028 X 0.15 1 / Rc 1 -(Fr% / 100) 11 Rf Fr%.! 100 ASSEMBLY U -VALUE I EnergyPro 3.1 By EnergySoft User Number: 1268 Job Number: 04118 Page:12 of 16 1 �, PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Proposed Residence For John & Lori Loftus I 8/23/2004 R -VALUE DESCRIPTION %MING ASSEMBLY NAME ASSEMBLY R-21 Garage Wall Floor Gypsum or Plaster Board 2 Insulation, Mineral Fiber, R-21 3 Gypsum or Plaster Board TYPE (check one) XWall 5 2.08 LU LU 7 Ceiling /Roof 8 1 / Rf 9 NFRAMING MATERIAL Wood 0.680 22.86 7.31 p Z FRAMING % 15 % Framing % 7 3 TOTAL HC 2 2 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Cell.) R -VALUE DESCRIPTION %MING OUTSIDE SURFACE AIR FILM 1 Gypsum or Plaster Board 2 Insulation, Mineral Fiber, R-21 3 Gypsum or Plaster Board 4 0.37 5 2.08 6 0.54 7 1 / Rc 8 1 / Rf 9 ASSEMBLY U -VALUE INSIDE SURFACE AIR FILM R -VALUE THICK- NESS (in.) %MING ❑ © ❑ El El El El El 0.170 0.625 5.500 0.500 5.445 0.450 0.450 0.37 0.98 2.08 0.26 R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.5621 0.562 21.000 5.445 0.450 0.450 0.37 0.98 2.08 0.26 0.54 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE 0.6801 0.680 22.86 7.31 Rc ra 'HEAT CAPACITY (Optional) WALL WEIGHT (lbslsf) SPECIFIC HEAT (Btu/Fdb) HC (A X B) (Btu/F-sf) members. 2.60 0.26 0.68 2.63 0.37 0.98 2.08 0.26 0.54 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE 7 3 TOTAL HC 2 2 'NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0437 X 0.85 + [ 0.1368 X 0.15 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE EnerpyPro 3.1 By EnergvSoft User Number: 1268 Job Number: 04118 Page: 13 of 16 1 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Proposed Residence For John & Lori Loftus I 8/23/2004 SUBTOTA R -VALUE DESCRIPTION %MING ASSEMBLY NAME ASSEMBLY R-30Floor f.30.200.16 Above Garage X Floor Gypsum or Plaster Board 2 Insulation, Mineral Fiber, R-30 3 TYPE (check one) Wall Flooring, Carpet and Fibrous Pad 5 W 0 W 0.58 Ceiling f Roof 0.34 8 F N FRAMING MATERIAL Wood INSIDE SURFACE AIR FILM 0.920 34.601 13.76 p Z FRAMING % 10 % Framing % 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) SUBTOTA R -VALUE DESCRIPTION %MING OUTSIDE SURFACE AIR FILM 1 Gypsum or Plaster Board 2 Insulation, Mineral Fiber, R-30 3 Plywood 4 Flooring, Carpet and Fibrous Pad 5 1.98 6 0.58 7 0.34 8 9 INSIDE SURFACE AIR FILM SUBTOTA R -VALUE THICK- NESS (in.) %MING ❑ © ❑ ❑ El El El El El 0.170 0.625 9.250 0.700 0.250 0.8681 0.868 2.080 2.080 1.98 0.29 SUBTOTA R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.562 0.562 30.000 9.158 0.8681 0.868 2.080 2.080 1.98 0.29 0.58 0.081 0.34 0.03 0.920 0.920 34.601 13.76 ITI GW 'HEAT CAPACITY (Optional) WALL WEIGHT (Ibs/sf) SPECIFIC HEAT (Btu/F4b) HC (A X B) (Btu/F-sf) members. [ 0.0289 2.60 0.26 0.68 3.11 0.36 1.12 1.98 0.29 0.58 0.081 0.34 0.03 7 8 TOTAL HC 2 4 Rc Rf 'NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0289 x 0.90 11 + [ 0.0727 x 0.10 I 1 / Rc 1 - (Fr% / 100) 1 / Rf Fro/a 1100 ASSEMBLY U -VALUE EnergWro 3.1 By EnergySoff User Number: 1268 Job Number: 04-118 Page: 14 of 16 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Proposed Residence For John & Lori Loftus 8/23/2004 SYSTEM NAME FLOOR AREA HVAC System ----2,989 [ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 1 2 Heating System Output per System 89,000 Total Output (Btuh) 178,000 Output (Btuh/sgft) 59.6 Cooling System Output per System 46,000 Total Output (Btuh) 92,000 Total Output (Tons) 7.7 Total Output (Btuh/sgft) 30.8 Total Output (sgftrron) 389.9 Air System CFM per System 1,575 Airflow (cfm) 3,150 Airflow (cfm/sqft) 1.05 Airflow (cfm/Ton) 410.9 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS 26.0 OF 69.4 of Outside Air 0 cfm 69.4 of 78.5/66.7 a F 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 Sensiblel Latent I I CFM I Sensible 2,01 35,202 7,647 721 39,839 0 1,760 1,992 0 0 0 0 0 0 0 0 0 1,760 1,992 38,7231 716471 43 822 80% AFUE 12 SEER 4 ton System '58,535 25,888 178,000 Total Adjusted System Output 535 25 178 000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 122.50F Heating Coil at _Q@J Supply Fan 3150 cfm 122.5 of Supply Air Ducts 121.9 OF ROOMS 70.0 of �% Retum Air Ducts 4 at Time of 78.5/66.7OF 61.1 /60.1OF 0 Supply Fan 3150 cfm Cooling Coil 61.1 / 60.1 of -�o Supply Air Ducts 61.6 / 60.3 OF 55.2% R.H. ROOMS 78.0/66.5OF k Return Air Ducts y I EneravPro 3.1 By EneravSoft User Number: 1268 Job Number. 04-118 Page: 15 of 16 1 r HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Proposed Residence For John & Lori Loftus 8/23/2004 SYSTEM NAME FLOOR AREA HVAC System 4,215 26.0 OF 310 Outside — 0 cfm 69.5 of 69.5 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 ISensiblel Latent I CFM I Sensible 4,754 83,528 12,547 1 1,248 69,153 0 4,176 3,458 0 0 0 0 0 0 0 0 0 4,176 1 3,458 91.8811 12,5471 1 76.068 80% AFUE 12 SEER 4 ton System 119,041 49,154 356,000 Total Adjusted System Output 119,041 49,154 356,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 m Jan 12 am 122.6 of Heating Coil Time of Supply Fan 6300 cfm 122.6 of Supply Air Ducts 122.1 of ROOMS 70.0 of Rat, im Air r), imic DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.6OF 78.6/66.4OF 60.9/59.9OF 60.9/59.9OF O Supply Air Ducts Outside Air 0 cfm Cooling Coil Supply Fan 61.5 / 60.1 of 6300 cfm 54.3% R.H. ROOMS 78.6/66.40F 78.0/66.2OF �% Return Air Ducts '4 I EnemvPro 3.1 By EneravSoft User Number: 1268 Job Number: 04118 Page: 16 of 16 1 JCM Inspections 39725 Garand Lane Suite F L] Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 ACTIONS EPDXY INSPECTION REPORT Date—,,3k9 —� Project Name: Project No: mot, A Project Address- 1 A L O: t LL� i ��� �.. �? Title 24 Other: Client: Sub -Contractor: rL2 ! \ — r General Contractor: Architect: Structural Engineer: Cror ar, oss 'S0c, ❑ Anchor Bolts Rebar Epoxy Type: cv- 'IXx-_ a n��'e. Epoxy Shelf Life: �,p �s� r 1;L00LNone Hole Cleaning Method(s):Q�\ovJr1 `Qc, -_ Qj u rr l � Weather: Unresolved MIS:, ❑See Below Description of Work Inspected: `cr a, -, c c k9 S— --A C7 c • D t,��� ( O� � r Q �, Q ,V � W ll TI, r. , Work complies with written approval from Structural Engineer and ICBO Evaluation Report # Sa I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issu t project completion. Inspector: Jac . Millin ICC CertM0a#ior} No: 68422'l6-49 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _�_ of JUL 14 2005 10:25RM HP LRSERJET 3200 I 11 P. 1 DuwEN &ASSOCIAM RickDlrksen - Arahltmt CA Lkf C10334 94srxysw Corona, CA 92U3 V271-0595 Fax !�fiZ7?•4545 3/ 4"0 HOLE - EPDXY FILL- QOWELS �$ oC� �- T:6j$D I USE SIMPSON SET ICBO ER--5279 NEW FOUNDATION L.A. RR 25279 IX[S71NG - FOUNDATION .a- a.• -a _ e.W - d w YE U A_ '.;ice -.i 9 (WSIadden Engineering 6782 Stanton Ave., Suite A 39-725 Garand Ln., Suite G 114 S. California Ave. Buena Park, CA 90621 Palm Desert, CA 92211 Beaumont, CA 92223 (714) 523-0952 Fax (714) 523-1369 (760) 772-3893 Fax (760) 772-3895 (951) 845-7743 Fax (951) 845-8863 Date Job No. -- Project Name _ Site Address Job Phone Work Done FIELD MEMO Client: -1". Test Summary 1 Footings Inspected Test No. Location Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % I Comments Field Tech. Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. •err tir,� REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE 1!KiRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ HER ''_��� // �/'�� 6- JOB LOCATIONSf / S C 1 Ro-� • Cwe7 / , ILA f 1� `! "J REPORT SEQUENCE NO TVP�-OF$TAl1CTURE P--es PERMIT NO DgTE o + l{ DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT INI+S1jPECTOR HRS CHARGED ENGINEER ASSISTANTS HRS CHARGED INSPECTION DATE GENERAL SUB CONTRACTOR e „� �I (� CONTRACTORf :Ao ( om Re rye, {r h r)� .S ` EACID l( GY Ij COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED i HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS f� SIG ATURE OF REGIST INSPECTO �- 6 ( 4 rJ ❑ TE OF REPORT REGISTER NUMBFR JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 I N S P E C T IONS Phone: 760-345-5554 - Fax: 760-772-3895 - INSPECTIONS EPDXY INSPECTION REPORT Date: Project Name: Project No: Project Address: City: X IBC ❑ Title 24 Other: Client: Sub -Contractor: General Contractor- Architect: Structural Engineer: Anchor Bolts Rebar Epoxy Type: 2Ln i - Epoxy Shelf Life: CC F .7 aa C? c7{p Hole CleaningMethods : ``t �• W' _ y �' �j 4 � n v3 w .-. �n 4. � + ti ; ti .. Wea lter: Unresolved Items: None 0 See Below Description of Work Inspected:t S�1 l!l r . n 'cam r - .• n . C 5_x} N ?sr�lY�f' 1.h o� << 1�+.r7 lC]C-L L �'-r �. S I LPL! �+• Cn ) � Vie► .-s�['� � -J� �r7{C:31 r., � � 1?6 - �E•lr! 'S �\ r � 1C 7'I - I' r �1c•t��: L _,•3 ]Ito, i.� S r-m�.� I t £ �ii'�e`i� Work complies with written approval from Structural Engineer and ICBO Evaluation Report # �-f 1) I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jac C. Millin ICC Ce i ati7�� .0842216-49 Contractor's Representative: Copy 1 JCM InspecV011S Copy 2 Project Superintendent Copy 3 Governing Agency Page __� of V=N! JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 i P E C T I O N S Phone: 760-345-5554 - Fax: 760-772-3895 L�L INSPECTIONS EPDXY INSPECTION REPORT Date: Project Name: Project No: l' r t7'r ln � Lo 1J e— TJLcLr1 Project Address; Clj COUS- , IBC Title 24 Other: Client: Sub -Contractor: General ll Contractor: Architect: ] Structural Engineer: Coll- l I ,0&. S a S ; 1C �a `, Anchor Bolts ® Reber Epoxy Type: i�� t],'� - .r , ii Epoxy Shelf Life: ck C c l.-s 06-7 `'� Hole Cleaning Method(sA.Lo ti]n C�Q n n Cncnnr csl__ �j(� N1 C . Q, f �- Lf uc1 , weather: llnnesol tams: None See Below Description of Work Inspected: 0 �� a c n 0, y� _ ,,*] i___ u 1 \nm � calms 1 1 tIP ro 6— t] Work complies with written approval from Structural Engineer and ICBO Evaluation Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millinnn. ICC Ceirtifc t n No:0842216�9 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page N - DUWEN &ASSOCIATES RlckDlrkm@e - Arehlt6et U LloB 0033i 446THugbtu Dr. Comm, CA 92983 17.14545 6 . ��rsr tt.r►e.1.1. 11-LL ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 Accredited by the American National Standards Institute A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 2001 ICBO Evaluation Service, Inc. Filing Category: INSULATION (128) COCOON THERMAL AND SOUND INSULATION PRODUCTS U.S. GREENFIBER, L.L.C. .370 PALM ISLAND, S.E. CLEARWATER, FLORIDA 33767 1.0 SUBJECT Cocoon Thermal and Sound Insulation Products. 2.0 DESCRIPTION 2.1 General: Cocoon thermal and sound insulation products consist of a uniform low -density mixture of cellulosic fibers and fire -retar- dant chemicals, designed for installation on or within floors, floor -ceiling or roof -ceiling assemblies, attics, crawl spaces, walls and partitions. The insulation is recognized for use as interior finish, thermal resistance, sound insulation, fire - blocking and fire -resistive construction under the 1997 Uni- form Building Code- (UBC), the 2000 International Building Code (IBC) and the 2000 International Residential Code"' (IRC), as noted in this report. 2.2 Materials: 2.2.1 Cocoon Spray -applied Insulation: Cocoon spray - applied insulation is used for exposed application as an interi- or finish on new or existing steel, wood, gypsum wallboard, aluminum, masonry or concrete substrates; for concealed application within walls and partitions; orforexposed applica- tion on horizontal or sloped attic floors. Cocoon spray -applied insulation is installed on orwithin walls and partitions ata den- sity of between 2.2 and 2.6 pounds per cubic foot (35.2 and 41.6 kg/m3) and Is installed on attic fours at a density of be- tween 1.3 and 2.0 pounds per cubic foot (20.8 and 32.0 kg/m3). The products are spray -applied with water to activate the dry adhesive in the fire -retardant -treated cellulose fibers. Cocoon spray -applied insulation has a Class I flame -spread classification (flame -spread rating of 25 or less) and a smoke - developed rating of 50 or less when tested in accordance with UBC Standard 8-1 for compliance with the UBC (ASTM E 84-98 for compliance with the IBC and IRC). 2.2.2 Cocoon Loose -fill Insulation: Cocoon loose -fill in- sulation is blown into concealed spaces of walls, partitions, or roof -ceiling or floor -ceiling assemblies; or is exposed on hori- zontal or sloped attic floors. Cocoon loose -fill insulation is installed in enclosed spaces ata densltybf 2.6 pounds percu- bic foot (41.6 kg/m3), and is installed on exposed surfaces at a density of between 1.3 and 2.0 pounds per cubic foot (20.8 and 32.0 kg/m3). 2.2.3 Gypsum Wallboard: Gypsum wallboard must comply with ASTM C 36-92 for compliance with the UBC (ASTM C 36-97 for compliance with the IBC and IRC). 2.3 Installation: 2.3.1 General: Application must be performed by contrac- tors certified by U.S. Greenfiber, L.L.C., and must be in ER-2833 Reissued February 1, 2001 accordance with ASTM C 1015, with the U.S. Greenfiber, L.L.C., installation instructions, and with this report. When placed adjacent to recessed light fixtures, metal chimneys or other heat -producing elements, a permanent barrier is neces- sary to maintain a 3-inch (76 mm) clearance between the item and the insulation, unless the recessed light fixture is identi- fied by the letters "IC" and is listed for direct contact with cellu- losic insulation orthe heat producing element is listed for zero clearance to combustibles. The insulation must not be placed in areas where the temperature exceeds 1940F (900C). The building official may require an approved vapor retarder to be installed in accordance with Section R322.1 of the IRC and Section 1403.3 of the IBC. Attic vents must not be blocked by the application of the Cocoon insulation. 2.3.2 Cocoon Spray -applied Insulation: The insulation is sprayed into its final position using a pneumatic device. Afine water mist is mixed with the insulation as it passes through a specially designed nozzle that activates a dry adhesive com- ponent in the insulation. All surfaces that are to receive spray -applied insulation ma- terial must be clean, dry and free from dust, grease, oil, rust and other agents tending to reduce bonding qualities. Before enclosing in walls, the insulation must dry for a minimum of 24 hours and the moisture content must be 25 percent or low- er. Cocoon spray -applied insulation may be applied to sloped attic floors, regardless of slope. 2.3.3 Cocoon Loose -fill Insulation: Cocoon loose -fill in- sulation is installed into its final position using a pneumatic de- vice. The insulation may be applied to sloped attic floors, pro- vided the slope does not exceed 5:12 (41.66% slope). 2.4 Thermal Properties: Density and thermal characteristics of the Cocoon loose -fill and spray -applied insulations are given in Table 1. 2.5 Fire Blocking: Cocoon insulations are permitted as fire blocking under Sec- tion 708.2.1, Item 1, of the UBC and Section 716.2,1 of the IBC, and are permitted to be used as alternates to the fire blocking in Section R602.8, Item 1, of the IRC. Cocoon insulations may be placed in new or existing wood or steel stud walls and partitions of combustible construction with stud spacing up to 24 inches (610 mm) on center. When the walls and partitions have insulation in the spaces between the studs, access holes measuring from 1 inch (25.4 mm) in diameter to 6 inches (152 mm) square are cut in the wall cov- ering at each stud space, and the plugs are removed. The ex- isting insulation is cut and pushed away to form a mini- mum-16-inch-deep (406 mm) space. Cocoon spray -applied or loose -fill insulation, as applicable, is then installed into the open space, filling the full 16-inch (406 mm) (or greater) depth and contacting all surfaces. After installation has been com- pleted, the plugs are replaced and the wall covering is re- paired. Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staffhas reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding "or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2 of 4 ER-2833 When there is no insulation in the wall or partition, Cocoon spray -applied insulation mustfill the stud space to a minimum depth of 16 inches (406 mm). When the walls or partitions have existing insulation in the spaces between the studs, installation is as noted for the loose -fill insulation. 2.6 Sound -rated Wall'Assemblies: The following wall assemblies have a Sound Transmission Class (STC) of 50 or greater: 2.6.1 Double Wood Stud Wall: The double wood stud wall assembly incorporates nominal 2-by-4wood studson a nomi- nal 2-by-6 wood plate. The studs on each side of the wall are spaced at 16 inches (406 mm) on center and are staggered from the studs on the opposite side. One layer of 5/8-inch- thick (15.9 mm) Type X gypsum wallboard is attached to the studs on both sides of the wall with minimum 15/8-inch-long (41.3 mm) Type W screws, spaced at 8 inches (203 mm) on center. The stud cavities are filled with Cocoon spray -applied insulation. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.6.2 Wood Stud Wall: The assembly consists of nominal 2-by-4 wood studs, spaced at 16 inches (406 mm) on center. One layer of 5/8-inch-thick (15.9 mm) Type X gypsum wall- board is attached to the studs on one face ofthe wall with mini- mum-15/8-inch-long (41.3 mm) Type W screws spaced at 8 inches (203 mm) on center. On the opposite face of the wall, minimum No. 25 gage resilient channels, spaced at 24 inches (610 mm) on center, are attached horizontally to the studs with minimum-15/8-inch-long (41.3 mm)Type W screws. One layer of 5/8-inch-thick (15.9 mm), Type X gypsum wallboard is attached to the resilient channels with minimum-1-inch- long (25.4 mm) Type S screws. The cavities are filled with Co- coon spray -applied insulation. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.6.3 Steel Stud Wall, Assembly 1: Number 25 gage [0.018 inch (0.46 mm)] steel studs, 3518 inches (92 mm) deep, com- plying with the code, are spaced at 24 inches (610 mm) on center. One layer of 5/87-inch-thick (15.9 mm), Type X gyp- sum wallboard is attached to both faces of the studs with mini- mum-1-inch-long (25.4 mm) Type S screws spaced at 12 inches (305 mm) on center. The stud cavities are filled with Cocoon spray -applied insulation. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.6.4 Steel Stud Wall, Assembly 2: Number25 gage [0.018 inch (0.46 mm)] steel studs, 35/6 inches (92 mm) deep, com- plying with the code are spaced at 24 inches (610 mm) on center. One layer of �/e-inch-thick (15.9 mm), Type X gypsum wallboard is attached to one face of the studs with mini- mum-1-inch-long (25.4 mm) Type S screws spaced at 12 inches (305 mm) on center. On the opposite face, minimum No. 25 gage resilient channels, spaced at 24 inches (610 mm) on center, are attached horizontally to the studs with screws of sufficient length to penetrate the studs a minimum of 1/4 inch (6.4 mm). A double layer of 5/8-inch-thick (15.9 mm), Type X gypsum wallboard is attached to the resilient chan- nels. The base layer is attached to the resilient channels with screws spaced at24 inches (610 mm) on center. The face lay- er is attached to the resilient channels with screws spaced at 12 inches (305 mm) on center. Screws must have sufficient length to penetrate the studs a minimum of 1/4 inch (6.4 mm). The stud cavities are filled with Cocoon spray -applied insula- tion. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.6.5 Steel Stud Wall: Number 25 gage [0.018 inch (0.46 mm)], 2.5-inch-deep (63.5 mm) steel studs are spaced at 16 inches (406 mm) on center. One layer of 5/8-inch-thick (15.9 mm), Type X gypsum wallboard is attached to both faces of the wall with minimum-l-inch-long (25.4 mm) Type S screws spaced at 12 inches (305 mm) on center. The stud cavities are filled with Cocoon insulation. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.6.6 Double Wood Stud Wall: The wall assembly consists of two nominal 2-by-4 wood stud walls spaced 1 inch (25.4 mm) apart. Studs are spaced at 16 inches (406 mm) on cen- ter. One layer of 518-inch-thick (15.9 mm), Type X_gypsum wallboard is attached to both faces of the wall with 1 /a -inch - long (41.3 mm) Type W screws spaced at 8 inches (203 mm) on center. The cavity of the wall assembly is filled with Cocoon insulation. Wallboard joints and screw heads must be taped and sealed with joint compound. 2.7 Fire -resistive Construction: 2.7.1 Fire -resistive Wall Assemblies: Cocoon spray - applied insulation is permitted to be installed in stud cavities of fire -resistive wood or steel stud assemblies incorporating gypsum wallboard or gypsum sheathing described in Table 7-13 of the UBC and Table 719.1(2) of the IBC without affect- ing the hourly rating. Time assigned for additional protection of wood -stud walls is 15 minutes when calculating fire resist- ance in accordance with Section 7.724 of UBC Standard 7-7 or with Section 720.6 of the IBC. 2.7.2 Two-hour Fire -resistive Limited Load -bearing Double Wood Stud Wall Assembly: The assembly consists of two rows of nominal 2-by-4, No. 2 Douglas fir wood studs spaced at 16 inches (406 mm) on center, on separate 2-by-4 plates placed 1 inch (25.4 mm) apart. See Figure 1. Studs in one row are staggered 8 inches (203 mm) from studs in the other row. Horizontal blocking is installed between studs at a height of 50 inches (1524 mm). Eaoh side. of the assembly is covered with 518-inch-thick (15:9 mm), Type X gypsum wall- board attached to framing with 17/8-Inch-long (47.6 mm) wall- board nails spaced at 8 inches (203 mm) on center. Prior to covering, Cocoon spray -applied insulation is sprayed into the 8-inch (203 mm) space between the interior and exterior face, at a nominal density of 2.6 pounds pe.rcubic foot (41.6 kg/m3), and screeded off smooth with the surface of the studs. Wall- board joints and nail heads are taped and covered with joint compound. Nail heads are covered with two coats of com- pound. The maximum wall height is 10 feet (3048 mm). Allow- able bearing loads cannot exceed the following, whichever is most restrictive: 1. 1,200 pounds (5338 N) per 2-by-4 stud. 2. Design stress of 0.78 F, as set forth in Sections 3.6 and 3.7 of the NDS* as referenced in Section 2316 of the UBC and amended in Item 15, Section 2316.1, of the UBC, and as referenced in Section 2306.1 of the IBC. 3. Design stress up to 47.5 percent of the Fc or Fc1 permitted for the stud species and grade. 2.7.3 One -hour Fire -resistive Nonload-bearing Steel Stud Partition: The assembly consists of No. 25 gage 10.018 Inch (0.46 mm)], 2112-inch- or 3518-1nch-deep (63.5 mm or 92 mm) or 21/2-inch-deep (63.5 mm) steel studs spaced at 24 inches (610 mm) on center. One layer of %-inch-thick (15.9 mm), Type X gypsum wallboard is attached to both sides of the studs with 1 0/6-inch-long (92 mm) Type S screws spaced at 12 inches (203 mm) on center. The stud cavities are filled with Cocoon spray -applied insulation. Wallboard joints and screws must be taped and sealed with joint compound. See Figure 2. 2.7.4 Membrane Penetrations: Outlet boxes on opposite sides of the wall shall be separated by a horizontal distance not less than the depth of the studs when the wall cavity is filled with Cocoon insulations. 2.8 Identification: All bags are identified with the product name, the manufactur- er's name, the address of the manufacturing plant and the date of manufacture, and the ICBO ES evaluation report num- ber (ER-2833). Additionally, all bags bear label with informa- tion required by CPSC 16 CFR, Parts 1209 and 1404. *ANSI/NFoPA NDS 91, National Design Specification for Wood Construction of the American Forest and Paper Association, Revised 1991 Edition, and the Supplement to the 1991 Edition National Design Specification (UBC); ANSI/AF&PA NDS-97 Wood Construction and Supplement (IBC and IRC). Page 3 of 4 ER-2833 3.0 EVIDENCE SUBMITTED Installation instructions and reports of tests in accordance with CPSC 16 CFR, Parts 1209 and 1404; ASTM Standards E 518-91, E 90-83 and E 413-73 (1980); small-scale fire -re- sistance comparison tests of fire blocking; and UBC Stand- ards 7-1 (ASTM E 119) and 8-1 (ASTM E 84). 4.0 FINDINGS That the Cocoon thermal and sound insulation products described in this report comply with the 1997 Uniform Building Coder°", the 2000 International Building Code;, and the 2000International Residential Code', subject to the following conditions: 4.1 The insulation is applied as set forth in this report and the manufacturer's instructions. 4.2 The Insulation is permitted in fire -resistive wall as- semblies described in Section 2.7 of this report. 4.3 The insulation is permitted to be used in noncom- bustible construction without affecting the non- combustible recognition. 4.4 The installer provides to the building official a signed and dated statement describing the insula- tion installed, and including thickness; coverage area; R-value; and numberof bags used, or pounds installed. 4.5 Cocoon Thermal and Sound Insulation products are manufactured by U.S.GreenFiber, L.L.C., at their manufacturing plants located in Phoenix, Ari- zona; Sacramento, California; Tampa, Florida; Li- thia Springs, Georgia; Norfolk, Nebraska; Char- lotte, North Carolina; Delphos, Ohio; Portland, Oregon; Waco, Texas; and Elkwood, Virginia. This report is subject to re-examination in one year. TABLE 1—THERMAL PROPERTIES OF COCOON INSULATION INSULATION TYPE NOMINAL DENSITY (pcf) Cocoon Spray -applied : - Walls 2.60 - Ceilings 1.60 Cocoon Loose-fi112: Walls 2.60 - Ceilings 1.60 For SI: 1 pcf = 16.018 kg/m3, 1 Btu-in./hr.-sq.ft.-°F = 0.1442 W/m • k, 1 inch = 25.4 inm. tWater is field -mixed with the dry insulation fibers at the nozzle of the spray equipment. 2Densities noted in the table are the settled densities. THERMAL CONDUCTIVITY k-VALUE R-VALUE (Btu-Indhr.•sq.ft.•°F) (per Inch of thickness) DOUBLE WOOD -STUD TWO-HOUR FIRE RATING COCOON SPRAY -APPLIED CELLULOSE INSULATION 5/8'TYPE X GYPSUM BOARD STUDS AT 16' O.C. Ia14111 * 0.270 0.270 0.270 0.270 5/8" TYPE X GYPSUM BOARD 3.7 3.7 3.7 3.7 Page 4 of 4 ER-2833 STEEL -STUD PARTITION ONE -HOUR FIRE RATING COCOON SPRAY -APPLIED , CELLULOSE INSULATION 2 12' OR 3 18' STEEL 6T-, STUDS AT 24" O.C. kid ILI rlill Alp 5/e" TYPE X GYPSUM BOARD 21/2" OR 35/e" STEEL STUD TRACK FIGURE 2 11"K CC CUUb b:ngHM HP LHSERJET 3200 p.l :-: DII KSEN &-AsS0dATE2; Rkk Dlrk,oa - Arehitwt Cd Lich C1099f „9461'Nutha Dr, Corona, CA 92893 '910277-059S Fax-40277.0595 �r�. 5"z g4� �t•4� a T � 1l� �4 6Z�l 4,- 4 zz 5-3 A%11 b b �4 tD L! ,6t-01d.. a &6LOW twv_ o e . 4 GAwfidVg Pz 9J �s N dw-AbE . usr, "%"-w PaS4-r,cp Tiv H # pace mi s W0AILS fLAi.4 S, GA", ?:;OM WArTMEF- APvW/µ 6 lri" *v bymd and Pomsd nwtnl 1l @Mv (2Cr.j 24gs,) flow to tl�t wooden "nQ, 6MUred with po nd k*de to Ow cmcnft,. Ap" '61" io mil cat of Th44Cb Vulkirn Zd 1. Apply the gkpsrM Imoric Apply one 30 rnll out Of Twtoo Vullm m 201 Apply ons- 30rNI 4opt Or Tr@n Vulmm Ml P" Oftom boand • I N S P E JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 I N S PE C T I O EPDXY INSPECTION REPORT Date: _ _C) Project Name: t71, Project No: st @f l,e w Project Address: City: X IBC ❑ Title 24 Other: Client: Sub -Contractor: W �!D n General Contractor: Architect: Structural Engineer: Epoxy Type: Epoxy Shelf Life: Hole Cleaning Method(s)fcA.l ❑ Anchor Bolts ERRebar �0, C: a ; C]0 t C b �....1 w . or r �4C�- r tx c � Qr ��.� Ilk Wea her: 1110 a ,� Unresolved item_ None ❑See Below Description of Work inspected. n 4 C t�� ❑; LA s JL � 1 10r F. 1' Work complies with written approval from Structural Engineer and ICBO Evaluation Report # c-- 1^ I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion Inspecto : Jack C. Millin C `fication No:0842216-49 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page __� of A— a 2.4 M-1 KOO ve-tz-T md DBUISEN &ASSO OATES kick Dirluse - Ambitect CA Lkif C10334 9461*74ughes Dr. Corona, CA 92883 I-277.0595 Fax ).277-0595 ��� lay llt�_ AWL 15 - Wl W4q*Y, .-TILL I q_w P Wr 4J OA& P1 I'IHK 1-/ LUUb 1if: 14Yf9 HY LHSEKJEI- 3ZUU ' M ' AD D �-= 64 D L? M .& p.3 DEMEN '&ASSOC TATES Rlak Mao • AF%hitw . C+�lAdl C10�JI PAN Huon or. Ccrom CA 9=3 90-277-0595 Fox 9W277.OS9S I'irlm 1 / Guuo 1C: 1 Or it rlr' L.rl;3CRJC 1 OCUU IZF 0.14.ILI etTut 4,6 fz lescom" COE 9.4 ' • L> - �� � � 1 Tom: s.�� Z •s a• � � . D L? ! el P. RM D"m • ArchltM d • n� r�.revrur. C=r^ CA 9IN3 90-277-0395 Ful M-277•0593 I-InK 1 r Cuut) 1C: 1-srn MY LMbLKJL 1 JeUU P• 1 3 0*4-w LOW TV S fz"Plff" �t DUMEN &ASSOCIATES RMl3ft o•AmhuK LA- 6ZVIWTa CA. 92zVY nor. a, omva% CA "ll s �U D j) Fix x9�1-777-�n- ss osgs •,N 1 .r JCM Inspections EM� AM 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date: Project Name, �i Project No: \o 4 1 �'0 O Project Address: j X . IBC Ctf e (0Uy— Title 24 Client: Sub -Contractor:: f A'4�k n �(� - Cony Other: General Contracto Architect, Structural Engineer : Co r c c. c. l� L 4' r7 S LQ► * Z Weather: ❑ Anchor Bolts .}.. E Rebar Epoxy Type ar1� C] C+ �� 1 i.' �, Unresolved ftems: Epoxy Shelf Life: ��4 �,� ra { uA None Hole Cleaning iNethodW A- Vk t �r See Below Description of Work Inspected: r �� { O C7 ( — cr •�= c - r ► �° -A IVAIN-j- '�A 177 I C r1 r 7L 't O' !+ r C f V_� C' i C 4� J . r CC• d • rr � 1 t. r r ' a . rn �Q D '�i'ti O C� .• � � �° �1 Work complies with written approval from Structural Engineer and ICBO Evaluation Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: ack C. Millin ICC i tion No:0842216-49 Contractor's Representative: s ,� Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of DiRKSEN &ASSOCTES M* Dlrkm - Arehitw 946flt n Dr, Corona, CA 92883 10277-059S Frx !�q-27?•0195 a 1 W JoAtw- I:o F r'vs rt�sto�� FZ quo Ge.Affl fir. ca Ve AL, 4 jzl// v7,79 e1- , 4 2z, S3 ru a . ,� ��� �! I r-���_�' � � • P�`�-tea ' o ►w;4--LL N\ m z-aF Z-,✓s 6zESlO�=NG� �Z °l¢o GL.4�2�7- CoVtF DERKSEN &ASSOCIATES RJck Dirksen - Architect CA Llc# C10334 946mughes Dr, Corona, CA 92883 90277-0595 Fax .'Is7-277-0595 cat BIAc(,r- A-F-OQ L= ---�i #jC� °m a I I Dy � k I � 5 e as 7PL D5-:T�� L �Z� p - 5 Nrs Vz 1.e1a s 0 %P - I LO F TLIS e--Z-AA�ar cove tPO &As-SOtIATES �ttkDlrkmva-Arcbltsct 92213 W277-0593 ft%.1;0277-0595 ?t page- 1 Lr- WA-LL5 AT vo -TT49 1-1. &.0-7 u a NOV 02 2005 2:58PM HP LRSERJET 3200 i1N L:d 4� u 71 t�p5 44411. Piz nIMxsIEN &ASSOCIATT S Ride Dlrk+eo • Architect CA LloO C10334 944I Hughes Dr, Coronti CA 92893 10277.0595 Fu dls?6i77.4595 v 60 H el LA-l401F 46 \2 p�iL r DOZE 13rS3SU, dH WUOT=DT SOOZ OE hDW `ti RE -� �� Lai=Tm-t S fZjE5tDF-" ctE e-LA a-v--- r covr L ► Ta cA. 4•z-7- Ss N� L ) i-4-1 D'HWEN &ASSOC IATES Wck aftbrn • Ars�fltc C:l LtaYC14a3� 9�6,1 Human Q;. Carom, CA "413 9X•277.0595 FIX 991.177-0595 PINK 1./ CUUij li::luflm NY LNSLKJLI JeUU �� it =r•�-r � } r•rr�,.. °DiEWEN'&ASSQC [APES 94Q won Dr. W277-W93 Fu gpl- -0595 - ',7 - ! t o II 1 rlHK it eUUU le: 1 /rM Mr LMbLKJt I Jeuu . ' 941:1 , 'Cu g � Los tor-W 4fTc D R SEN &.ASSqC7ATE3 Rkk WOM - ArvbiW t dztj E W TAN ' e.�►. Qz z f J c�u� c1aa� 94dA � cams, CA M13 �•snasss LOA- :.;"f.. + - �}-r-•i:!�• '_�;=�:Ywr .; �^yam. ••;-` � '- _ i MMK It CUUb 1 C: IDeM Hr LHLiLKJL 1 JeUU Lk GZU t w T.4k C.A, q-Z 7 Srg , �D D E- &4 D i) hvl DUMEN'&ASSOC"TES tikic�trw... 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