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11-1129 (AR)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 6KMW-rV /L 11-00001129 54290 EISENHOWER DR 774-253-002-22 -000000- ADDITION - RESIDENTIAL COVE RESIDENTIAL 13443 Architect or Engineer: �[p 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------------------------------------- LI NSED CONTRACTOR'S DECLARATION I hereby affirm under penalty f perjury that I am licensed un visions o r 9 (commencing with Section 70001 of Division of the Business and Professionals Code, and my License is ull force and effect. �Li /Fse�clla/ss: B License No.: 727199 te: �t 1 ' & Contractor: 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjur that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Busin s and Pr essions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or air structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars MOO).: (_ 1 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPER-sIIT Owner: CORONEL ESEQUIEL M *NOT ON FILE UNKNOWN, CA 99999 Contractor: CORONEL ENTERPRISES 42760 MADIO STREET INDIO, CA 92201 (760)775-1234 Lic. No.: 727199 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 11� 1 8 / 11 W U f 201' i 1d 1 U f NTA 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued., My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1948821-2011 I certify that, in the perfo - ce o work for which this permit is issued, 1 shall not employ any person in any ma r so as to beco a subject to the workers' c ws of California, and agree that, i 1 should become subject to the workers' compensation provis0toQSection 3700 of th Labor shall forthwith comply with those provisions. Dat `-(- Applicant: WARNING: FAILURE TO SECURE W RKE PENSATION COVERAGE IS UN SHALL SUBJECT AN EMPLOYER TO CRIMI AL P ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND ' DOLLARS ($100,000). IN ADDITION HE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. - APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance per 't, or cessation of work 7 80 days will subject permit to cancellation. I certify that I have read this application and st to that the above information is correct. I agree to com with all city and county ordinances and state laws relat to building construction, and hereby authorize representa es /of this county to enter upon the above-mentioned p ty for inspection purposes. 0e afe 2-1—ZV1(V Signature (Applicant or Agent): n��� ,Q, LQPERAITT Application Number . . . . . 11-00001129 \ Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 153.00 Plan Check Fee 99.45 Issue Date . . Valuation . . . . 13443 Expiration Date . . 5/16/12 Qty Unit Charge Per Extension BASE FEE 45.00 12.00 ---------------------------------------------------------------------------- 9.0000 THOU ,BLDG 2,001-25,000 108.00 Permit . . . ELECT - ADD/ALT/REM Additional.desc . Permit Fee . . . 23.23 Plan Check Fee 5.81 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/16/12 Qty Unit Charge .Per Extension BASE FEE 15.00 235.00 --------------------------- ..0350 ELEC NEW RES ------------------------------------------------- - 1 OR 2 FAMILY 8.23 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 33.00 Plan Check Fee 8:25 Issue Date . . . . Valuation 0 Expiration Date 5/16/12 Qty Unit Charge' Per Extension BASE FEE 15.00 4.00 ----------------------------------------------------------------- 4.5000 EA MECH VENT INST/ DUCT ALT 18.00 ----------- Permit PLUMBING Additional desc . Permit Fee 45.00 Plan Check Fee 11.25 Issue Date Valuation . . . . 0 Expiration Date 5/16/12 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 6.0000 EA PLB FIXTURE 24.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB FIXTURE DRAIN/VENT REP/ALT 3.00 ---------------------------------------------------------------------------- Special Notes and Comments DEN ADDITION AND ADDITION TO MASTER Application Number . . . . . 11-00001129 ---------------------------------------------------------------------------- Special Notes and Comments BEDROOM / BATH. 2010 CODES ---------------------------------------------------------------------------- Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 ENERGY REVIEW FEE 9.95 STRONG MOTION (SMI) - RES 1.34 Fee summary ----------------- Charged ---------- Paid Credited ---------- ---------- ---- Due - ----- Permit Fee Total 254.23 .00 .00 254.23 Plan Check total 124.76 .00 .00 124.76 Other Fee Total 12.29 .00 .00 12.29 - Grand Total 391.28 .00 .00 391.28 LQPERINUT CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Q BERMUDA DUNES 0 RANCHO MIRAGE d Date 11/18/11 La Quinta, CA 92253 J INDIANWELLS No. 31150 (760) 77 A 1 �57 5 PALM DESERT�y LA QUINTA INDIO y� 0 Owner Coronel Enterprises APN # 774-253-002 Address 54-290 Eisenhower Dr. Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # No. of Units. 1 Type Residential Addition Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 54290 Eisenhower Dr 235 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 235 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Exempt - Ish Coronel Check No. Name on the check Telephone Funding Exempt By Dr. Sharon P. McGehee Superintendent Fee collected Sianature Payment Recd NOTICE: Pursuant to Government Code Section 66020(d)(1), this will ryo notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authori NOT VA zed to tolled them on the District('s) behalf, whichever is earlier. This Document LID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting Prescriptive Certificate of Com fiance: CF -1R ADD Residential Additions a e 1 of 5 Site Address: 54-290 Eisenhower Dr. Enforcement Agency: F Date: 10-10-2011 I H I J General Information Project Name New Den & Master Bedroom & Bath Addition Climate Zone # 115 # of Stories Il. Building Type Single Family El Multi Family Circle the Front Orientation: N, E, S, W or Degrees W Floor Area of Addition (CFA): 235 FConditioned New Addition Size: .... Less than or equal to 100 ft Do not use this orm or additions fix: Less than or equal to 1000 ft greater than 1000 A NOTE. For Alterations to an existing home, submit a completed CF -IR -ALT Form. Exception: Existing HVAC systems that are replaced or altered to serve the addition may be included on the CF -IR -ADD Form. PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS Framed Cavity R-value6 For standard wood and assemblies meeting the Cavity R -value only. • For 100f? additions; the Proposed values must be equal or greater than the Standard column or when indicated when using Package A "Pkg D ". Enter values in the shaded Proposed Columns. • For less than 1, 000ft2 additions must comply with "Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum —energy compliance re uirements, see RCMAppendix B, Table 151-C or 152 b in the RCM. Enter values in the shaded Proposed Columns. Size of Addition 100 ft2 or less 1 Less than 1,000 W Component Standard .. Pro' u"s"ed Comment StandardPro osed Comment Ceiling Insulation R-19 111111MIJIM Minimum Pkg D R38J= Table 151-C Wall Insulation R-13 Minimum R-13%113 0 Minimum Floor Insulation R-13 Minimum Pkg D n .; Table 151-C Fenestration U- AT q S 9 Coq JP h factor SHGC factor,":'SNGC x< o'"s k;_� 0.40 Pkg D �� Enter Values From "Fenestration 50 ft2 fl2 Proposed — Areas" Page 2 of 5 U- factor SHGC , U factor ` SHGC Enter Values From "Fenestration Pro osed Areas" P Page 2 of 5 0.40 Pkg D r 04.0 ®qe4� : Maximum Glazing Area Addition Alone t 3'6 RZ x Enter Values From "Addition Allowed Fenestration Areas" Page3 of 5 I For West-Facing® Orientation 2,3 2 (ff Radiant Barrier N/A 11 Pkg D Table 151-C Roofing N/A See Roofmg Products Below 11 Pkg D See Roofing Products Below OPAQUE SURFACE DETAILS For the furred portioned of Mass Walls see Furring Strips Construction Table below. m_1 A B C D E F G I H I J Proposed see Note Standard Values From JA4 Table Tag/ IDI Framing Assembly Name Material or Type2 and Size Thickness, Spacing, or Other3 U- factor4 JA4 Table Numbers Framed Cavity R-value6 Continuous Insulation R -Value JA4 Assembly Cell Values Proposed Assembly U -facto? 1 WALLS 2x4 WOOD @ 16" O.C. 0.102 4.3.1 13 0 0.056 0.056 2 ROOF 2x12 WOOD @ 24" O.C. 0.025 4.2.2 38 0 0.022 0.023 3 SLAB CONCRETE 4" THICK 0.730 4.4.7-A1 - - Note: Forfurred assemblies, Registration Number: 2008 Residential Compliance Forms R -value, 0 m_1 KNUM dM !' • M •la ,�, ice• It► ,►� .Q `�' , , �; • Registration Date/Time: HERS Provider: r use the Mass and March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 2 of 5 Site Address: 54-290 Eisenhower Dr. Enforcement Agency: 1 Date: 1 10-10-2011 M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation 1. For TagAD indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate in column G the Frame material and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter; 16 "or 24 "OC; or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel, and etc.... 4. Based on the Climate Zone; enter the equivalent U factor found in JA4 Table based on the R -Value from Table 151-C 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R -value that is being installed in the wall cavity or between the framing; otherwise, enter "0 ". 7. Enter the Continuous Insulation R -value for the proposed assembly; otherwise, enter "0 ". 8. Enter the row and column of the U factor value based on Column F Table Number and enter the Assembly U factor in Column J. 9. The Proposed Assembly U factor, Column J, must be equal to or less than the Standard U factor in Column E to comply. FURRING STRIPS CONSTRUCTION TABLE FOR MASS WALLS ONLY A I B I C I D I E F I G I A I I I J I K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5 4.3.6 4.3.7 Joint Appendix Table 4.3.13 d v A oa N I✓ d N ; Assembly ;, o $ .1 Final Assembly Mass i Name or JA4 Table ¢> x N c 'E d Thickness Type Number' c cce > W ce U -factor Comment 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the U factor value. 5. Enter the Effective R -value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L. 7. Insert the Final Assembly U- actor value back on to the Opaque Su ace Details table in Column J. FENESTRATION PROPOSED AREAS Orientation Fenestration Type and Frame (North, East, ProposedAreal Maximum Maximum NFRC or Window, Glass Door or Skylight) South, West(ft') U-factor2' 3 SHGCZ, s, ° Default Values' Window Single -Hung Vinyl East 8 0.39 0.37 NFRC Window Single -Hung Vinyl East 8 0.39 0.37 NFRC Glass French Door South 20 0.40 0.40 NFRC Total 36 1. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the fenestration area may be the glass area plus a "2 inch frame " around the glass. 2. Enter value from Component Package D Requirements in Table 151-C. 3. Actual fenestration products installed and as indicated in CF -6R -ENV Form shall be equivalent to or have a lower U factor and/or a lower SHGC value than that specified on the Fenestration Proposed Area table above. 4. Submit a completed WS -31? Form if a reduced SHGC is calculated with exterior shading. 5. 1 applicable at this stage enter "NFRC" or NFRC Certified windows or CEC "Default " valuesfound in Table 116-A or B. Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 3 of 5 Site Address: Enforcement Agency: Date: 54-290 Eisenhower Dr. 10-10-2011 ADDITION ALLOWED FENESTRATION AREAS Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the boxes are A B C D E Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria F Note: if no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check CFA of Addition Allowed % Allowed Area Area Z Removed Maximum Allowed Area Proposed Areas Thermal ft, of CFA (A x B) ft, C + D Reflectance3'4 (Table Above) Total Fenestration Area3 36 0.20 7.2 40 47.2 >_ 36 West Fenestration Area 0.05 — — El El (Required In CZ's 2, 4 & 7 El4 0 El 1. West Fenestration Area includes west -sloping skylights and any skylights with a pitch less than 1:12. 1. Glass removed to make way for the addition. 3. For additions less than 1,000 ftZ the standards allows glazing removed during the remodel to be added to the glazing area allowance. The maximum allowed glazing area for the addition is the CFA x 20% + glass removed to make way for the addition. 4. In climate zones 2, 4, 7-15, no more than 5% of the CFA is allowed for west facing glazing plus west facing glass area removed to make way for the addition. The maximum allowed west facing glazing area is the CFA x 5% + west facing glass removed to make way for the addition. S. To meet compliance, the Proposed Area must be less than orequal to the Total Allowed Area or BOTH the Total and West Fenestration Areas. ROOFING PRODUCTS (COOL ROOFS) §151(,912 Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the boxes are checked below, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products in §118(1) are not applicable. Do not fill table below. U. Roofing compliance Not Required in Climate Zones 1-12, 14, and 16 with a Low -Sloped. Less or 2:12 pitch. El Roofing compliance Not Required in Climate Zones I through 9 and 16 with a Steep -Sloped. Roofs pitch greater than 2:12 and product weight less than 5lb/ft2. Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria Roof constructions that have thermal mass over the roof membrane with at least 25 lb/ftZ is exempt from the above Cool Roof criteria. Note: if no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check he applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID Number < 2:12 > 2:12 < 51b/ft2 >— 5lb/ft2 Type 2 Reflectance3'4 Emittance SRI 0 El 0 El E:]4 [3 El El El4 0 El El 0 E]4 0 0 1:1 El4 El 0 El El E El 11 E] []4 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at _www.coolroofs.orglproductslsearch.p p. 2. Indicate the type of product is being used for the roof top, i.e. single ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the some directory and use the equation (0.2+0.7(pi„ itioi — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at httpJ/www.energv ca.7-ovIlitle24/and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF -1 R. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(i)4. Select the applicable coating: 0 Aluminum -Pigmented Asphalt Roof Coating FLI Cement -Based Roof Coating Q Other Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 Prescri five Certificate of Com fiance: CF -1R ADD Residential Additions (Page 4 of 5 Site Address: 54-290 Eisenhower Dr. Enforcement Agency: Date: 10-10-2011 HVAC SYSTEMS - HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be Cooling Equipment Type and Capacity 1,2 Duct or Configuration Minimum Distribution Piping (Central, Split, Heating Equipment Type and Capacity' . 2.3 Efficiency Type and Insulation Thermostat Space, Package or AFUE or HSPF Location' R -Value Type H dronic DYES 10 NO I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc). 2. Refer to the HERS Verification section on Pages 3 and 4 of the CF -JR -ADD Form for additional requirements and check applicable boxes. 3. Indicate T e or Location Ducts, H dronic in Floor, Radiators, etc. NO 1. Indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e., if total capacity :S 2 KW or 7,000 Btu/hr electric heating is controlled by a time -limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verification section on Pages 3 and 4 of the CF -IR -ADD Form for additional requirements and check applicable boxes. 4. Indicate Type or Location Ducts, H dronic in Floor, Radiators, etc. HVAC SYSTEMS - COOLING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be Cooling Equipment Type and Capacity 1,2 Configuration Minimum Distribution Duct or Piping (Central, Split, Efficiency Type and Insulation Thermostat Space, Package or SEER/EER or COP Location R -Value Type H dronic kitchens and on all under round hot water pipes is required in all component packa es in all climate zones. Heated Slab Insulation DYES 10 NO I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc). 2. Refer to the HERS Verification section on Pages 3 and 4 of the CF -JR -ADD Form for additional requirements and check applicable boxes. 3. Indicate T e or Location Ducts, H dronic in Floor, Radiators, etc. WATER HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be storage gas or propane fired, non -recirculating, and may not exceed 50 gallons. If no natural gas is connected to the building, an electric storage DHW heater less than 50 gallons with an energyfactor greater than 0.90 maybe used. Hot water pipe insulation from the DHW heater to the kitchens and on all under round hot water pipes is required in all component packa es in all climate zones. Heated Slab Insulation DYES 10 NO I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation YES NO External Tank Water Heater Type/Fuel Type' Distribution Type Standard, Recirculatin 2 Number In System Tank Capacity al Energy Factor or Thermal Efficiency Insulation R-Value3 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of §150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The water heating tank and i es shall be insulated to meet the requirements o 150 ' . SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be specified within the plans. Radiant Barrier (Roof) ©X YES I MNO Required in Climate Zones 2, 4, and 8-15 for additions larger than 100 ft Slab Edge (Perimeter) Insulation YES x NO I In Climate Zone 16 under Component Package D, R-7 insulation is required. Heated Slab Insulation DYES 10 NO I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation YES NO In Climate Zones 1, 2, 11, 13, 14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is required under Component Package D. Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Registration Number: 2008 Residential Compliance Forms Registration Date/Time: HERSProvider: March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 5 of 5 Site Address: 54-290 Eisenhower Dr. Enforcement Agency: Date: 10-10-2011 HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF -4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duct Se fing & esting HERS verification is re uired or this measure. DYES EINO In all Climate Zones, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition (Certification ft alone, the ducts are to be sealed and tested per §151(f)10. Phone: (760) 272-5183 Responsible Building Designer's Declaration Statement In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned OYES 'ONO space to serve the addition, the ducts are to be sealed and tested per §152(b)ID. El EXCEPTION: Existing duct systems • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, lans and specifications submitted to the enforcement that are extended which are constructed insulated or sealed with asbestos. Name: Ricardo Aguilar Signature: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor Company: RC Group condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts EIYES M�� LUNO are to be sealed and tested per § 152(b)1E. E] EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS Phone: (760) 272-5183 verification in accordance with procedures in the Reference Residential Appendix RA3. El EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. '_ EXCEPTION: Existing ducts stems constructed, insulated or sealed with asbestos. t Char e - Split System HERS is re uired or this measure. Refri eranverification 13YES nt C :ANO In Climate Zones 2 and 8-15, if a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant charge measurement shall be verified per § 151 7A. OYES In Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor 17NO condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refrigerant char a measurement shall be verified per § 152 1F. Central Fan Integrated Ventilation System — Airflow and Fan Watt Draw - do not apply for additions 1,000 fl or less. Ducted Split S stems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required. E]YES ONO In Climate Zones 10 through 15, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the airflow and fan watt draw shall be verified per § 151 7B. 1. YE$NO In Climate Zones 10 through 15, if the existing space -conditioning system (HVAC equipment and ducting) is replaced and will serve the addition, the airflow and fan watt draw shall be verified per § 152(b)l F. Documentation Author's Declaration Statement • I certif that this Certificate of Compliance documentation is accu to and complete. Name: Ricardo Aguilar Signature: Company: RC Group Date: 10-10-2011 Address: 31475 Calle Helene If Applicable EA or ^ EPE (Certification ft City/State/zip: Thousand Palms / CA / 92276 Phone: (760) 272-5183 Responsible Building Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, lans and specifications submitted to the enforcement agency for approval with this building permit application. Name: Ricardo Aguilar Signature: Company: RC Group Date: 10-10-2011 Address: 31475 Calle Helene License: 5999 City/State/zip: Thousand Palms / CA / 92276 Phone: (760) 272-5183 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 r SIMPSON ,> HDB/HD Hoedowns Tie Simpson Strong -Tie offers a wide range of bolted holdowns offering low - deflection performance for a range of load requirements. All of these holdowns y have been tested in accordance with ICC-ES's AC 155 acceptance criteria and are approved for use in vertical and horizontal applications. ~ The NEW HD3B is light-duty holdown designed for use in silearwalls and obraced -wall panels, as well as other lateral applications. = The NEW HD513, HD78 and HD9B bolted holdowns incorporate the proven ti design of our HD ?8 SDS -style holdown and feature a unique seat design which greatly minimizes detlect{on under load. HDB holdowns are self jigging, ensuring y that the code -required minimum of seven bolt diameters from the end of the post c is met. They can be installed directly on the sill plate or raised above it and are 3 suitable for hack -to -back applications where eccentricity is a concern. HDBs are adesigned to provide loads for intermediate -load -range shearwalls, braced -wall panels and lateral applications and will be available April 2011. HD holdowns offer the highest allowable loads, providing high capacity for . both vertical and horizontal applications. The HD12 and HD19 are self jigging, ensuring that the code -required minimum of seven bolt diameters from the end of the post is met. They can be installed back-to-back when eccentricity is an issue. MATERIAL: See table FINISH: HD3B/HD58/HD7B/HD9B — Galvanized; HD — Simpson Strong -Tie® gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • Bolt holes shall be a minimum of to a maximum of Vie larger than the bolt diameter (per NDS, section 11.1.2). • Stud bolts should be snugly tightened with standard cut washers between the wood and nut (BP's are required in Available April 2011 HD58 (HD7B and HD98 simitar) the City and County of Los Angeles). For holdowns, per ASTM test stanc • The Designer must specify anchor bolt type, length, and anchor bolt nut should be finger tight l embedment. See SB and SSTB Anchor bolts (pages 36-40). h turn with a hand wrench, with cons • To tie multiple 2x members together, the Designer must1 given to possible future wood shrir determine the fasteners required to join members without Care should betaken to not over torqu splitting the wood. Impact wrenches should not be u CODES: See page 20 for Code Reference Key Chart. ......_.._ ................ -............................ ............................................................... . D These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with. Simpson Strong -Tie for details. OD D Model No. Material Dimensions (in) Fasteners Minimum Allowable Tension Deflection Woadat Highest Loads(160) Member ? Allowable Thickness . DF/SP SPF/HF Load Code Ref. Base (in) Body Ga HB , SB W H SD q Anchor Dia. Stud Bolts HI?3B 12 f''s 2'>'i 2:'2 Ss%a %6 1% 2. %� 1'r 1395 1610 0156 2!<; 2525 2145 0.169 3 3130 3050 0:120 3'i 31:0 3050 0.120 HD58 ?4e 10 5r,; 3 _ 2!,z 91,, 2 '1'/, '>'s 2 2'i: 3750 3190 0.129 3 4505 3785 0.150 3'.- 4935 4195 0.150 HD7B ' ns 10 51,A 3 2'%2 12% SB Bolts at Stemwall: Garage Front 1 3/i F-- Stemwall Garage Front SB Bolts at Slab on Grade: Edge ' ter Step-down end ° i1Wnnax Perspective View . 4' min (SB'A) 3' min (SB1) 4' min Ld �B (SBI/8) 3- min°16' min (SMA) (S81) 12' min (SB1) —{ Plan View Dimensions (in.) Allowable Tension loads (lbs.) ModelMin. No. Stemwall Width Dia. Length Embed: (le) Wind & SDC A&B SDC C -F Code Ret. Step -Down End Corner Step -Down End Corner SB'/ax24 8 '/e 24 18 7225 7660_ 6070 6435 SB'Ax24 SB1x30 1 8 1 30 24 11750 9635 9870 8030 160 1 3/i F-- Stemwall Garage Front SB Bolts at Slab on Grade: Edge ' ter Step-down end ° i1Wnnax Perspective View . 4' min (SB'A) 3' min (SB1) 4' min Ld �B (SBI/8) 3- min°16' min (SMA) (S81) 12' min (SB1) —{ Plan View I 174 max. e 1 -'1 1-- 12'-1 1w Slab Edge omer , Perspective ,- -- — --- View SB Bolts at Slab on Grade: Garage Curb Slab not shown for clarity 4' min (SB%and ?/a) 3' min (SBI) Plan View Dimensions (in.) I Allowable Tension Loads (lbs.) Model No. Footing Width Dia. Min. Length Embed. (la) Wind & SDC A&B SDC C -F Code Ret. Midwall Corner Midwall Corner SB%,A24 12 % 24 18 6675 6675 • 6675 5730 SB'Ax24 12 'A ` 24 18 13080 12135 12320 10190 160 SB1x30 12 1 30 24 17080 15580 16300 13090 I 174 max. e 1 -'1 1-- 12'-1 1w Slab Edge omer , Perspective ,- -- — --- View SB Bolts at Slab on Grade: Garage Curb Slab not shown for clarity 4' min (SB%and ?/a) 3' min (SBI) Plan View 1a�• Step-down end t` Comer Slab not \ shown •. t for clarity I "'/. 6' - - -- - - - -'i L t le jx Plan View e• 4' min (SB'A) 12' 4' min (SBA) --1 • 12 —1 Slab Perspective 3' min 16' min (SB'A) 3' min (S(S131)1%, Garage Curb View (SB1) min (SB1) Notes to the Designer: 1. Rebar is required at top of stemwall foundations but is not required for Slab -on -Grade Edge and Garage Curb, or Stemwall Garage Front installations. 2. Minimum end distances for SS bolts are as shown in'graphics. 3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4; respectively, to obtain LRFD capacities. 4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads. 5. See ESR -2611 for additional information. 6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center -to -center spacing is 3 le. I 37 Dimensions (in.) Allowable Tension Loads_ (lbs.) Model No. Curb Min. Wind & SOC A&B SDC C -F Code Ref. Width Dia. Length Embed. (le) Step-down End Corner Step-down End Corner SB%x24 6 '/e 24 18 9175 10570 7705 8880 1 SBlx30 6 1 30 24 15580 15580 13090 13090 160 1a�• Step-down end t` Comer Slab not \ shown •. t for clarity I "'/. 6' - - -- - - - -'i L t le jx Plan View e• 4' min (SB'A) 12' 4' min (SBA) --1 • 12 —1 Slab Perspective 3' min 16' min (SB'A) 3' min (S(S131)1%, Garage Curb View (SB1) min (SB1) Notes to the Designer: 1. Rebar is required at top of stemwall foundations but is not required for Slab -on -Grade Edge and Garage Curb, or Stemwall Garage Front installations. 2. Minimum end distances for SS bolts are as shown in'graphics. 3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4; respectively, to obtain LRFD capacities. 4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads. 5. See ESR -2611 for additional information. 6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center -to -center spacing is 3 le. I 37 36 The new SB�/ex24 anchor bolt offers a load -tested anchorage solution that exceeds the capacity of all of our holdowns that call for a % dia. anchor. Similarly, the SB1x30 covers holdowns utilizing a 1" diameter anchor that exceed the capacity of our SSTB bolts. The SB'/8x24 is designed to maximize performance with minimum embedment for holdowns utilizing a'/a dia. anchor. SB anchor bolts are now code listed by ICC -ES under the 2006 and 2009 IBC and IRC to meet the requirements of ICC -ES acceptance criteria — AC 399. ICC -ES ESR -2611 is the industry's first code report issued for proprietary anchor bolts evaluated to the criteria of AC 399. Special Features: • Indentification on the bolt head showing embedment angle and model • Sweep geometry to optimize position in farm • Rolled thread for higher tensile capacity • Hex nuts and plate washer fixed in position • Available in HDG for additional corrosion resistance MATERIAL: ASTM F-1554, Grade 36 FINISH: None. May be ordered HDG. Contact Simpson Strong -Tie. INSTALLATION: • SB is only for concrete applications poured monolithically. • Top nuts and washers for holdown attachment are not supplied with the SB; install standard nuts, couplers and/or washers as required. • On HDG SB anchors, chase the threads to use standard nuts or couplers or use overtapped products in accordance with ASTM A563, for example Simpson Strong -Ties NUT5/8-OST, NUT7/8-OST and NUTII-OST. • Install SB before the concrete pour using AnchorMates®. Install the SB per the plan view detail. • Minimum concrete compressive strength is 2500 psi. • When rebar is required it does not need to be tied to the SB. CODES: See page 20 for Code Reference Key Chart. S These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. SB Bolts at Stemwall 6" (standard on all models) I le T-111 i . PIaceSBarrow 7 uE. #4 Rebar d agonal in comer $ I.E. of _ ! o application I�A'Min.. d ° i oilE M In, E C' Locate— . approx. 45°16'Min. return � g c logo. / t� from wall " - q+/," Min. (SBS/e and %) F ° 4W Min. (SB S to and A) c r( 5"Min.(SB1) —' 5"Min, (SB1) /° ii r -•� ,1i:" Min. -►I 13" Min. Midwall Corner End Wall STEMWALL PLAN VIEWS __...................................._..............._...............................-................... ....................................._..................................... _.. Corner Non -Corner Corner Installation Installation Installation (Install with arrow (Bolt may be (Install with arrow on top of the bolt installed 4D 45° to on top of the bolt oriented as shown) 1351 as shown) oriented as shown) iL 135 /90`/45° 135° orBolto l45° tid 45°I0. �° 0° Outer Edge of Conuete (Typ.) SIMPSON StrongLTe Embedment Line (Top of Concrete) SBU30 (Other models similar) 1-Y: Min. Edge Distance Embedment Line (Top of concrete) i .1 3" to 5" le 1. #4 rebar may be foundation rebar) Footing —W — Typical SB Installation Corner \ /,/,z 04 rebar - Br from top Plan View of SB Placement in Concrete Perspective View 0 Dimensions (in.) Allowable Tension Loads (lbs.) Model Stemwall Dia Length Wind & SDC A&B SDC C -F Code Ref. Width Embed. (le) Midwall Corner End Wall Midwall Corner End Wall S8%x24 6 % 24 1B 6675 6675 6675 6675 5730 5730 123, S13%x24 8 % 24 18 10470 9355 6620 8795 7855 5730 F30, SB1x30 8 1 30 1 24 13665 9905 7220 11470 8315 6065 L20 T-111 i . PIaceSBarrow 7 uE. #4 Rebar d agonal in comer $ I.E. of _ ! o application I�A'Min.. d ° i oilE M In, E C' Locate— . approx. 45°16'Min. return � g c logo. / t� from wall " - q+/," Min. (SBS/e and %) F ° 4W Min. (SB S to and A) c r( 5"Min.(SB1) —' 5"Min, (SB1) /° ii r -•� ,1i:" Min. -►I 13" Min. Midwall Corner End Wall STEMWALL PLAN VIEWS __...................................._..............._...............................-................... ....................................._..................................... _.. Corner Non -Corner Corner Installation Installation Installation (Install with arrow (Bolt may be (Install with arrow on top of the bolt installed 4D 45° to on top of the bolt oriented as shown) 1351 as shown) oriented as shown) iL 135 /90`/45° 135° orBolto l45° tid 45°I0. �° 0° Outer Edge of Conuete (Typ.) SIMPSON StrongLTe Embedment Line (Top of Concrete) SBU30 (Other models similar) 1-Y: Min. Edge Distance Embedment Line (Top of concrete) i .1 3" to 5" le 1. #4 rebar may be foundation rebar) Footing —W — Typical SB Installation Corner \ /,/,z 04 rebar - Br from top Plan View of SB Placement in Concrete Perspective View 0 1. See page 37 for notes to the Designer. T-111 i . PIaceSBarrow 7 uE. #4 Rebar d agonal in comer $ I.E. of _ ! o application I�A'Min.. d ° i oilE M In, E C' Locate— . approx. 45°16'Min. return � g c logo. / t� from wall " - q+/," Min. (SBS/e and %) F ° 4W Min. (SB S to and A) c r( 5"Min.(SB1) —' 5"Min, (SB1) /° ii r -•� ,1i:" Min. -►I 13" Min. Midwall Corner End Wall STEMWALL PLAN VIEWS __...................................._..............._...............................-................... ....................................._..................................... _.. Corner Non -Corner Corner Installation Installation Installation (Install with arrow (Bolt may be (Install with arrow on top of the bolt installed 4D 45° to on top of the bolt oriented as shown) 1351 as shown) oriented as shown) iL 135 /90`/45° 135° orBolto l45° tid 45°I0. �° 0° Outer Edge of Conuete (Typ.) SIMPSON StrongLTe Embedment Line (Top of Concrete) SBU30 (Other models similar) 1-Y: Min. Edge Distance Embedment Line (Top of concrete) i .1 3" to 5" le 1. #4 rebar may be foundation rebar) Footing —W — Typical SB Installation Corner \ /,/,z 04 rebar - Br from top Plan View of SB Placement in Concrete Perspective View 0