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11-0627 (AR)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 11-0000062' Property Address: 52130 CITATION CT APN: 770-250-004- - - Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 34000 Appli• G/�Y'J/vs Q' T4ht 4 4 Q" Y Architect or Engineer: 7. - BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S 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 Class: B 16 hicewe No.: 845082 Date. Contractor. OWNER -BUILD DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any 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 ($500).: ( 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.). ( 1 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 contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. , B.&P.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: LQPERMIT Owner: QUILLING LARRY Contractor: ANTHONY & ASSOCIATES, 80591 TANGELO COURT INDIO, CA 92201 (760)578-6441 Lic. No.: 845082 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/04/11 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 EXEMPT Policy Number EXEMPT _ 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 Co thw h c m WIlth those provisions. �% /a Applicant: WAR ING: FAILURE TO SECURE W KERS' COMPENSATION C RAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. 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 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 county ordinances and state laws relating to building construction, and hereby authorize representatives of this oun to enter upon the above-mentioned proper fction> ses. i DJ���ilignature (Applicant or Agent): —_!�` -26 t W.� 5 a d 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 EXEMPT Policy Number EXEMPT _ 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 Co thw h c m WIlth those provisions. �% /a Applicant: WAR ING: FAILURE TO SECURE W KERS' COMPENSATION C RAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. 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 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 county ordinances and state laws relating to building construction, and hereby authorize representatives of this oun to enter upon the above-mentioned proper fction> ses. i DJ���ilignature (Applicant or Agent): —_!�` Application Number . . . . . 11-00000627 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Issue Date . . . . Expiration Date . . 1/31/12 Plan Check Fee . Valuation . . . Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 LQPERNIIT Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 1.00 FLOOD ZONE NO ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 369.00 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 310.50 Plan Check Fee 201.83 Issue Date . . . . Valuation . . . . 34000 Expiration Date . . 1/31/12 Qty Unit Charge Per Extension BASE FEE 252.00 9.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 58.50 Permit . . . ELECT - ADD/ALT/REM Additional desc . . Permit Fee . . . . 46.97 Plan Check Fee 11.74 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/31/12 Qty Unit Charge Per Extension BASE FEE 15.00 369.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 12.92 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 9.00 .4500 ---------------------------------------------------------------------------- EA ELEC DEVICE/FIXTURE >20 4.05 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Issue Date . . . . Expiration Date . . 1/31/12 Plan Check Fee . Valuation . . . Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 LQPERNIIT Application Number . . . . . 11-00000627 Permit . . . . . . MECHANICAL Expiration Date . . 1/31/12 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 4.5000 EA MECH VENT INST/ DUCT ALT 9.00 1.00 9.0000 EA MECH APPL REP/ALT/ADD 9.00 ---------------------------------------------------------------------------- Permit . . . . . PLUMBING Additional desc . . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/31/12 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 369 SF ADDITION (BEDROOM & BATH) TO EXISTING 523 SF DETACHED CASITA PER ENGINEERED DESIGN. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 ENERGY REVIEW FEE 20.18 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 450.47 .00 .00 450.47 Plan Check Total 233.07 .00 .00 233.07 Other Fee Total 22.68 .00 .00 22.68 Grand Total 706.22 .00 .00 706.22 LQPERMIT 81n # y•. D City of La Quinta ' Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: S f' y- �k Owner's Name:LILA `. A. P. Number: Address: Legal Description: City, ST, Zip: C, ContractorTelephone: i>:iN+4•?'�~?i e�'i'-�:�:4>:4 ;�;�^:5; :;,;. Address: Project Description:�lf)� City, ST, Zip: Telephone: w;:::.;.>;. f ...;....:.::.:..;•? :?:::.,,.,. State Lie. # : City Lie. #: Arch., Engr., Designer: Address: -1Sris City, ST, Zip: p,LyN�-T- Tele hone: s`^' ' :`:':`•r i '< ?`s``°>`"'#<':'•.':: Construction Type: Occupancy: IN State Lie. #:':"><>s Project type circle one): New ATdY Alter Repair Demo Name of Contact PersonCA4,XA_' Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: pn I Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES 2 Plan Sets Plan Check submitted Item Amount 2 Structural Cates. Reviewed, ready for corrections t 11 Plan Check Deposit �- Truss Cates. Called Contact Person I t Plan Check Balance • Tide 24 Cates. Plans picked up I&A k5kI Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections ue $ t Electrical Subcontactor List Called Contact Person P% �� Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person AY,A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees t&. Z 2- b/xz � e 7//'qV44 4,-"-; 3'4A- r/2a N$' �. lla Date 8/2/11 "No. i 31073 Owner Larry Quilling Address 52130 Citation Ct City La Quinta Zip Tract # Type Residential Addition CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units Q BERMUDA DUNES r rn RANCHO MIRAGE Q INDIAN WELLS PALM DESERT ,y LA QUINTA QINDIO 1�5 770-250-004 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 52130 Citation Ct 369 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Addition to existing detached casita. 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 369 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 - John Hinojosa Check No. Name on the check Telephone Funding Exempt By Dr. Sharon P. McGehee Superintendent Fee collected /exempt d by Sh n M ilrey Payment Recd $0.00 = — _ ' .Over/Uniler Signature .I .. s.tis• NOTICE: Pursuant to Government Code Section 66020(d)(1), this will roe to 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 authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting May 27, 2011 Mr. and Mrs. Larry Quilling Re: 52130 Citation Court Remodel — Guest House Addition Dear Mr. and Mrs. Quilling, The Tradition Architectural Design Review Committee reviewed and approved your proposed addition, subject to the following comments. 1. A revised planting plan should be provided for review and approval. 2. The committee's approval assumes there are no proposed changes to the finished grading at the lot. If any changes are being requested, please clarify and submit for review and approval. 3. It was stated that all finishes and materials are to match the existing residence. 4. It appears there may be a need for an additional air conditioning unit based on the additional square footage. Please submit the proposed location and screening method with your revised planting plan. 5. Courtesy comment: The new windows may not comply with ventilation and exiting requirements. If any changes are requested by the City of La Quinta, please clarify the changes with the committee for our files. Construction may begin once a Pre -Construction (Remodel) Meeting is held on site. If you have any questions please contact Brook Marshall at (760) 219-8057 or by email at Brook@dc.rr.com Sincerely, Tradition Architectural Design Review Committee CC: ARRC File "S' CcT.�-r�a�✓ LI I Y UI- LA UUIN I A SUH-UUNTRAUTUR_ LIST ` JOB ADDRESS Z- i � _- _ CT: _ PERMIT NUMBER OWNER Qu pL�/NL� . BUILDERJoN^� A'^JT/'�Ny ¢ So C. This form shall be posted on the job with the Building Inspection Card at all times in a con picuous place. L„.r Ncisons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested hAnw must he cmmnlerpd by nnn1wnnt "nn MI.- is not o nntat in . Trade /,ClassiC�cation Contractor State Contractor's License Workrs C Compensation Insuratu e G BusinEg3 License - Company Name Classification (e.g. A, B, C-8) License Number (xxxxzx)(�� Exp. Date Carrier Name fe.g. State Fund, CalCompl Policy Number (Format Varies) Exp. Date Ixx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-121-� �. L r-- C, C / 2 S TuU6 [(� / c (.Tn1Tri r Sxxlxx/xx) - n1 -7130© 3o.S” o /�L9 / % 0 7 ,; 10 ONCRETEIC-Sl _ a avit g q -7`/D ?J'0 O G/ 5 V94os �N5! CD 0?ois .S -FRAMING (C-5) �OyrJ �/�-/ a ZN G K 4 e!0 3/ /o T uN rJ 7460�1 2 l I / Zf 9 S STRUCT. STEEL (C-Itt �.. MASONRY (C-29) -PLUMBING (C-36)fnc�j LATH, PLASTER (C-351 /� (rr ��✓sr iNCi7.S"' 7N� 96l�Z�j 2 zq s C�.uG. ��S g660 SSYzole) 3 6 ! it 72 7 DRYWALL (C-9) t' w prI C— � /o Z D D � ASO _ �'�/�'%rc. �u.�(7 Z� gO0 ILf6� Hvnc tc-zo) ¢JD '$ A-& :Z L - 2d gP-/497S $ 9r' I o CA 7-1-16159W Z"A VJSL OO 20 � ELECTRICAL (C-10) 4afZfKYL ANG C o 357009 1A3! -7 Jn3 do - 4)5D560504300 9 3o I 7 31 ROOFING: (C-39) SHEET METAL (C43) FLOORING (C-15) GLAZING (C-17) INSULATION (C-2) SEWAGE DISP. (C-42) PAINTING (C-33) CERAMIC TILE (C-54) CABINETS (C-6) f FENCING (C-13) -- -LANDSCAPING (C-27) POOL (C-53) 51 BUILDING ENERGY ANALYSIS REPORT I PROJECT: Mr. & Mrs. Larry Quilling 52130 Citation Court La Quinta, Ca 92253 Project Designer: Mike Mendoza P. O. BOX 692 Desert Hot Springs, Ca 92240 1-(760) 275-1816 Report Prepared by: Santiago Lopez-Ocampo Santiago Lopez-Ocampo P.O. Box 1018 La Quinta, Ca 92247 760.485.8927 Job Number: 1q06021 Date: 7/9/2011 aF tqc.E— CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT 61 BY:4 4rQ-6Z7 I�D)�9C0dTr JUL 14 2011 IU 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 2008 Building Energy Efficiency Standards. I This program developed by EnergySoft, LLC — www.energysoft.com. I e EnerovPro 5.1 by EneravSoft User Number: 5732 Run Code: 2011-07-09719:20:56 ID: 1 060211 P=---4WM1A TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.1 by EnergySoft Job Number: ID: Ig060211 User Number: 5732 J PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Mr. & Mrs. Larry Quilling Building Type o Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 7/9/2011 Project Address 52130 Citation Court La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 892 Addition 369 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes IZINo HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area . Special Cavity ( Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 523 Perim = 0' Existing Wall Wood Framed R-19 630 Existing Roof Wood Framed Attic R-38 522 Existing Slab Unheated Slab -on -Grade None 369 Perim = 0' New Wall Wood Framed R-21 640 New Roof Wood Framed Attic R-38 368 Radiant Barrier New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Right (S) 48.0 0.710 0.73 none none Bug Screen Existing Rear (E) 110.0 0.710 0.73 none none Bug Screen Existing Front (IM 18.0 0.710 0.73 none none Bug Screen Removed Skylight 0.5 0.430 0.30 none none None New Skylight 0.5 0.430 0.30 none none None New Right (S) 15.0 0.510 0.34 none none Bug Screen New Front (IM 18.0 0.510 0.34 none none Bug Screen New Skylight 0.5 0.430 0.30 none none None New Skylight 0.5 0.430 0.30 none none None New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Fumace 78% AFUE Split Air Conditioner 9.7 SEER Setback Existing HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 Existing WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by Ener Soft User Number: 5732 Run Code: 2011-07-09719:20:56 ID: 1060211 Pa e 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Mr. & Mrs. Larry Quilling Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family m Existing+ Addition/Alteration Date 7/9/2011 SPECIAL FEATURES INSPECTION CHECKLIST The 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 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. The Existing Furnace Default FAU/AC 1992 - 2005 has an AFUE less than the Vintage Defaults. Field verification is required. HIGH MASS Design - Verify Thermal Mass: 523.0 ft' Exposed Slab Floor, 3.500" thick at Guest House HIGH MASS Design - Verify Thermal Mass: 369.0 ft2 Exposed Slab Floor, 4.000" thick at Addition The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a CF -4R form for each of the measures listed below for final to be given. .completed �e—lerqvft 5.1 by EnerqySoft User Number. 5732 RunCode: 2011-07-09T19:20:56 ID: 1 060211 Page 4 of 11 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Mr. & Mrs. Larry Quilling ❑ Multi Family m Existing+ Addition/Alteration 7/9/2011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2 r Space Heating 5.16 1.46 3.70 Space Cooling 164.99 162.34 2.64 Fans 33.62 32.76 0.86 Domestic Hot Water 27.86 27.86 0.00 Pumps 0.00 0.00 0.00 Totals 231.62 224.42 7.20 Percent Better Than Standard: 3.1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (►M 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (lM 358 18 Fuel Available at Site: Natural Gas (N) 377 0 Raised Floor Area: 0 (E) 350 110 Slab on Grade Area: 892 (S) 377 63 Average Ceiling Height: 10.0 Roof 892 2 Fenestration Average U -Factor: 0.68 TOTAL: 193 Average SHGC: 0.66 Fenestration/CFA Ratio: 21.6 REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Santiago Lopez-Ocampo� , 719/2011 AddressP.O. Box 1018 NameSantia o Lo ez-Ocam o -City/State/ZipLa Quinta, Ca 92247 Phone 760.485.8927 Si ned Date -City/State/Zip The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, 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) Company Mike Mendoza P. 0. BOX 692 4UL 1 1 201 Address Name City/State/Zip Desert Hot Springs, Ca 92240 Phone 1-(760) 275-1816 Signed Inse # Date Ener Pro 5.1 by EnemySoft User Number: 5732 RunCode: 2011-07-09719:20:56 ID: 1 060211 Page 5 of 11 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Mr. & Mrs. Larry Quilling Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 7/9/2011 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Joint Appendix Factor Cavity Exterior Frame I Interior Frame Azm I Tilt I Status 4 Location/Comments Slab 523 0.730 None 0 180 Existing 4.4.7-A1 Guest House Wall 182 0.074 R-19 180 90 Existing 4.3.1-A5 Guest House Wall 165 0.074 R-19 90 90 Existing 4.3.1-A5 Guest House Wall 235 0.0741R-19 0 90 Existing 4.3.1-A5 Guest House Wall 48 0.074 R-19 270 90 Existing 4.3.1-A5 Guest House Roof 522 0.025 R-38 0 0 Existing 4.2.1-A21 Guest House Slab 369 0.730 None 0 180 New 4.4.7-A1 Guest House Wall 132 0.069 R-21 180 90 New 4.3.1-A6 Guest House Wall 75 0.069 R-21 90 90 New 4.3.1-A6 Guest House Wall 142 0.069 R-21 0 90 New 4.3.1-A6 Guest House Wall 292 0.069 R-21 270 90 New 4.3.1-A6 Guest House Roof 368 0.025 R-38 0 0 New 4.2.1 A21 Guest House FENESTRATION SURFACE DETAILS ID Type Area LI -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 48.0 0.710 Default 0.73 Default 180 Existing Double Metal Clear Guest House 2 Window 80.0 0.710 Default 0.73 Default 90 Existing Double Metal Clear Guest House 3 Window 30.0 0.710 Default 0.73 Default 90 Existing Double Metal Clear Guest House 4 Window 8.0 0.710 Default 0.73 Default 270 Removed Double Metal Clear Guest House 5 Window 10.0 0.710 Default 0.73 Default 270 Removed Double Metal Clear Guest House 6 Skylight 0.5 0.430 NFRC 0.30 NFRC 0 New Solatube Guest House 7 Skylight 0.5 0.430 NFRC 0.30 NFRC 0 New Solatube Guest House 8 Window 15.0 0.510 NFRC 0.34 NFRC 180 New General Aluminum Company Guest House 9 Window 6.0 0.510 NFRC 0.34 NFRC 270 New General Aluminum Company Guest House 10 Window 4.0 0.510 NFRC 0.34 NFRC 270 New General Aluminum Company Guest House 11 Window 4.0 0.510 NFRC 0.34 NFRC 270 New General Aluminum Company Guest House 12 Window 4.0 0.510 NFRC 0.34 NFRC 270 New General Aluminum Company Guest House 13 Skylight 0.5 0.430 NFRC 0.30 NFRC 0 New Solatube Guest House 14 Skylight 0.5 0.430 NFRC 0.30 NFRC 0 New Solatube Guest House (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Right Fin Len Hc it LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 06 76 None7 1100 None 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 None 1.00 14 None 1.00 EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2011-07-09T19:20:56 ID: 1060211 Page 6 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Mr. & Mrs. Larry Quilling Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/9/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New. Existinq Altered Removed Volume Year Built HVAC System Guest House 523 5,230 1998 Addition 369 3,690 Totals 369 523 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 78% AFUE Split Air Conditioner 9.7 SEER Setback Existing HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ Existing WATER HEATING SYSTEMS Sstem Na4Lel Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Standard Gas 50Small Gas Kitchen Pipe Ins 40,000 50 0.58 n/a n/a Existing MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c _ o v U) Q — System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number., 5732 Run Code: 2011-07-09719:20:56 ID: 1 060211 Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Mr. & Mrs. Larry Quilling Date 7/9/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R; CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 a 1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)S. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation, EnergyPro5.1 by EnergySoft User Number.' 5732 RunCode: 2011-07-09719:20:56 ID: Ig060211 Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Mr. & Mrs. Larry Quilling 7/9/2011 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum 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 reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: 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. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Liohting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of 4 150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 5732 Run Code: 2011-07-09719:20:56 ID: Ig060211 Page 9 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Mr. & Mrs. Larry Quilling 7/9/2011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi h efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: 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. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. 1 EnergyPro 5.1 by EnergySolf User Number: 5732 RunCode: 2011-07-09T19:20:56 ID: Ig060211 Page 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name r Date Mr. & Mrs. Larry Quilling System Name HVAC System ENGINEERING CHECKS SYSTEM LOAD Number of Svstems Total Out Cooling Out Total Total Total Air System CFM per System Airflow cfm 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation C Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 0 0 0.0 Airflow cfm/Ton 1 1 0.0 0.0 10,704,000.0 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Of HVAC EQUIPMENT SELECTION 0 Default FAU/AC 1992 - 2005 7/9/2011 Floor Area 892 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 979 18,752 1,2841 .329 12,511 0 1,083 615 0 0 0 0 0 0 0 0 0 1,083 615 20,917 1,284 1 13,741 1 01 0 Airflow cfm/s ft 0.00 Airflow cfm/Ton 0.0 1 Total Adjusted System Output 1 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK. 0 0 Aug 3 PM Jan 1 AM Outside Air % 0.0 % Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 67 OF 105 OF 10 IN Outside Air 0 cfm Heating Coil 104 OF ROOM 67 OF 68 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temaeratures at Time of Cooling Peak) 112/78°F 77/63°F 55/54°F Outside Air 0 cfm Cooling Coil 57 / 55 OF 49.3% I ROOM t 77/ 63 °F 75 / 62 OF 0.1 4 7—IF _ I EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2011-07-09T19:20:56 ID: Ig060211 Page 11 of 11 IMES Evaluation Report ESR -1364 Reissued October 1, 2010 This report is subject to re-examination in one year. wwwJcc-es.orq I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 04 00 00—MASONRY Section: 04 73 00—Manufactured Stone Masonry REPORT HOLDER: OWENS CORNING MASONRY PRODUCTS, LLC ONE OWENS CORNING PARKWAY TOLEDO, OHIO 43659 (419)248-8000 www.owenscorning.com EVALUATION SUBJECT: CULTURED STONE®, PROSTONE— AND MODULO® STONE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ BOCO National Building Code/1999 (BNBC) ■ 1999 Standard Building Code° (SBC) ■ 1997 Uniform Building Code TM (UBC) Properties evaluated: ■ Interior finish and trim classification ■ Thermal resistance ■ Exterior veneer characteristics 2.0 USES Cultured Stone®, ProStoneTm and Modulo® Stone are used as adhered, non-bearing exterior veneer or an interior finish and trim on wood or light gage steel stud framing, concrete or masonry walls. 3.0 DESCRIPTION Cultured Stone®, ProStoneTM and Modulo® Stone are manufactured, precast, artificial stone similar in color and texture to natural stone. The stone veneer is made from Portland cement, aggregate and mineral oxide colors. The stone veneer patterns have a maximum area of 720 square inches (0.464 M2) with a maximum dimension of 36 inches (914 mm). The maximum veneer weight is 15 pounds per square foot (73.2 kg/M2). See Table 1 for the average thickness of recognized patterns. The stone veneer has a Class A (Class 1) finish rating when tested in accordance with ASTM E 84 (UBC Standard 8-1). Additionally, the stone veneer has an R -value of 0.355 when tested in a thickness of 1.0 inch (25.4 mm) in accordance with ASTM C 177. 4.0 INSTALLATION 4.1 General: The stone veneer is applied to new or existing wood - framed, light gage steel framed, concrete or masonry walls. The stone veneer must be adhered to the supporting walls with a 1/2 -inch -thick to 3/4 -inch -thick (12.7 to 19.1 mm) Type N or S mortar setting bed. The mortar must comply with 2009 IBC Section 2103.8 [2006 IBC Table 2103.8(1)], IRC Table R607.1, BNBC Section 2104.7, SBC Table 2104.7A or UBC Table 21-A. The ambient temperature and temperature of the stone veneer must be 40°F (4°C) or higher at the time of application. The stone veneer must be installed in accordance with this report, the manufacturer's published installation instructions, and IBC Section 1404.4, IRC Section R703.7, BNBC Section 1406.6, SBC Section 1403.3 or UBC Section 1403.5. 4.2 Application to Stud Construction: The stone veneer must be applied to open studs spaced a maximum of 16 inches on center (406 mm), or over existing exterior wall surfaces of plaster scratch coat, stucco, wood siding, or wood sheathing backed by studs spaced a maximum of 16 inches on center (406 mm). Open studs must be covered with a water -resistive barrier in accordance with IBC Section 1404.2, IRC Section R703.2, BNBC Section 1406.3.6, SBC Section 1403.3.7, or a weather -resistive barrier in accordance with UBC Section 1402.1. For installations over wood siding or wood sheathing, a water -resistive barrier, or weather - resistive barrier must be installed over the wood siding or sheathing in accordance with the applicable code. Installations over exterior plaster or exterior plaster scratch coat walls require a water -resistive barrier, or a weather - resistive barrier in accordance with the applicable code behind the plaster or plaster scratch coat. At exterior walls, weep screeds and code -complying flashing must be installed at the bottom of the wall and at all horizontal terminations of the stone veneer. The weep screed must comply with and be installed in accordance with IBC Section 2512.1.2, IRC Section R703.6.2.1, BNBC Section 2506.3, SBC Section 2504.2 or UBC Section 2506.5, as applicable. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report ora recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as a a to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2010 Page 1 of 3 wn- i sow I iviosr VVICery Hccepreo ana i rusreo rage'd oT s A 2.5 -pound -per -square -yard (1.4 kg/m2), galvanized diamond mesh metal lath, or a 3.4 -pound -per -square -yard (1.8 kg /M2), 3/8 -inch -thick -rib (9.5 mm), paper -backed, galvanized expanded metal lath conforming to ASTM C 847, or a No. 18 gage [0.051 -inch -thick (1.30 mm)] galvanized woven wire mesh conforming to ASTM C 1032 must be installed in accordance with the manufacturer's published installation instructions over the water -resistive barrier, or weather -resistive barrier. The lath or mesh must be fastened to each of the wall studs at 6 inches (152 mm) on center vertically, in accordance with the minimum requirements of Section 7.10 of ASTM C 1063, or IRC Section R703.6.1, as applicable. For wood studs, fasteners must be minimum 0.120 -inch -shank -diameter galvanized nails or galvanized staples of sufficient length to penetrate the studs a minimum of 1 inch (25.4 mm). For steel studs, fasteners must be minimum 7/16 -inch -head -diameter (11.1 mm), corrosion -resistant, self -drilling, self -tapping, pancake head screws of sufficient length to penetrate the studs a minimum of 3/8 inch (9.5 mm). Wood studs must have a minimum specific gravity of 0.42. Steel studs must be 20 gage [0.033 -inch -thick (0.84 mm)], minimum. Installations over wall surfaces of materials other than wood siding or wood sheathing require a 1/2 -inch -thick to 3/4 -inch -thick (12.7 to 19.1 mm) scratch coat of Type N or S mortar. The mortar must be applied over the lath or mesh and allowed to cure for at least 48 hours before the mortar setting bed is applied. The scratch coat must be moistened and the mortar setting bed is to must be applied in areas of approximately 5 to 10 square feet (0.5 to 0.9 m2). The stone veneer must be lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar is soft and pliable. Alternatively, the setting bed must be applied to the back of each stone veneer unit and the unit pressed into place. In either case, the mortar setting bed thickness and consistency must allow the mortar to be squeezed out around all edges of the stone veneer unit to assure full bond. All joints must be tooled. 4.3 Application to Concrete and Masonry: The stone veneer must be applied directly to unsealed and unpainted masonry backing without the use of lath or mesh, provided the surface is clean. Painted, sealed, or dirty masonry surfaces must be cleaned by sandblasting to provide a good bond surface. A 1/2 -inch -thick to 3/4 -inch - thick (12.7 to 19.1 mm), Type N or S mortar setting bed must be applied to the masonry backing in areas of approximately 5 to 10 square feet (0.5 to 0.9 m2). The stone veneer must be lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar is soft and pliable. Alternatively, the setting bed must be applied to the back of each stone veneer unit and the unit pressed into place. In either case the mortar setting bed thickness and consistency must allow mortar to be squeezed out around all edges of the veneer unit to assure full bond. All joints must be tooled. 5.0 CONDITIONS OF USE The Cultured Stone®, ProStoneTm and Modulo® Stone described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with this report, the manufacturer's published installation instructions and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The stone veneer is limited to installation on wood - frame, light gage steel framed, concrete or masonry walls. 5.3 Expansion or control joints used to limit the effect of differential movement of supports must be specified by the architect, designer or stone veneer manufacturer, in that order. Consideration must also be given to movement caused by temperature change, shrinkage, creep and deflection. 5.4 The height of the exterior veneer system attached to wood -framed construction must comply with BNBC Section 1406.6.2, SBC Section 1403.3.3 or UBC Section 1403.1.2, as applicable. 5.5 As an alternate, the scratch coat of mortar described in Section 4.2 of this report may be used with installations of stud framed walls faced with wood siding or wood sheathing, concrete or with masonry walls described in Section 4.3 of this report. 5.6 In jurisdictions adopting the IBC, BNBC, SBC and UBC the supporting wall framing must be designed to support the additional weight of the stone veneer and mortar setting bed. Additionally, when interior stone veneer is supported by wood construction, the supporting members must be designed to limit deflection to 1/600 of the span of the supporting members. 5.7 In jurisdictions adopting the IRC, installations of the stone veneer must comply with the seismic provisions of Section R301.2.2. When the weight of the wall supporting the precast stone veneer, including the veneer system exceeds the applicable limits of IRC Section R301.2.2.2.1, an engineered design of the wall construction must be performed in accordance with IRC Section R301.1.3 and submitted to the code official for approval. The design must be performed by a registered design professional when required by the statutes of jurisdiction in which the project is constructed. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Precast Stone Veneer (AC51), dated February 2008. 6.2 Report of testing in accordance with ASTM C 177. 6.3 Reports of testing in accordance with ASTM E 84. 7.0 IDENTIFICATION The Cultured Stone® described in this report is identified by the initials "C.S.V." cast into the side of each piece of stone. The packaging of the Cultured Stone®, ProStoneTm and Modulo® Stone products includes a stamp bearing the manufacturer's name (Owens Corning Masonry Products, LLC), the product name, the manufacturing plant location, the product code and the evaluation report number (ESR -1364).