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9904-131 (BLCK)LIC ONTRACTO ENSED C R DECLARATION I hereby affirm under'penalty of perjury that I am licensed under provisions of -Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date �"tt'13�iUi t�I .IQ e Signature of Contractor OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason t Date Signature of Owner f WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( have and will maintain workers' compensation insurance, as required by .Section 3700 of the Labor Code, forthe performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrierip s� �f{qT Policy No. 1 4 36 pp A. (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued,. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those.provisions., Date: : rl�- i r,�'t Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in�'_- addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at Whose request and for whose benefit work is performed under or pursuant to any -permit issued as a result of this applicaton agrees to, & shall, indemnify & hold. harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is riot commenced within 180 days from date of issuance of such permit; or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon S1ie above-mentioned property f inspection'+p�urposes: . ( f /Signature (Owner/Agent)""t f ,* A ,t E f� ' pa et PERMIT // BUILDING PERMITa DATE 4/131" VALUATION $4LOT TRACT JOB SITE ADDRESS 78-25013IRK ALF, C APN 1 - .OWNER CONTRACTOR / DESIGNER / ENGINEER 9� ',r)R1 itTcrr.,: N1,ARGAK4 RYCt')NI .>i:Uc 17G.". 7842-V BIRMNLE Cr 73iit17 IVIASSON ST. d`,,.t1 t;)UIN risk t:°.A PALM DES12,10' CA 92260 (7(0)-W-3416 e;BIX 4554 USE OF PERMIT a GENERAL BUILDING 80 L.IN FT OF 2 F RET Lt3i1:I.t: & 130 LIN FT OF 6 P74 C.rA1xi7EN WA[", Ifo LIN FI' 4 PL.f1.N VER A14D 64) LWI V'T` 2 F1' .}1(,!►rYt'i R 4 rl '. Will 13,11,00 LF 4 FT. WALL 30.00 .LF 03TILMIA ED )ST OF M KINVIC ION' PERMIT TEF, SUMN'AAR CON. T.42UC11C;N FEC 101�(IRW418-000 1 e Qd � 3 31, C:K; NS"1'10,Tt:"110W t>�tNTY 'KAN C-1-ItiCK e LFSS) PRE 1),tUD RES lt?,(tt3 1999 pPP 1 RECEIPT' DATE BY DATE F INSPECTOR y 6 I t INSPECTION RECORD ' OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air ' Steel Combustion Air Roof Deck Exhaust Fans OX to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam . y Q Approval to Cover Equipment Location Underground Electric Underground.Plbg. Test Final 1149- Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: TITLE 24 REPORT Title 24 Report for: Dekat Residence 78-255 Birkdale Court La Quinta, CA Project Designer: Report Prepared By: Joan D. Hacker Insu-form, Inc. 41-921 Beacon Hill, Suite A Palm Desert, CA 92211 (760) 779-0657, Job Number: i Date: 10/5/2006 OCT 1 o zoos BY D The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use 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: User Number: 2655 I TABLE OF. CONTENTS I Cover Page Table of Contents Form CF -1 R Certificate of Compliance, Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Room Load Summary 1 2 3 8 10 11 EnergyPro 4.1 by EnergySoft Job Number: User Number: 2655 Certificate Of Compliance: Residential E] Addition (Part 1 of 4) CF -1 R Dgkat RPSidenc e Project Title Rirkdala rnl ft2 ,[]Multi Family 10/5/2006 Date 78-299Irt Project Address IaQtjinta ftz Building Front Orientation: Building Permit # Incl i-fnrm Ing 0 ft (760) 779-0657 Documentation Author Slab on Grade Area: 5,565 Telephone Plan Check/Date FncrgyPrp Average Ceiling Height: 15 Field Check/Date Complies ce Method 1,146 ft 2 Avg. U: 0.87 Climate Zone 1.00 TDV Energy Use Standard Proposed Compliance SHGC: 0.70 (kBtu/sf-yr) Design Design Margin Space Heating 2.93 3.55 -0.62 Floor Area Volume S 58-S 59; RS Space Cooling 148.77 137.21 11.57 Fans 21.14 19.53- 1.61 Domestic Hot Water 7.11 7.11 0.00 Pumps 0.00 0.00 0.00 Totals 179.95 167.39 12.55 Percent better than 7.0% Building Type: nX Single Family E] Addition Total Conditioned Floor Area: 5,565 ft2 ,[]Multi Family [X-1 Existing + Add/Alt Existing Floor Area: 5,565 ftz Building Front Orientation: (N) 0 deg Raised Floor Area: 0 ft Fuel Type: Natural Gas Slab on Grade Area: 5,565 ftz Fenestration: Average Ceiling Height: 10.0 ft Area: 1,146 ft 2 Avg. U: 0.87 Number of Dwelling Units: 1.00 Ratio: 20.6% Avg. SHGC: 0.70 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name I Mng 7nne Floor Area Volume S 58-S 59; RS Units Zone Type Type 1 on rooditioned SPthack Hgt. Area n/a OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall Wnnd 814 n 109 R_1I R -n n n An nnnr None 48 1 450 None R-0 0 n sn Wall Wood 549 0109 R_1.1 R-0.0 An gn Wall Wood gon nII2 R_18 R-0 0 An gn Wall Wood 970 X99 R_18 R_0 0 180 Ap nnnr None 94 0 500 _plop!` R-0 0 180 90 Wall Wnnd Sqq a in? R_1I R-0 0 97n An Rnnf Wnnd 9 565 0 049 R-1 q R-0 0 _jL n Gains Condition Y / N Status JA IV Reference Location / Comments EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Page:3 of 11 1 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Dekat Residence 10/5/2006 Project Title Date FENESTRATION SURFACES Condition Status Location/ Comments PERIMETER LOSSES Insulation Condition Location/ True Cond. Location/ # Type Slab Perimeter Area U-Factorl SHIS Azm. Tilt Stat. Glazing Type Comments 1 Window Front (N so nn _ n 87o NFRC 0_70 NFRC 0_ 40_ Fxictina nnuhle Mtl Uncoated r)efault Fx6sbng I ivinq 2 Window Front (N) 88.0 0.870 NFRC 0_70 NFRC 0 90 Existing Double Mtl Uncoated Default Existing Living 3 Window Front (N) 30.0 0.870 NFRC 0_70 NFRC 0 90 Existing Double Mtl Uncoated Default Existing Living 4 Window Front (N) 40.0 0.870 NFRC 0_70 NFRC 0 90 Existing Double Mtl Uncoated Default Existing Living 5 Window Left (E) 85.0 0.870 NFRC 0_70 NFRC 90 90 Removed Double Mtl Uncoated Default Existing Living 6 Window Left (E) X60_ 0_870 NFRC 0_70 NFRC 90 90 New Double Mtl Uncoated Default Existing Liv'ag Z Window Left (E) 24.0 0-87 NFRQ -= NFRC 90 90 Existing Double Mtl Uncoated Default Existing Living 8 Window Left (E) 8.0 0.870 NFRC 0_70 NFRC 90 90 Existing Double Mtl Uncoated Default Existing Living 5 Window Left (F) 3.0 _ 0.870 NFRC 0_70 NFRC 90 90 Existing Double Mtl Uncoated Default Existing Living 1Q Window Rear (S) 24.0 0_870 NFRC 0_70 NFRC 180�9 Existing Double Mtl Uncoated Default Existing Living Al Window Rear (S) 80.00870 NFRC 0_70 NFRC 180 90 Existina Double Mtl Uncoated Default ExistingLiving 12 Window Rear (S) 170.0 0.870 NFRC 0_70 NFRC 180 90 Existinq Double Mtl Uncoated Default Existing Living la Window Rear (S) 12.00870 NFRC 0_70 NFRQ 180 qQ Fxicttina�Double Mtl Uncoated Default ExistingL iAng 14 Window Rear (S) 180.0 0.870 NFRC 0_70 NFRC 180 .90 Existing Double Mtl Uncoated Default Existing Living 15 Window Rear (S) 96.0 0.870 NFRC 0_70 NFRC 180 90 Existing Double Mtl Uncoated Default Existing Living 16 Window Rear (S) 48.0 0.870 NFRC 0_70 NFRC 180 90 Existing -Double Mtl Uncoated Default Existing Living 17 Window Rear (S) 32.0 0.870 NFRC 0_70 NFRC: 180 90 Existing Double Mtl Uncoated Default Existing Living 18 Window Rear (S) 64.0 0.870 NFRC 0_70 NFRC 180 90 New Double Mtl Uncoated Default Existing Living 12 Window Right_ 80.0 0.870 NFRC QJ -Q NFRC 270 90 Existing Double Mtl Uncoated Default Existing Living 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. 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 5.0 6.0 2.0 0.1 2.0 2.0 2 Buq Screen 0.76 8.0 5.5 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 5.0 6.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 2.0 2.0 2.0 0. _ 9.0 9.0 5 Buq Screen 0.76 10.5 8.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 2.0 8.0 2.0 _0- 9.0 9.0 7 Bug Screen 0.76 8.0 3.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 4.0 6.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 8.0 10.0 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 10.0 17.0 2.0 0.1 2.0 2.0 13 Bug Screen 0.76 4.0 3.0 2.0 0.1 2.0 2.0 14 Bug Screen 0.76 10.0 18.0 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 8.0 12.0 2.0 0.1 2.0 2.0 16 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 17 Bug Screen 0.76 8.0 4.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 8.0 8.0 2.0 0.1 2.0 2.0 19 Bug Screen 0.76 8.0 5.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Type (so (in.) Cap. Cond. R -Val. JA IV Reference Condition Status Location/ Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 90 None No Insulation 26-A1 Existing Existing Living Run Initiation Time: 10/05/06 15.02.18 Run Code: 1160085738 EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Page:4 of 11 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Dekat Residence Left Fin Right Fin # 10/5/2006 Project Title Hgt. Date Len. Hgt. LExt. FENESTRATION SURFACES 20 Bug Screen 0.76 2.0 True Cond. Location/ # Type Area U -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Comments 2212 Winrinw Right /Wl 6n _n 870 NFRC o_n NFRC 97n _9l]_ FYistinn nnuhla Mtl llnroatPd nefatdt Existing I ivin9 21 Window Riqht (W) '24.0 0.870 NFRC 0_70 NFRC 270 90 New Double Mtl Uncoated Default Existing Living 22 Window Right (W) 4.0 0.870 NFRC 0_70 NFRC 270 90 Existing Double Mtl Uncoated Default Existing Living 23 Window Right (W) 6.0 0.870 NFRC 0_70 NFRC 270 90 Existing Double Mtl Uncoated Default Existing Living 24 Window Right NV) 1.0 0.870 NFRC 0_70 NFRC 270 90 Existing Double Mtl Uncoated Default Existing Living 25 Window Right ON) 80.0 0.870 NFRC 0_70 NFRC 270 90 Existing Double Mtl Uncoated Default Existing Living 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 20 Bug Screen 0.76 2.0 3.0 2.0 0.1 2.0 2.0 21 Bug Screen 0.76 8.0 3.0 2.0 0.1 2.0 2.0 22 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 23 Bug Screen 0.76 2.0 3.0 2.0 0.1 2.0 9.0 24 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 2.0 25 Bug Screen 0.76 8.0 10.0 2.0 0.1 2.0 90 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Twe (sf) (in.) Cap. Cond. R -Val. PERIMETER LOSSES Insulation Type Length R -Val. Location JA IV Reference JA IV Reference Condition Location/ Status Comments Condition Location/ Status Comments Run Initiation Time: 10/06/06 15:02:18 Run Code: 1160085738 EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Page:5 of 11 Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R Dekat Residence 10/5/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type Living Zone Central Furnace 80% AFUE Split Air Conditioner 10.0 SEER Existing Setback HVAC DISTRIBUTION Duct Duct Condition . Ducts Location Heating Cooling Location R -Value Status Tested? Livinq Zone Ducted Ducted Attic 2.1 Existing No Hydronic Piping pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl 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. Standard Gas 50 gal or Less Small Gas No Pipe Insulation 2 40,000 50 Existing 0.53 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Twe 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. 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) Name: Title/Firm: Address: Telephone: Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Joan D. Hacker Title/Firm: I nsu-form. Inc. Address: 41-921 Beacon Hill, Suite A Palm Desert, CA 92211 Telephone: (760) 779-0657 6W in U (sign ure) (date) (signature/stamp) (date) I EnergyPro 4.1 by EnerpySoft User Number: 2655 Job Number: Pane 6 of 11 1 Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Dekat Residence 10/5/2006 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 justification and documentation submitted. Plan Field The HVAC System "Existing HVAC" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. 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 installation certificate. Plan Field EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Paae:7 of 11 1 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 (7 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 applicable. N/A DESIGNER ENFORCE - MENT Building Envelope Measures ❑ ❑X ❑ .§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑x ❑ § 150(b): Loose fill insulation manufacturers labeled R -Value: ❑ ❑ ❑ § 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. ❑ ❑X ❑ 1. Masonry and factory -built fireplaces have: ❑ ❑X ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(0: Air retarding wrap installed to comply wit§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑X ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and El N El CF -6R Form: ❑ ❑X ❑ § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 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 ❑ Q ❑ Coefficient (SHGC), and infiltration certification. 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. ❑ ❑X ❑ § 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 ❑ § 1506): 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 ❑ ❑X ❑ 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. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source ❑ ❑X ❑ and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating 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 ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Page:8 of 11 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 (7 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 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 181 A, or UL 181 B 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 2. System is installed with: support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ reductions in the cross-sectional area of the ducts. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 2 ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ 2 ❑ duct tapes unless such tape is used in combination with mastic and draw bands. § 150(k)1: 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 ❑ © ❑ 4. Exhaust fan systems have back draft or automatic dampers. ❑ 2 ❑ luminaire has factory installed HID ballast. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ 2 ❑ dampers. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ 2 ❑ 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ 2 ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ X❑ ❑ retardant and provides shielding from solar radiation that can cause degradation of the material. § 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 poolstwater features or other Article ❑ © ❑ 7. Flexible ducts cannot have porous inner cores. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 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 ❑ ❑ ❑ 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. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 2 ❑ 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)1: 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)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ 2 ❑ 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. ❑ 2 ❑ 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 119(d) that does not turn 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 airtight (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 poolstwater 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: 2655 Job Number: Page:9 of 11 • JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Dekat Residence 10/5/2006 SYSTEM NAME FLOOR AREA Living Zone 5,565 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 3 Heating System Output per System 80,000 CFM I Sensible Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 3,870 98,728 7,671 1,809 95,975 0 ' 23,290 16,553 0 0 0 0 0 0 0 0 0 23,290 16,553 145,37708 7 671 1 129.0811 Existing HVAC 146,080 0 240,000 Total Adjusted System Output 146,080 0 240,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 m Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24.0 OF 66.1 OF 66.1 OF 123.1 OF ' Supply Air Ducts 111 Outside Air IN 0 cfm 119.10F Supply Fan Heating Coil 3900 cfm ROOMS 70.0 of 66.1 of Return Air Ducts I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.1 /78.3 OF 83.5/61.5 OF 83.5/61.20F 48.8/46.90F Supply Air Ducts Outside Air w 0 cfm Supply Fan Cooling Coil 54.4 / 49.4 of 3900 cfm ROOMS 32.6% R.H. 83.5/61.50F 78.0/59.5OF K Return Air Ducts 1� EnergyPro 4.1 by EnergySoft User Number: 2655 Job Number: Page:10 of 11 I lROOM LOAD SUMMARY PROJECT NAME DATE Dekat Residence 10/5/2006 SYSTEM NAME FLOOR AREA Living Zone 5,565 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 ExistingLiving1 Existing Living 3,870 98,728 7,671 3,870 98 728 7,671 1,809 95,975 PAGE TOTAL 1 3,870 98,728. 7,671 1,806 95,975 TOTAL 1 3,870 98,728 7,67111 1,809 95,975 EnergyPro By EnergySoft User Number: User Job Number: Page: 11 of 11 1CBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 UruAsubsidiary corporation o£the International Conference of Sui(ding EVALUATION REPORTReport Copyright m 1996 IC60 Evaluation Service, Inc. Officials No. 4211 e/ssued April 1, 1996 Filing Category: FASTENERS—Steel Gussett Plates (066) OOUGUS FIR-LAR01 EfriaEKCY RATIO nt PERMT COMPUTRUS TRUSS PLATES subject tothe following cam ply with the 1994 Urrilorm BulldingCodeJ11 iRC. conditions: 10370 HEMET STREET, SUITE 2D0 10 70 HEM T 1. The connectors are Installed as set t, in Ibis report. RIVERSIDE, CALIFORNIA 92503 2. Allowable loads are as set forth In Tali 1;1. I. Subject: Compu7rus Truss Plates. 3. The allowable loads maybe Increased r duration of load in ac- ac- lit II. Description: A. General: The CompuTrus Truss Plates are punched sheet steel meeting mechanical re- cordance with Section 2304.3.4. 4. Connectors are installed in pairs an op; faces of the mem. from Nos. 18 and 20 gage galvanized in U.B.C.Standard 22-1 forA446 Grade Aorhigh- bers connected and are not installed at I alionswhere knots oc- quirements established ersteel. The plates have 9.4 teeth per sgl�re inch of plate, each approxl- mately 113 inch in length and approximately 0.106 inch in width. The teeth cur. 5. Application of truss plates to wood m,1bers with a moister are punched in pairs, with each pair spaced 1/4 inch on center along the content exceeding 19 percent requires l%at only 80percent of the (,lit width of the plate, and 0.85 inch on center along the length. Alternating inch from adjacent rows.The load values In Table 1 be used. Plans to the building official for approval must Indicate a ma moisture content rows of teeth are staggered .10 plates are identical fo the "C" series, except that every third row of teeth increments of 1/2 inch in width, up to 12 for the wood at the ilme of plate lnstal l4ion. 6. Stresses the the is omitted. Plates are available in inches, and 0.85 inch in length, as required by the design. The plates are at net section at steel plalesaro not In excess of values permitted in Chapter 22 of the c03e. The maximum ten - applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. silo load is determined by multiplying T efficiency ratio times the gross area of the plate times the steal design stress. 8. Identiflcat(on: The CompuTrus series C plate is embossed with the and "C18' for the No. 18 gage plate. 7. Where one-hour fire resistive consttrlidian is required, see Evaluation Reports 1352 and 1532. letter "C" for the No. 20 gage plate The No. 20 gage CN series is identified by the letters 'CN' embossed on S. The allowable load values are recommded only when plans,* the plate, and "CN18" for the No. 18 gage plate. truss designs and calculations are submr�itted and accepted by _ III. Evidence Submitted: Desaiptiverrterature,detalls,calculationsand in with Section 2343 of the code. the building official as showing compf ace with the Uniform Building Cade and specifying that fabrication inspection will be load tests are submitted compliance provided in accordance with Section 2311.6 of the code. Endings 9- Trusses are individually designed in adordancs with recog- nized engineering principles. �o IV. Findings: That the CompuTrusTiuss Plates described in thisreport This report is subject to re-examination in years. 111 TABLE 1—ALLOWABLE LOAD iN POUNDS PER SQUARE INCH OF PLATE CONTACT AREAL Eraluatian reporu of iCBO Evaluation Service, Inc., are issued solely to provide information to Class d members of 1C80, utilising rhe cod-- upon which the report isbasedEvaluatonreportsarenottobeconstruedasrcprutntingaestheticsoranyotheraaributesnotspecificallyaddressednorasanea ementorreeammen- dation for use of the subject reporL 7 -his report it based upon independent tesn or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., trchntcal staff has reviewed the test results is bas d uponher in but docs not possess lest facgities to make an independent verification. There hr no warranty by ICBO Evaluariait Service. Inc., erp—s ^ th rmatterin-the reportoras toany product eareredbythe rcporr.nisdisclaimcrincludes, but isnot fugedto, merehanlabiluy. or implied,astoany"Finding oro e �` Page 1 of 1 SPflUCE—PUtF {lR =GMERx Tf-OW PIKE OOUGUS FIR-LAR01 EfriaEKCY RATIO nt PERMT of laal— Aa/rd V OlncYoo rt teat wn RMect is Otnaloo of Lug WU Rr4m to Olrrolon of lug vtM Armed to Ourcen of lost •ILS Aa4ra i i's OurNon Ma Ltagm tst Lm101 I)r LtAgm Me Pule the lrngta las Ptah ler tel UW of the ?bu Xf 04 of al eI r 0° to 15° ia° 10 90° 0° u tt° ♦3° to gr O° m l5° tt° to 90° O° to ts° 48° to 90° I SIC° TYPE OF PLATE 165 146 204 161 tar ' 161 42 C 165 146 97 110 97 136 107 136 107 42 CV 110 following speCific gsavttscs: Spn'Q Vi=fir 0.42 hem -fit 0.43-0.46. Douglas fir -larch 0.49-0.50 and southern pint 05+. I Loads are based on the 21,oads are calculated on the basis gross plate area. I Eraluatian reporu of iCBO Evaluation Service, Inc., are issued solely to provide information to Class d members of 1C80, utilising rhe cod-- upon which the report isbasedEvaluatonreportsarenottobeconstruedasrcprutntingaestheticsoranyotheraaributesnotspecificallyaddressednorasanea ementorreeammen- dation for use of the subject reporL 7 -his report it based upon independent tesn or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., trchntcal staff has reviewed the test results is bas d uponher in but docs not possess lest facgities to make an independent verification. There hr no warranty by ICBO Evaluariait Service. Inc., erp—s ^ th rmatterin-the reportoras toany product eareredbythe rcporr.nisdisclaimcrincludes, but isnot fugedto, merehanlabiluy. or implied,astoany"Finding oro e �` Page 1 of 1 OF LA OVINTA JON TA N DY JAN _ 37630 Medjool Ave. 5 RECD Palm Desert, CA 92211 Office (760) 772-7192 INSPECTIONSAFE-rNFax (760) 772-7193 Pager (760) 776-3338 REGISTERED INSPECTOR'S WEEKLY REPORT TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATION 8 -d O `'`V J.n I O Cr .i V P `"t' �.+ �..�q Qu,, -m- REPORT SEQUENCE NO. TYPE OF STRUCTUREPERMIT Dv�-1 (A Res t�� NO. D TE r- DAY OF WEEK MATERIAL DESCRIPTION r ARCHITECT I PE TOR HRS. CHARGED lHRS.CHARGED _ ENGINEER ASSISTANTS INSPECTION DATE GENERAL CONTRACTOR e ��` SUB CONTRACTOR 1-0/)-( D gsou, ALS l oC eL4 bbl 14y'`. � .S - c,"'ts Y I 0),(S' I l vUvo S .- ezovi . ON COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY 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. Ww SIGNATURE OF REGISTE D INSPECTOR j- 4- j9 .jam 6 ag-7s DATE OF REPORT REGISTER NUMBER rr I - `JCM Inspections"' - 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date: Project Name: j Project No: 'Pro ect Address: City- Client: Sub -Contractor: y General Contractor: Architect: }�Structural Engineer: GIC J sI` , ® Anchor Bolts 0 Rebar Epoxy Type: Q'\ m t',.S �<��r r+ c T n ` \n <� Epoxy Shelf Life: �\y� �� �- �!',o`�J Hole Cleaning Method(s): 4\,�` , \c c .,W /r. A �.. r . c� �l A`< : r C �(' Lt S� -/ ��h r o l� r f [Q`IBC ❑ Title 24 Other: Unresolved Items: I'TI None ❑ See Below Description of Work Inspected: "A-1 n ► ` 1 \ 1 �• (Zj I T b t �, 3 rt Tnf "U m,� . c I k (N 'i— 'C P r\ 1 , • i�,,�,./-t A, . A N : eVi +e n r n C ACS c� �-_ 1 h : N_ , n_ VQ .. a(�r._ n • .\" , , ` 1 c� r n nS � 1 /�. �ta .` �^^ 0:,1(! 1 �•%QX k I �'. T rl�_� — rn n n 'C'n! i�i 1 ��'%�� I'� S(\ _ 'A_', Q wzn. 31u -n 11 4..� �1' -! Work complies with written approval from Structural Engineer and ICC 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. Millin ICC Certificahidn' No: 0842216-49 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 1 of 1 t I 1� .E JCM Inspections IM 39725 Garand Lane Suite F Palm Desert, CA 92211 T"n INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECT IONS EPDXY INSPECTION REPORT Date: I I _90 _do Project Name: (� Project No: Old itrl�r�cQ._ �vnc�A1Ca�\\O� Project AddrpEss:,0City: Client: Sub -Contractor: Q�A .tea r General Contractor: Architect: Structural Engineer: s n' Co.� ` `Qs 61 tag ❑ Anchor Bolts © Rebar � , Epoxy Type: cy'\0 Sn n S�C o n 1 + P A �. 1� c�r�_ . — Epoxy Shelf Life: Hole Cleaning Method(s) ��v1r1 C.�eon / ,�c45So}✓R1C �cU_ _,.9Q, we.c C t EIBC � Title 24 Other: Unresolved Items: None Er See Below Description of Work Inspected: ER rlo , —Pcen csT E esl n A 52.1 LA CAO r, eaVA n, ckra„r S, Q. C . � � � '� � a ext +� � (N.,.� Q (� ex c'�� Otf A -,AA) 1r� Rra • lQ `` Qr+���/r�►l •\ n COTIC f Q. le,•iCL,4, V CqD Work complies with written approval from Structural Engineer and ICC 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. � Millin ICC Certifc o o: 0842216-49 Inspector: Jack G, M`N Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _L of r 10'-0" MIN, BOND BEAM MORTAR z GAP — CLEARANCE N EFFECTIVE I IV — FLA5HIN6 FLUE AREA BOND BEAM CLEARANCE �x a THH10KI NE55 I VENEER TIE OI R CLEARANCE SMOKE CHAMBER /� R CLEARANCE MIN VERTICAL 4 REINFORCING THROAT V15TANCE F DAMPER FIREBOX INSIDE L LINTEL jjj 23 HEARTH I OUTSIDE HEARTH Q DETAIL WITH THICKNESS WOOD MANTEL 20" I A G 11 �y z _ - ,h4 a qr s �`A- eF,'o w w cc p- Ill - ITEM � UBC ITEM UBC ITEM UBC Hearth Slab Thickness A 4" Bond Beams L Two 1/4" bars of top Clearances - Above Roof R 2' at 10' Hearth Slab Width B 12" bond beam. 4" high, two Anchorage S I/4" bars of bot. beam Hearth Slab Height 0 IS" Strap 5 3/16" x I" Fireplace Lintel M Incombustible Thickness Of Wall Of F Reinforcing to Carry Hanger S 2 Firebrick it's own Weight and All Walls with Flue Lining Brick with Grout around Lining. 4" min. from flue Embedment into Chimney S IV' hooked around Distance From Top Of Lining to outer bars w/ 6" Opening To Throat G 6 WFasten to 4 Joists Walls with Unlined Flue N allSolidMasonry Smoke Chamber Side Of H Rear Wall -6" Front B©Its (2) I/2" Diameter Shelf Rear Wall - Thickness 8 Side Wall - 5" Distance Between Adjacent 0 4" including flue liner Front 8 5idewall - Thickness Effective Flue Area (Based F Round lining- 1/12 or 50 Footing - Thickness 12" thick min, 6" eo Chimney Vertical Reinforcing J Four(4) #4 Full Length on Area of Fireplace 5q, in. Min. Rectangular and Width side of fireplace Bars for Chimney up to Opening lining- 1/10 or 64 Sci in. wall 40" wide. Add two #4 min. Unline or line with Bars for ea Additional Clearances -Wood Frame R I" when outside of wall 40" to or Gypsum board. 2" Horizontal Reinforcing K 1/4" ties of la" and when two(2) ties of each Clearances - Combustible R 6" min to Fireplace Bend in Vertical Steel Material opening. 12" from Opening Men Material Fro lectinci 130 MASONRY FIREPLACE „.,