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10-1296 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 LApplication Number Property Address: APN: Application description Property Zoning: Application valuation: Applicant: Coi✓TlaL?0A2 10-000012961 53549 VIA BELLAGIO 777-170-005- - - DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 434866 Tjht 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: MIGLIORINO, ROBERT & MARY 81 ELEVEN LEVELS ROAD DETACHED RIDGEFIELD, CT 06877 �fV' ArcFiitect or Engineer: 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. � �ense7Class: B � �_AA License No.: 799449 V Date: !. - Z. - 4 VContractor: OWNER -BUILDER 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).: (_ 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.). (_) 1, 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 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: M LQPERTUIT Contractor: JACOBS HOMES INC, P P.O. BOX 356 LA QUINTA, CA 92247 (760)777-9921 Lic. No.: 799449 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/01/11 Ga u FEB G 2 CITY OF LA QUINTA FNA�%^E I):cFT _.. ._ 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 719-0000392-09 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 s to become subject to the workers' compensation laws of California, and agree that, if I sho becom ubject to the workers' compensation provisions of Section 3700 of ]Jae"Labor C /sh rthwith comply with those provisions. Date: �� Applicant: A WARNING: FAILURE TO SECURE WORKERI' COMPENSATION COVERAGE 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 build in construction, and hereby authorize representatives 9f�fFiis county to enter u n the above-mentioned property r i spect purposes. Date: �'2 gnature (Applicant or Agentl: �/! q Application Number . . . . . 10-00001296 Expiration Date 7/31/11 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL LQPERA11T Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . DWELLG/LODGING/LONG <=10 Other struct info . . . . CODE EDITION 2007/08 ENERGY # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 766.00 PATIO SQ FTG 803.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 4060.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 1004.00 Permit . . . BUILDING. PERMIT Additional desc . Permit Fee . . . 1812.00 Plan Check Fee 1177.80 Issue Date Valuation 434866 Expiration Date 7/31/11 Qty Unit Charge Per Extension BASE FEE 639.50 335.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 1172.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 222.56 Plan Check Fee 55.64 ' Issue Date . . . . Valuation . . . . 0 Expiration Date 7/31/11 Qty Unit Charge Per Extension BASE FEE 15.00 5064.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 177.24 766.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 15.32 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 7/31/11 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL LQPERA11T Application Number . . . . . 10-00001296 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 236.00 Plan Check Fee 59.00 Issue Date Valuation 0 Expiration Date . . 7/31/11 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 3.00 11.0000 EA MECH FURNACE >100K 33.00 2.00 9.0000 EA MECH SUSP/WALL HEATER 18.00 2.00 9.0000 EA MECH B/C <=3HP/100K BTU 18.00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 12.00 6.5000 EA MECH VENT FAN 78.00 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD. 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 279.75 Plan Check Fee 69.94 Issue Date . . . . Valuation 0 Expiration Date . . 7/31/11 Qty Unit Charge Per Extension BASE FEE 15.00 32.00 6.0000 EA PLB FIXTURE 192.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 6.0000 EA PLB ROOF DRAIN 6.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 13.00 .7500 EA PLB GAS PIPE >=5 9.75 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 5064 SF 2 STORY SFD. (FIRST = 4060 SF SECOND = 1004 SF)R-3 OCC. TYPE V -B CONSTRUCTION. 2007 CODES 2008.ENERGY. 2008 DIF. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 587.17 BLDG STDS ADMIN (SB1473) 18.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 117.78 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1284.00 LQPERAIIT Application Number . . . . . 10-00001296 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 43.49 DIF STREET MAINT FAC-RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged ---------- Paid Credited -------------------- ---------- Due ----------------- Permit Fee Total 2565.31 .00 .00 2565.31 Plan Check Total 1362.38 750.00 .00 612.38 Other Fee Total 6525.44 .00 .00 6525.44 Grand Total 10453.13 750.00 .00 9703.13 LQPEFUMIT (/ J P.O. BOX 1504 Building�_ SY 78-495 CALLE TAMPICO Address LA Y �/ /. QUINTA, CALIFORNIA 92253 Owner A. _ / /// 6f �r v Mailing Address s',dA%10. 9✓ A—/z�• Contractor Address -/ 25- 1)--.54// e5X,.14 4; -�720r CityTel. L 4..lzip�g?f - J_7� State Lic. City & Classif. %�� f/�/ Lic. # Arch., Engr., Designer City I Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject td the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT /D.1,10 lv APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description Sq. Ft. No. No. Dw. / Size Stories Units NewX Add ❑ Alter ❑ Repair ❑ Demolition ❑ tstlmatea valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. AMOUNT 7-5-6-06 Driveway Enc. .-I}r I:�A Min Oull' Infrastructure y C'IT�!/f;}FF rap � TOTAL REMARKS -.0"Co ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by:_ Validated by: 1 Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMMIIND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Hideaway Date: February 1, 2011 Owner's Name: M/M Robert Migliorino Phone No. 760-880-1761 Project Address: 53-549 Via Bellagio LaQuinta, CA Project Description: New 2 Story SFD APN: 643-160-005 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 5064 Certification of Applicant/Owners: The person signing certifies that'the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorito Sir on behalf of the owner/developer. Dated: February 1, 2011 Signature: i *********************************************************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. 5064 Amount per Sq.Ft. $2.97 Amount Collected $15040.08 Building Permit Application Completed: Yes/No By: Jamie T. Brown, Asst. Supt., Business Services Certificate issued by: Laurie Howard, Secretary Signature: �T NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/Inydoes/devlees,ceriiiicate ofcompliance 11/2010 RECORDING REQUESTED BY: Fidelity National Title Company Escrow No. 5577 -KL Title Order No. 9779052 When Recorded Mail Document and Tax Statement To: Mr. Robert J. Migliorino 81 Eleven Levels Road Ridgefield, CT .06877 ®®C a 2004-0407014 05/28/2004 08:008 Fee:13.00 Page 1 of 3 Doc T Tax Paid Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk & Recorder 111111111111111111111111111111111111111111 111t 1I It— M S U PAGE SIZE DA PCO NOCOR SMF MISC. I I , �2 - A R L I COPY I LONG REFUND NCHG EXAM G RAIQI`D= The undersigned.grantor(s) declare(s) Documentary transfer tax is,S577.50 ( X ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ ) Unincorporated Area Y City of La Quinta _iSE FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Nicholas C. Blodgett/rustee of The Nicholas C. Blo gett Trust Dated March 9, 2001, as to a undivided 50% interest and John J. Lucinjnd Catherine D. Lucin,. rustees of The Lucin Family Trust Dated May 3, 1985, as to a undivided 50% interest, as Tenants in commo hereby GRANT(S) to Robert J. Migliorino and Mary F. Migliorino, Husband and Wife as Joint Tenants the following described real property in the City of La Quinta County of Riverside, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: March 10, 2004 STATE OF CALIFORNIA COUNTY OF �1 1VE- ON i Ae-,,r R_ 11 4 before me, �C �— personally appeared fQ"1 c C'.. Qt -E - personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. Signature/ -4 FD -213 (Rev 7/96) Nicholas C. Blodgett, Trustee of The Nicholas C. Blodgett Trust Dated March -9, 2001 By: 7 Q relic olas C7 Blod ett,-Trustee John J. Lucin _in Catherine D. Lucin, Trustees of The Lucin Fa y �Ue�a- 3, 19855 ti Joh . , u u tee /Catherine D. Lucin, Trustee CONNIE CbN 11 COMM. #1417229 2 NOTARY PUBLIC - CAUFORNIA RIVERSIDE COUNTY MY Commission Explres May 11, 2007 MAIL TAX STATEMENTS AS DIRECTED ABOVE GRANT DEED (, 1 STATE OF Ar%zoo �. COUNTY OF I' &Vf CODEu On before me, LAURA KRUSHAK, NOTARY PUBLIC (Name, Title of Officer) / personally appeared JOHN J. LUCIN AND CATHERINE D. LUCIN,U" personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. (Signature of Notary Public) (This area for notarial seal) OFFICIAL SEAL LAURA KRUSHAK NOTARY PUBLIC -State of Arizona MARICOPA COUNTY My Comm. Expires May 31, 2007 EXHIBIT ".ONE:" PARCEL '1: Lot 317 of Amended Tract No. 29894-2; in the City ofLa Quinta; County of Riverside, State of California, as per Map recorded. in Book 327, Pages) '56 through 88, inclusive of Maps, in.the Office -of. the County Recorder of said County.' 'Excepting therefrom interest in all water, minerals, oil, gas, petroleum, other hydrocarbon substances and all geothermal energy sources in or under said land.or which .may be' produced from said land. PARCEL -2: Non-exclusive easements for access, ingress, egress, drainage, maintenance, repairs and for other purposes, all as described in the Declaration. BUILDING ENERGY ANALYSIS REPORT IV r PROJECT: Migliorino Residence 53-549 Via Bellagio La Quinta, CA 92253 Project Designer: t South Coast Architects'°�'�"'`` l LA QU��A 13 Corporate Plaza Suite # oOff& SAFETY DEPT. BUILDING Newport Beach, Ca 9266, �� D (949) 720-7022 :` i FOR CONSTRUCTION Report Prepared by: DATE Jon Scott Scott Design and Title 24, Inc, 77-085 Michigan Drive .-Palm Desert, Ca 92211 (760) 200-4780 gY: Job Number: Date: 1/5/2011 JAN: 12 2011 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. This program developed by EnergySoft, LLC — www.energysoft.com. c EnergvPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-01-03T09:42:08 ID: 4 C PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Migliorino Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 Project Address 53-549 Via Bellagio La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,070 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST IZI Yes ❑ No 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 f Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 4,944 Radiant Barrier New Wall Wood Framed R-21 5,614 New Slab Unheated Slab -on -Grade None 4,153 Perim = 453' New Door Opaque Door None 24 New Floor Wood Framed w/Crawl Space R-19 275 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Front (E) 178.9 0.350 0.37 none none Bug Screen New Front (E) 36.3 0.350 0.37 4.0 none Bug Screen New Front (E) 40.0 0.350 0.37 10.0 none Bug Screen New Left (S) 134.9 0.350 0.37 none none Bug Screen New Rear (149 88.0 0.350 0.37 6.0 none Bug Screen New Rear (W) 401.6 0.350 0.37 none none Bug Screen New Right (N) 108.0 0.350 0.37 10.0 none Bug Screen New Right (N) 143.4 0.350 0.37 none none Bug Screen New Right (NE) 29.8 0.350 0.37 none none Bug Screen New Rear (Nt9 14.9 0.350 0.37 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HP 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HP 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HP 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New .WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Large Gas 100 0.99 All Pipes Ins New Energ Pro 5.1 by Energ Soft User Number: 6712 Runcode: 2011-01-03T09:42:08 ID: Page 3 of 39 • 17J PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Migliorino Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 Project Address 53-549 Via Bellagio La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,070 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST IZI Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. IZI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HP 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HP 5 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by EneM Soft User Number: 6712 RunCode: 2011-01-03709:42:08 ID: Page 4 of 39 • • PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1 R Project Name Migiiodho Residence Building Type m Single Family ❑ Addition Alone 13Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 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 DHW System Bradford -White Corp. EF -100T -150-3N is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HP 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 575.0 ft2 Covered Slab Floor, 3.500" thick at Guestbedroom & Bedroom 1 HIGH MASS Design - Verify Thermal Mass: 160.0 ft2 Exposed Slab Floor, 3.500" thick at Guestbedroom & Bedroom 1 The HVAC System HP 2 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 38.0 ft2 Covered Slab Floor, 3.500" thick at Formal Dining HIGH MASS Design - Verify Thermal Mass: 906.0 ft2 Exposed Slab Floor, 3.500" thick at Formal Dining The HVAC System HP 3 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 186.0 ft2 Covered Slab Floor, 3.500" thick at Greatroom & Kitchen HIGH MASS Design - Verify Thermal Mass: 1,156.0 ft2 Exposed Slab Floor, 3.500" thick at Greatroom & Kitchen HIGH MASS Design - Verify Thermal Mass: 980.0 ft2 Covered Slab Floor, 3.500" thick at Owners Suite & Retreat HIGH MASS Design - Verify Thermal Mass: 152.0 ft2 Exposed Slab Floor, 3.500" thick at Owners Suite & Retreat The HVAC System HP 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air Bow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 25HCB436/FE4BNF004 includes credit for a 11.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HP 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HP 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HCB460/FE4BNF006 includes credit for a 11.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HP 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HP 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HCB460/FE4BNF006 includes credit for a 11.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HP 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HP 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. The Cooling System Carrier 25HCB460/FE4BNF006 includes credit for a 11.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HP 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HP 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. EnergyPro 5.1 by EnetgySoft User Number. 6712 RunCode: 2011-01-03T09:42:08 ID: Page 5 of 39 • �I 17J PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Migliorino Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 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 Roof R-38 Roof(R.38.2x 14.16) 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 completed CF -413 form for each of the measures listed below for final to be given. The Cooling System Carrier 25HCB4361FE4BNF004 includes credit for a 11.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HP 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HP 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnemyPro 5.1 by EnemySoft User Number. 6712 RunCode: 2011-01-03T09.42:08 ID: Page 6 of 39 • 11 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name . Building Type m Single Family ❑ Addition Alone Date Migliorino Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1/5/2011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 5.14 4.57 0.56 Space Cooling 65.69 64.27 1.42 Fans 13.31 17.31 -4.00 Domestic Hot Water 6.77 3.60 3.18 Pumps 0.00 0.00 0.00 Totals 90.91 89.75 1.16 Percent Better Than Standard: 1.3% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 1,544 255 Fuel Available at Site: Natural Gas (S) 1,966 135 Raised Floor Area: 275 (tN) 1,337 505 Slab on Grade Area: 4,153 (N) 1,967 281 Average Ceiling Height: 10.7 Roof 4,944 0 Fenestration Average U -Factor: 0.35 TOTAL: 1,176 Average SHGC: 0.37 Fenestration/CFA Ratio: 23.2% 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 Scott Design and Title 24, Inc, 77-085 Michigan Drive Jon Scott 1/5/2011 Address Name City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date 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 South Coast Architects Address 13 Corporate Plaza Suite #200 Name South Coast Architects City/State/Zip Newport Beach, Ca 92660 Phone (949) 720-7022 Signed License # Date I EnemvPro 5.1 by EnemySoft User Number. 6712 RunCode: 2011-01-03T09:42:08 ID: Pae 7 of 39 • • 1� CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Migliorino Residence Building Type to Single Family ❑ Addition Alone ' - ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Roof 735 0.026 R-38 0 20 New 4.2.1-A9 Guest Bedroom & Bedroo Wall 247 0.069 R-21 0 90 New 4.3.1-A6 Guest Bedroom & Bedroo Wall 281 0.069 R-21 90 90 New 4.3.1-A6 Guest Bedroom & Bedroo Wall 364 0.069 R-21 180 90 New 4.3.1-A6 Guest Bedroom & Bedroo Wall 70 0.069 R-21 270 90 New 4.3.1-A6 Guest Bedroom & Bedroo Slab 575 0.730 None 0 180 New 4.4.7-A1 Guest Bedroom & Bedroo Slab 160 0.730 None 0 180 New 4.4.7-A1 Guest Bedroom & Bedroo Roof 944 0.026 R-38 0 20 New 4.2.1-A9 Formal Dining Wall 90 0.069 R-21 0 90 New 4.3.1-A6 Formal Dining Wall 1891 0.069 R-21 901 90 New 4.3.1-A6 Formal Dining Wall 2481 0.069 R-21 180 90 New 4.3.1-A6 Formal Dining Wall '97 0.069.R-21 270 90 New 4.3.1-A6 Formal Dining Slab 38 0.730 None 0 180 New 4.4.7-A1 Formal Dining Slab 906 0.730None 0 180 New 4.4.7-A1 Formal Dining Roof 1,342 0.026 R-38:4 0 20 New 14.2.1-A9 Greatroom & Kitchen Wall 193 0.069 R-21 1 0 90 1 New 14.3.1-A6 lGreatroom & Kitchen FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGCz Azm Status Glazing Type Location/Comments 1 Window 6.3 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 2 Window 16.3 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 3 • Window 20.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 4 Window 16.8 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 5 Window 40.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 6 Window- 6.3 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 7 Window 40.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Guest Bedroom & Bedroom 1 8 Window 71.8 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. Formal Dining 9 Window 135.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Formal Dining 10 Window 6.3 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Formal Dining 11 Window 6.3 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Formal Dining 12 Window 6.3 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Formal Dining 13 Window 6.3 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Formal Dining 14 Window 108.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Greatroom & Kitchen 15 Window 14.9 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Greatroom & Kitchen 16 Window 48.0 0.350 NFRC 0.37 NFRC I 0 New I Double Non Metal Tinted. Greatroom & Kitchen (1) U -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 Exterior Shade Type SHGC Window H t I Wd Ove hang Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 6.5 2.5 4.0 0.1 4.0 4.0 3 Bug Screen 0.76 8.0 2.5 4.0 0.1 4.0 4.0 4 Bug Screen 0.76 5 Bug Screen 0.76 8.0 5.0 10.0 0.1 10.0 10.0 6 Bug Screen 0.76 7 Bug Screen 0.76 8.0 5.0 6.0 0.1 6.0 6.0 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 Bug Screen 0.76 14 Bug Screen 0.76 9.0 12.0 10.0 0.1 10.0 10.0 15 IBug Screen 0.76 16 JBug Screen 0.76 I _ EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-01-03709.42:08 ID: Page 8 of 39 • 1� CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Migliorino Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1 1/5/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt . Status 4 Location/Comments Wall 66 0.069 R-21 45 90 New 4.3.1-A6 Greatroom & Kitchen Wall 252 0.069 R-21 90 90 New 4.3.1-A6 Greatroom & Kitchen Door 24 0.500 None 90 90 New 4.5.1-A4 Greatroom & Kitchen Wall 523 0.069 R-21 180 90 New 4.3.1-A6 Greatroom & Kitchen Wall 240 0.069 R-21 270 90 New • 4.3.1-A6 Greatroom & Kitchen Wall 25 0.069 R-21' 315 90 New 4.3.1-A6 Greatroom & Kitchen Slab 186 0.730 None 0 180 New 4.4.7-A1 Greatroom & Kitchen Slab 1,156 0.730 None 0 180 New 4.4.7-A1 Greatroom & Kitchen Roof 906 0.026 R-38 0 20 New 4.2.1-A9 Owners Suite & Retreat Wall 620 0.069 R-21 0 90 New 4.3.1-A6 Owners Suite & Retreat Wall 100 0.069 R-21 90 90 New 4.3.1-A6 Owners Suite & Retreat Wall 298 0.069 R-21 180 90 New 4.3.1-A6 Owners Suite & Retreat Wall 222 0.069 R-21 270 90 New 4.3.1-A6 Owners Suite & Retreat Slab 980 0.730 None 0 180 New 4.4.7-A1 Owners Suite & Retreat Slab 152 0.730 None 0 180 New 4.4.7-A1 lOwners Suite & Retreat Roof 1 2751 0.026 R-38 0 20 New 4.2.1-A9 Office view tower FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGCz Azm Status Glazing Type Location/Comments 17 Window 14.9 0.350 NFRC 0.37 NFRC 45 New Double Non Metal Tinted. Greatroom & Kitchen 18 Window 14.9 0.350 NFRC 0.37 NFRC 45 New Double Non Metal Tinted. Greatroom & Kitchen 19 Window 92.7 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Greatroom & Kitchen 20 Window 92.7 0.350 NFRC 0.37 NFRC . 270 New Double Non Metal Tinted. Greatroom & Kitchen 21 Window 14.9 0.350 NFRC 0.37 NFRC 315 New Double Non Metal Tinted. Greatroom & Kitchen 22 Window 12.5 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Owners Suite & Retreat 23 Window 12.5 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Owners Suite & Retreat 24 Window 10.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Owners Suite & Retreat 25 Window 10.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Owners Suite & Retreat 26 Window 21.6 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. Owners Suite & Retreat 27 Window 48.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Owners Suite & Retreat 28 window 4.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Office view tower. 29 Window 10.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Office view tower 30 Window 4.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Office view tower 31 Window 4.0 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. Office view tower 32 Window 48.0 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. I Office view tower (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 -27 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 JBug Screen 0.761 1 EnergyPro 5.1 by EnergySoft User Number.' 6712 Runcode: 2011-01-03T09:42:08 ID: Page 9 of 39 C� CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Migliorino Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition Alteration Date 1/5/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Wall 198 0.069 R-21 0 90 New 4.3.1-A6 Office view tower Wall 140 0.069 R-21 90 90 New 4.3.1-A6 Office view tower Wall 158 0.069 R-21 180 90 New 4.3.1-A6 Office view tower Wall 84 0.069 R-21 270 90 New 4.3.1-A6 Office view tower Floor 275 0.037 R-19 0 180 New 4.4.1-A4 Office view tower Roof 742 0.026 R-38 0 20 New 4.2.1-A9 2nd Story Casita Wall 272 0.069 R-21 0 90 New 4.3.1-A6 2nd Story Casita Wall 303 0.069 R-21 90 90 New 4.3.1-A6 2nd Story Casita Wall 240 0.069 R-21 180 90 New 4.3.1-A6 2nd Story Casita Wall 95 0.069 R-21 270 90 New 4.3.1-A6 2nd Story Casita FENESTRATION SURFACE DETAILS ID Type Area LI-Factor' SHGC Azm Status Glazing Type Location/Comments 33 Window 4.0 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. Office view tower 34 Window 10.0 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. Office view tower 35 Window 4.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 36 Window 10.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 37 Window 4.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 38 Window 10.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 39 Window 4.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 40 Window 10.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 41 Window 4.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 42 Window 10.0 0.350 NFRC 0.37 NFRC 270 New Double Non Metal Tinted. Office view tower 43 Window 13.5 0.350 NFRC 0.37 NFRC 0 New Double Non Metal Tinted. 2nd Story Casita 44 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 45 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 46 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 47 Window 9.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 12nd Story Casita 48 Window 9.0 0.350 NFRC 1 0.37 NFRC 1 901 New Double Non Metal Tinted. 12nd Story Casita (1) LI-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hot I Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 47 Bug Screen 0.76 48 1Bug Screen 0.76 I EnergyPro 5.1 b EnergySoft User Number.- 6712 RunCode: 2011-01-03T09:42:08 ID: Pae 10 of 39 r� U CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Migliorino Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/5/2011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 9.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 50 Window 9.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 51 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 52 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 53 Window 8.0 0.350 NFRC 0.37 NFRC 90 New Double Non Metal Tinted. 2nd Story Casita 54 Window 22.5 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. 2nd Story Casita 55 Window 22.5 0.350 NFRC 0.37 NFRC 180 New Double Non Metal Tinted. 2nd Story Casita (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC Hat Wd Ove hang Left Fin Ri ht Fin Len H t LExt RExt Dist Len Hat Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 51 Bug Screen 0.76 52 Bug Screen 0.76 53 Bug Screen 0.76 54 Bug Screen 0.76 55 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-01-03709:42:08 ID: Pae 11 of 39 �7� CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Migliorino Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1 1/5/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HP 1 Guestbedroom & Bedroom 1 735 7,350 HP 2 Formal Dining 944 10,384 HP 3 Greatroom & Kitchen 1,342 16,104 HP 4 Owners Suite & Retreat 1,032 10,320 Office view tower 275 2,750 HP 5 2nd Story Casita 742 7,420 Totals 5,070 01 0 0 HVAC SYSTEMS System Name Qt . HeatingType Min. Eff. CoolingType Min. Eff. Thermostat Type Status HP 1 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HP 2 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HP 3 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HP 4 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HP 5 1 Split Heat Pump 18.00 HSPF I Split Heat Pump 14.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HP 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HP 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 El New HP 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 M New HP 4 Ducted I Ducted JAffic, Ceiling Ins, vented 1 8.01 El New HP 5 Ducted I Ducted JAttic, Ceiling Ins, vented 8.01 m INew WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford -White Corp. EF -1 2 Large Gas All Pipes Ins 150,000 100 0.99 0.00% 0.0 New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control E _2 E � B w a Hot Water Piping Length (ft o -0 ¢ SI System Name Pipe Length Pipe Diameter Insul. Thick. QT Plenum Outside Buried ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnemyPro 5.1 by EnemySoft User Number. 6712 RunCode: 2011-01-03T09:42:08 ID: Pae 12 of 39 4 4 NDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R ct Name fino Residence V Date 1/5/2011 E: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of ecompliance 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 -613 Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) 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 LI -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. Fire laces Decorative Gas Appliances and Gas Log Measures: A: Mason or facto -built fire laces have a closable metal or lass door coverin the entire o enin of the firebox. 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 ed with a with a readil accessible, o erable, and ti ht-fittin dam er and or a combustion -air control device. r§150(e)l 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 e of the buildin , are rohibited. ce 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)5. §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 : Heatin and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: 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 recirculatina sections of hot water pipes are insulatedper 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. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-01-03709:42:08 ID: Page 13 of 39 L_ MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date igliofino Residence 1/5/2011 §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 181A, 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)l : 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: Lighting 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 §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 ftz 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 tuminaries 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. 6712 RunCode: 2011-01-03T09:42:08 ID: Page 14 of 39 4 4 4 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date iglionno Residence -15, 011 §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)l 1: 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)l2: 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 Exceptionl 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 high 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)l5: 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. EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2011-01-03T09:42:08 ID: Page 15 of 39 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name igliorino Residence Date 1/5/2011 System Name HP 1 Floor Area 735 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 515 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 35,800 11,483 1,416 690 12,423 Total Output Btuh 35,800 0 Output Btuh/s ft 48.7 466 376 Cooling System 01 0 Output per System 35,800 0 0 0 0 Total Output Btuh 35,800 0 1,416 0 Total Output ons 3.0 466 376 Total Output Btuh/s ft 48.7 Total Output s ftrron 246.4 1 12,416 13,175 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Carrier 25HCB436/FE4BNF004 27,684 3,465 22,360 22,360 Jan 1 AM Airflow cfm/s ft 1.63 Airflow cfm/Ton 402.2 Outside Air % 0.0% Total Adjusted System Output 1 27,6841 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,465 Aug 3 PM 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 Outside Air 0 cfm 72 OF 72 OF 89 OF 89 OF Heating Coil . Supply Fan 89 OF 1,200 cfm R00M 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 78/64°F 78!64°F 57/55°F 57/55°F - - Cooling Coil Supply Fan 57 / 56 OF 1,200 cfm pp 45.4% it00M '' 78/64°F EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2011-01-03T09:42:08 ID: Page 16 of 39 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name igliorino Residence Date 1/5/2011 System Name HP 2 Floor Area 944 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 813 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 57,500 17,212 1,591 730 12,821 Total Output Btuh 57,500 0 Output Btuh/s ft 60.9 699 388 Cooling System 0 0 Output per System 57,500 0 0 0 0 Total Output (Btuh) 57,500 0 699 1 18,610 1,591 0 Total Output (Tons) 4.8 388 Total Output Btuh/s ft 60.9 Total Output s ft/Ton 197.0 1 13,597 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Alrflow cfm 2,000 Carrier 25HCB460/FE4BNF006 43,751 6,662 35,913 35,913 Jan 1 AM Airflow cfm/s ft 2.12 Airflow cfm/Ton 417.4 Outside Air % 0.0% Total Adjusted System Output 1 43,751 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 6,662 Aug 3 PM 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 Outside Air 0 cfm 72 OF 72 OF 89 OF 89 OF G Heating Coil Supply Fan 89 OF 2,000 cfm ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F .Outside Air 0 cfm 78 / 64 OF 78/64°F 58/57°F 58/57°F c Cooling Coil Supply Fan 58 / 57 OF 2,000 cfm 46.9 % [ROOM 78164 OF EnergyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2011-01-03709:42:08 ID: Page 17 of 39 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name igliorino Residence Date 115/2011 System Name HP 3 Floor Area 1,342 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK CFM Sensible Total Room Loads 1,124 23,425 Return Vented Lighting 0 Return Air Ducts 952 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 952 TOTAL SYSTEM LOAD 1 25,328 COIL HTG. Latent CFM 1,925 1,286 0 0 1,925 PEAK Heating System Sensible Output perSystem 57,500 22,228 Total Output Btuh 57,500 Output Btuh/s ft 42.8 673 Cooling System 0 Output perSystem 57,500 0 Total Output (Btuh) 57,500 0 Total Output ons 4.8 673 Total Output Btuh/s ft) 42.8 Total Output s ftrron 280.1 23,574 Air System CFM perSystem 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 25HCB460/FE4BNF006 43,578 7,001 35,913 Airflow cfm/s ft 1.49 Airflow cfm/Ton 417.4 1 35,913 I Jan 1 AM Outside Alr % 0.0% Total Adjusted System Output 43,578 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 7,001 Aug 3 PM 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 Outside Air 0 cfm 72 OF 72 OF 89 OF 89 OF 14 Heating Coil Supply Fan 88 OF 2,000 cfm �:. ROOM epi 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112178 °F Outside Air Ar 0 cfm 78/64°F 78 / 64 OF 58 / 57 OF 58157 OF Cooling Coil Supply Fan 58157 OF 2,000 cfm 47.5% I : ROOM oil I 78/64°F EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-01-03TO9:42:08 ID: Page 18 of 39 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name igliorino Residence Date 1/5/2011 System Name HP 4 Floor Area 1,307 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK CFM Sensible Total Room Loads 981 20,271 Return Vented Lighting 0 Return Air Ducts 823 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 823 TOTAL SYSTEM LOAD 1 21,918 COIL HTG. Latent CFM 2,695 1,188 0 0 2,695 PEAK Heating System Sensible Output perSystem 57,500 20,589 Total Output Btuh 57,500 Output Btuh/s ft 44.0 623 Cooling System 0 Output perSystem 57,5001 0 Total Output Btuh 57,500 0 Total Output ons 4.8 623 Total Output Btuh/s ft) 44.0 Total Output s ftfTon 272.8 1 21,836 Air System CFM perSystem 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 25HCB460/FE4BNF006 42,988 7,788 35,913 Alrflow cfm/s ft 1.53 Airflow cfm/Ton 417.4 Outside Alr % 0.0% Total Adjusted System Output 42,988 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 7,788 Aug 3 PM 35,913 Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS jAirstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 72 OF 72 OF 89 OF 89 OF Heating Coil Supply Fan 88 OF 2,000 cfm ROOM IN 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112!78°F Outside Air 0 cfm 78/65°F 78/65°F 58/57°F 58!57°F Cooling Coil Supply Fan 2,000 cfm 48.3 %I. 59 / 57 OF x----- -ROOM 78/64°F EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2011-01-03709:42:08 /D: Page 19 of 39 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name igliorino Residence Date 11512011 System Name HP 5 Floor Area 742 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 534 11,879 1,422 477 Return Vented Lighting 0 Return Air Ducts 483 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 0 Supply Air Ducts 483 TOTAL SYSTEM LOAD 1 12,8441 1,422 PEAK Heating System Sensible Output perSystem 35,800 8,680 Total Output Btuh) 35,800 Output Btuh/s ft 48.2 263 Cooling System 0 Output perSystem 35,800 0 Total Output Btuh 35,800 0 Total Output ons 3.0 263 Total Output Btuh/s ft 48.2 Total Output s ft/Ton 248.7 9,206 Air System CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Carrier 25HCB436/FE4BNF004 27,684 3,472 22,360 Airflow cfm/s ft 1.62 1 22,360 I Jan 1 AM Airflow cfm/Ton 402.2 Outside Air % 0.0% Total Adjusted System Output 27,684 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 3,472 Aug 3 PM 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 Outside Air Ar 0 cfm 72 of 72 of 89 of 89 of �1 G Heating Coil Supply Fan 89 OF 1,200 cfm Rc 0' M 72 of COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 78/64°F 78/64°F 57/56°F 57/56OF • ., Cooling Coil Supply Fan 1,200 cfm 45.4 % 11� 57 / 56 OF .,.ROOM in 78/64OF EnergyPro 5.1 by EnergySolf User Number. • 6712 RunCode: 2011-01-03709:42:08 ID: Page 20 of 39 • ROOM LOAD SUMMARY Project Name Migliorino Residence System Name HP 5 ROOM LOAD SUMMARY Zone Name Room Nan 2nd Story Casita 2nd Story Casita I * Total includes 1/5/2011 742 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK e Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible 1 534 11,8791 1,422 5341 11,8791 1,422 4771 8,680 PAGE TOTAL TOTAL ' 534 11,879 1,422 477 8,680 534 11,879 1,422 477 8,680 EnergyPro 5.1 by EnemySoR User Number., 6712 RunCode: 2011-01-03709:42:08 ID: Page 25 of 39 • C C ROOM HEATING PEAK LOADS Project Name Migliorino Residence Date 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS. Room Name Guestbedroom & Bedroom 1 Floor Area 735.0 f 2 Indoor Dry Bulb Temperature 72 OF Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 26 OF Conduction Area R-38 Roof(R.38.2x14.16) 735.0 X R-21 Wall (W. 19.2x6.16) 961.3 X Double Non Metal Tinted. 145.7 X Slab -On -Grade perm = 106.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction through an interior surface to Infiltration:[ 1.00 X 1.064 X 735 X Schedule Air Sensible Area Ceiling Fraction U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT *F 46 = 46 = 46 = 46 = = = = = = = = = = = = = = = = = = = = = = = = = — = = Page Total /60] X 46 AT Btu/hr 879 3,051 2,346 3,559 9,835 = 2,587 0.0260 0.0690 0.3500 0.7300 another room 10.00 X 0.431 Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 12,423 EnergyPro 5.1 by EnergySoft User Number.- 6712 Runcode: 2011-01-03T09:42:08 ID: Page 26o 174 ROOM HEATING PEAK LOADS Project Name . Date Migliodho Residence 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Formal Dining Time of Peak Jan 1 AM Floor Area 944.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 72 OF Conduction Area U -Value AT °F Btu/hr R-38 Roof(R.38.204.16) 944.0 X 0.0260 X 46 = 1,129 R-21 Wall (W. 19.2x6.16) 624.0 X 0.0690 X 46 = 1,981 Double Non Metal Tinted. 232.0 X 0.3500 X 46 = 3,735 Slab -On -Grade perim = 79.0 X 0.7300 X 46 = 2,653 X X = X X = X X = X X = X X = X X X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X X X = X X = X X X X X X = X X X X Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 9498 Infiltration:[ 1.00 X 1.064 X 944 X 11.00 X 0.392 /60] X 46 = 3,323 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 12,821 i EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-01-03T09:42:08 ID: Page 27 of 39 • L� ROOM HEATING PEAK LOADS Project Name Migliorino Residence Date 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom & Kitchen Floor Area 1,342.0 ft2 Indoor Dry Bulb Temperature 720F, Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 26 OF Conduction Area U -Value AT 1,342.0 X 0.0260 X 1,299.0 X 0.0690 X 401.0 X 0.3500 X 24.0 X 0.5000 X perim = 142.0 X 0.7300 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X through an interior surface to another room 1.064 X 1,342 X 12.00 X 0.360 /60] Area Ceiling Height ACH *F 46 = 46 = 46 = 46 = 46 = = = = = = = = = = = = = = = = = = = = = = = = = = Page Total X 46 AT Btu/hr 1,605 4,123 6,456 552 4,768 17,505 = 4,724 R-38 Roof(R.38.204.16) R-21 Wall (W. 19.2x6.16) Double Non Metal Tinted. Wood Door Slab -On -Grade Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X Schedule Air Sensible Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 22,228 I EnergyPro 5.1 by EnergySoft User Number.' 6712 RunCode: 2011-01-03709:42:08 ID: Page 28 of 39 r--1 L ---j • ROOM HEATING PEAK LOADS Project Name Migliorino Residence Date 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Owners Suite & Retreat Floor Area 1,032.0 ft2 Indoor Dry Bulb Temperature 72 OF Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 26 OF Conduction Area R-38 Roof(R.38.204.16) 906.0 X R-21 Wall (W. 19.2x6.16) 1,240.4 X Double Non Metal Tinted. 114.6 X Slab -On -Grade perim = 126.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction through an interior surface to Infiltration:[ 1.00 X 1.064 X 1,032 X Schedule Air Sensible Area Ceiling Fraction U -Value AT 0.0260 X 0.0690 X 0.3500 X 0.7300 X X X X X X X X X X X X X X X X X X X X X X X X X X X X another room 10.00 X 0.431 /60] Height ACH 'F 46 = 46 = 46 = 46 = = = = = = = = = = = = = = = — = = = —. = = = = = = = Page Total X 46 AT Btu/hr 1,084 3,937 1,845 4,231 11,097 TOTAL HOURLY HEAT LOSS FOR ROOM 14,729 EnergyPro 5.1 by EnergySoft User Number., 6712 RunCode: 2011-01-03T09.42:08 ID: Page 29 of 39 C • ROOM HEATING PEAK LOADS Project Name Migliorino Residence Date 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Office view tower Floor Area 275.0 ft2 Indoor Dry Bulb Temperature 72 OF, Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value AT *F R-38 Roof(R.38.204.16) 275.0 X 0.0260 X 46 R-21 Wall (W.19.2x6.16) 580.0 X 0.0690 X 46 Double Non Metal Tinted. 140.0 X 0.3500 X 46 R-19 Floor Crawlspace 275.0 X 0.0370 X 46 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total Infiltration: 1.00 X 1.064 X 275 X 10.00 X 0.431 /60] X Schedule Air Sensible Area Ceiling Height ACH AT Fraction = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr 329 1,841 2,254 468 4.892 = 968 TOTAL HOURLY HEAT LOSS FOR ROOM 5,860 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-01-03709:42:08 ID: Page 30 of 39 • C� J • ROOM HEATING PEAK LOADS Project Name Migliorino Residence Date 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Story Casita Floor Area 742.0 ft' Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area R-38 Roof(R.38.2x14.16) 742.0 R-21 Wall (W. 19.2x6.16) 909.5 Double Non Metal Tinted. 142.5 Items shown with an asterisk (`) denote conduction through an interior surface Infiltration:[ 1.00 X 1.064 X 742 X Schedule Air Sensible Area Fraction U -Value X 0.0260 X AT °F Btu/hr 46 = 887 46 = 2,887 46 = 2,294 = = = = = = = = = = = = = = = = = = = = = = = = = = = = Page Total 6,068 /60] X 46 = 2,612 AT X X X 0.0690 X X X 0.3500 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to another room 10.00 X 0.431 Ceiling Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 8,680 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-01-03T09:42:08 ID: Page 31 of 39 • F- -q RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Guestbedroom & Bedroom 1 Outdoor Dry Bulb Temperature 112 OF Floor Area 735.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.204.16) (N) 735.0 X 0.0260 X 56.0 = 1,070 R-21 Wall (W. 19.2x6.16) (N) 247.0 X 0.0690 X 23.0 = 392 R-21 Wall (W. 19.2x6.16) (E) 280.6 X ' 0.0690 X 33.0 = 639 R-21 Wall (W. 19.2x6.16) (S) 363.7 X 0.0690 X 26.0 = 652 R-21 Wall (W. 19.2x6.16) (iM 70.0 X 0.0690 X 33.0 = 159 X X = X X = X X = X X = Page Total 2,613 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 0-1 (E) 0.0 X 20.7 + 6.3 X 42.7 = 269 P-2 (E) 7.8 X 20.7 + 8.5 X 42.7 = 525 Q-3 (E) 7.7 X 20.7 + 12.3 X 42.7 = 684 R-4 (E) 0.0 X 20.7 + 16.8 X 42.7 = 717 115-5 (E) 39.5 X 20.7 + 0.5 X 42.7 = 840 S-6 (S) • 0.0 X 20.7 + 6.3 X 20.8 = 131 114-7 (VV) 23.5 X 20.7 + 16.5 X 42.7 = 1,192 X + X = X + X I - Page Total 1 4,358 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 40.22 X 34 = 1,692 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,483 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 40.22 X 0.00276 = 616 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,416 Ene Pro 5.1 by EnerqvSoft User Number. 6712 RunCode: 2011-01-03709:42:08 ID: Pa a 32 of 39 C RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Formal Dining Outdoor Dry Bulb Temperature 112 OF Floor Area 944.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range. 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.2x14.16) (N) 944.0 X 0.0260 , X 56.0 = 1,374 R-21 Wall (W.19.2x6.16) (N) 90.0 X 0.0690 X 23.0 = 143 R-21 Wall (W.19.2x6.16) (E) 189.2 X 0.0690 X 33.0 = 431 R-21 Wall (W.19.2x6.16) (S) 248.0 X 0.0690 X 26.0 = 445 R-21 Wall (W. 19.2x6.16) (149 96.8 X 0.0690 X 33.0 = 220 X X = X X = X X = X J X I I= Page Total 2,613 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 101-8 (E) 0.0 X 20.7 + 71.8 X 42.7 = 3,066 110-9 (I69 0.0 X 20.7 + 135.0 X 42.7 = 5,764 AG -10 (W) 0.0 X 20.7 + 6.3 X 42.7 = 269 AH -11 W 0.0 X 20.7 + 6.3 X 42.7 = 269 AJ -12 (1/109 0.0 X 20.7 + 6.3 X 42.7 = 269 AK -13 (I69 0.0 X 20.7 + 6.3 X 42.7 = 269 X + X - X + X - X +1 X = Page Total 9,906 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = E920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X. 1.16 X 51.66 X 34 = 2,173 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,212 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 51.66 X 0.00276 = 791 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,591 EnemvPro 5.1 by EnemySoft User Number: 6712 RunCode: 2011-01-03709:42:08 ID: Page 33 of 39 • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom & Kitchen Outdoor Dry Bulb Temperature 112 OF Floor Area 1,342.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range. 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.204.16) (N) 1,342.0 X 0.0260 X 56.0 = 1,954 R-21 Wall (W. 19.2x6.16) (N) 193.1 X 0.0690 X 23.0 = 306 R-21 Wall (W. 19.2x6.16) (NE) 66.2 X 0.0690 X 29.0 = 132 R-21 Wall (W. 19.2x6.16) (E) 252.0 X 0.0690 X 33.0 = 574 Wood Door (E) 24.0 X 0.5000 X 33.0 = 396 R-21 Wall (W. 19.2x6.16) (S) 523.0 X 0.0690 X 26.0 = 938 R-21 Wall (W. 19.2x6.16) 239.6 X 0.0690 X 33.0 = 546 R-21 Wall (W. 19.2x6.16) (NW) 25.1 X 0.0690 X 30.2 = 52 X J X = Page Total 4,899 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 108-14 (N) 0.0 X 20.7 + 108.0 X 20.7 = 2,239 G-15 (N) 0.0 X 20.7 + 14.9 X 20.7 = 309 109-16 (N) 0.0 X 20.7 + 48.0 X 20.7 = 995 H-17 (NE) 0.0 X 20.7 + 14.9 X 32.6 = 486 J-18 (NE) 0.01 X 20.7 + 14.9 X 32.6 = 486 D-19 (tM 0.0 X 20.7 + 92.7 X 42.7 = 3,958 E-20 W 0.0 X 20.7 + 92.7 X 42.7 = 3,958 F-21 (NW) 0.0 X 20.7 + 14.9 X 32.6 = 486 X +1 X = Page Total 12,917 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 73.43 X 34 = 3,089 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,425 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 73.43 X 0.00276 = 1,125 Air Sensible CFM ELA OW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,925 EnemvPro 5.1 by EnemySoft User Number. 6712 RunCode: 2011-01-03709.42:08 ID: Page 34 of 39 17J 0 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Owners Suite & Retreat Outdoor Dry Bulb Temperature 112 OF Floor Area 1,032.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 °F' Outdoor Daily Range. 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.2x14.16) (N) 906.0 X 0.0260 X 56.0 = 1,319 R-21 Wall (W.19.2x6.16) (N) 620.0 X . 0.0690 X 23.0 = 984 R-21 Wall (W. 19.2x6.16) (E) 100.0 X 0.0690 X 33.0 = 228 R-21 Wall (W. 19.2x6.16) (S) 298.4 X 0.0690 X 26.0 = 535 R-21 Wall (W. 19.2x6.16) (lM 222.0 X 0.0690 X 33.0 = 505 X X = X X = X X = X I X I I= Page Total 3,572 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr K-22 (N) 0.0 X 20.7 + 12.5 X 20.7 = 259 L-23 (N) 0.0 X 20.7 + 12.5 X 20.7 = 259 M-24 (N) 0.0 X 20.7 + 10.0 X 20.7 = 207 N-25 (N) 0.0 X 20.7 + 10.0 X 20.7 = 207 111-26 (S) 0.01 X 20.7 + 21.6 X 20.8 = 450 112-27 28.2 X 20.7 + 19.8 X 42.7 = 1,430 X + X - X + X - X +1 X - Page Total 2,812 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = E920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 56.47 X 34 = 2,375 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,279 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 56.47 X 0.00276 = 865 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,665 EnemvPro 5.1 by EnemySoft User Number- 6712 RunCode: 2011-01-03709:42:08 ID: Page 35 of 39 RESIDENTIAL ROOM COOLING LOAD SUMMARY ~ Project Name Migliorino Residence ROOM INFORMATION DESIGN CONDITIONS Room Name Office view tower Outdoor Dry Bulb Temperature Floor Area 275.0 ft2 Outdoor Wet Bulb Temperature Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: Opaque Surfaces R-38 Roof(R.38.204.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) IR- 19 Floor Crawlspace I Orientation (N) (N) (E) (S) Date 1/5/2011 112 OF 78 OF 34 OF Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = 275.0 0.0260 56.0 198.0 0.0690 23.0 140.0 0.0690 33.0 158.0 0.0690 26.0 84.0 0.0690 33.0 275.0 0.0370 19.0 0.0 20.7 48.0 20.8 0.0 20.7 4.0 I J I= 20.7 10.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration AV -28 AW -29 AX -30 AY -31 208-32 AL -33 AM -34 AN -35 AO -36 Orientation (N) (N) (N) (N) (S) (S) (S) (1/1`9 (►M Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X 1 X GLF = = = = = = = = = 0.01 20.7 4.0 20.7 0.0 20.7 10.0 20.7 0.0 20.7 4.0 20.7 0.0 20.7 4.0 20.7 0.0 20.7 48.0 20.8 0.0 20.7 4.0 20.8 0.0 20.7 10.0 20.8 0.0 20.7 4.0 42.7 0.0 20.7 10.0 42.7 Page Total Btu/hr 400 314 319 283 191 193 1,701 Btu/hr 83 207 83 83 999 83 208 171 427 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 15.05 X 34 = Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 8,9921 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 15.05 X 0.00276 = 230 Air Sensible CFM ELA AW • TOTAL HOURLY LATENT C C 71� RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Office view tower Outdoor. Dry Bulb Temperature 112 OF Floor Area 275.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range. 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. t. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr AP -37 (tM 0.0 X 20.7 + 4.0 X 42.7 = 171 AQ -38 I'm 0.0 X 20.7 + 10.0 X 42.7 = 427 AR -39 1149 0.0 X 20.7 + 4.0 X 42.7 = 171 AS -40 (119 0.0 X 20.7 + 10.0 X 42.7 = 427 AT -41 (M 0.0 X 20.7 + 4.0 X 42.7 = 171 AU -42 (lM 0.0 X 20.7 + 10.0 X 42.7 = 427 X + X - X + X - X 1 +1 X = Page Total 1,793 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 15.05 X 34 = 633 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 8,992 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 15.05 X 0.00276 = 230 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,030 Ene Pro 5.1 6 Ene Soft User Number: 6712 RunCode: 2011-01-03 709:42:08 ID: Page 37 of 19 • I RESIDENTIAL ROOM COOLING LOAD SUMMARY I Migliorino Residence 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Story Casita Outdoor Dry Bulb Temperature 112 OF Floor Area 742.0 ftZ Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Ranqe: 34 OF Orientation R-38 Roof(R.38.204.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) R-21 Wall (W. 19.2x6.16) Eq(N) Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = 742.0 0.0260 56.0 271.5 0.0690 23.0 303.0 0.0690 33.0 240.0 0.0690 26.0 95.01 0.0690 33.0 342 0.0 8.0 X 42.7 = 342 0.01 9.0 X 42.7 = 384 0.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1.. Cooling Load Temperature Difference (CLTD) Fanaetratinn AZ -43 U-44 V-45 W-46 X-47 Y-48 Z-49 AA -50 AB -51 Arientatinn (N) (E) (E) (E) (E) (E) (E) (E) (E) Btu/hr 1,080 431 690 431 216 I 2,8481 Shaded Area GLF X 20.7 X 20.7 X 20.7 X 20.7 X 20.7 X 20.7 X 20.7 X 20.7 X 1 20.7 + + + + + + + + +1 Unshaded Area GLF Btu/hr 0.0 13.5 X 20.7 = 280 0.0 8.0 X X 42.7 = = 342 0.0 8.0 42.7 342 0.0 8.0 X 42.7 = 342 0.01 9.0 X 42.7 = 384 0.0 9.0 X 42.7 = 384 0.0 9.0 X 42.7 = 384 0.0 9.0 X XI 42.7 = = 384 0.0 8.0 42.7 342 Page Total 3,183 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu 1,600 Infiltration: 1.064 X 1.16 X 40.60 X 34 = 1,708 Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,8791 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 40.60 X 0.00276 = 622 Air Sensible CFM ELA AW lei TOTAL HOURLY LATENT HEAT L. L El RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Migliorino Residence 1 1 1/5/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Story Casita Outdoor Dry Bulb Temperature 112 OF Floor Area 742.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF • Btu/hr AC -52 (E) 0.0 X 20.7 + 8.0 X 42.7 = 342 AD -53 (E) 0.0 X 20.7 + 8.0 X 42.7 = 342 AI -54 (S) 0.0 X 20.7 + 22.5 X 20.8 = 468 201-55 (S) 0.0 X 20.7 + 22.5 X 20.8 = 468 X + X = X + X - X + X - X + X - X + X - Page Total1,620 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 40.60 X 34 = 1,708 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,879 Latent Gain Btu/hr Occupants i 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 40.60 X 0.00276 = 622 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,422 EnemvPro 5.1 by EnemySoft User Number. 6712 RunCode: 2011-01-03709:42:08 ID: Page 39 of 39 dden En in Kiri Sla -g ._ . need g 77-725 Enfield Lane, Suite 100; P "alai Desert; CA 92211 (760) 772-3893 Fax (760) 772.3895 6782 Stanton Avenue, Suite A, Buena Park, Ck90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845=7743 Fax (951) 845-9863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 August 19, 2010 Mr. & Mrs. Robert & Mary Migliorino . 81. Eleven Levels Road Ridgefield, Connecticut 06877 Project: Custom Residence Lot 317 - The Hideaway La Quinta, California Subject: Geotechnical Update 1) A Project No. 544-1.0146 10-08-193 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE :2 Zo 11 BY Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESS) dated April 11, 2001; File No. 08199-01, Report No. 04-04-718. Report of Testing and Observation during Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-1.0-647 As requested, we have reviewed the above referenced geotcchnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at Lot 317 within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a .relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of, the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Observations and Testing During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. �CEg�E Q.J NOV 24,2010 August 19, 2010 -2- Project No. 544-10116 10-08-193 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously assumed building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to.a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressure may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundation and passive resistance along the sides of the. footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2007 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. if a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2007 California Building Code (CBC). Sladden .Engineering August 19, 2010 -3- Project No. 544-10146 10-08-193 The seismic design category for a structure maybe determined in accordance with Section 1613 of the 2006 IBC or ASCE7. According to the 2006 IBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1h second. This assumption should be verified by the project structural engineer. The 2007 C8C Seismic Design Parameters are summarized on the following page. occupancy Category (Table 1604.5):11 Site Class (Table 1613.5.5): D Ss (Figure 1613.5(3)):1.508 S1(Figure 1613.5(4)): 0.60g Fa (Table 1.613.5.3(1)):1.0 Fv (Table 16'13.5.3(2)):1.5 Sms (Equation 16-37 { Fa X Ss}):1.50g Sm1 (Equation '16-38 JFv X S11): 0.90g SDs (Equation 16-39 (2/3 X Smd):1.00g Sm (Equation 16-40 (2/3.X Sm1)): 0.608 Seismic Design Category based on SDs (Table 1613.5.6(1)): D Seismic Design Category based on SW (Table 1613.5.6(2)): b if you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINUI Brett 1.. Anderson Principal Engineer SER/gl No. C 45399 _ Exp. 9.30-2010 Copies: 2/ Mr. & Mrs. Robert & Mary M:igliorino 2/ South Coast Architects Sladden Engineering Infratech,Quartz Infrared Comfort Heaters Products I N F RAT EC C A" F Q R T w -series single element heaters With a variety of sizes to choose from, it is important to select the proper W -Series single element heater in order to provide the coverage and intensity necessary for optimum comfort. Some home or business owners may need to use multiple heaters, in order to completely cover larger areas. W -Series heaters range from 1,500 to 4,000 watts. MODEL LENGTH WATTS CONTROL OPTIONS VALUE or SOLID STATE W-15 33" 1,500 Mor E, N1+0 W-20 39" 2,000 T or ff= + ,;II 1 W-25 39" 2,500 or , +[3 W-30 61 1/4" 3,000 or +� W-40 61 1/4" 4,000 +1A Q On/Off Switch 0 Main Relay Input Regulators Analog Control Control Panel 171 Specifications Sheet COLOR OPTIONS http://www.infratech-corp.com/comfort/product.s/wseries.php Page 1 of 2 different spaces have different needs. You may require multiple heaters for coverage in areas larger than those noted above. Contact us to learn more about which models may be best for you. To find out more about which heating solution is right for your needs, click here to get started. Navigate Products \ W -Series Heaters \ WD -Series Heaters \ SL -Series Slimline Heaters \ Controls \ Custom 1.2/15/2010 A Ki ' Traffic Topping Master Spec. 07570 TABLE OF CONTENTS PART 1. GENERAL 1.1 Reference 1.2 Work Summary 1.3 Quality Assurance - 1.4 Submittals 1.5 Product Delivery & Storage 1.6 Job Conditions PART 2. PRODUCTS 2.1 General 2.2 Deck Coating 2.3 Related Materials PART 3. :XECUTION 3.1 Condition of Surfaces 3.2 Preparatior 3.3 Flashings - Fluid Applied 3.4 Primer & Detail Work 3.5 System 5000 Options 3.6 Cleaning PART 4. 'PONSTRUCTION OF PLYWOOD DEC(S PART I GENERAL 1.1 REFERENCE If the fallowing paragraphs arE used, edit the optional phrases and, if necessary, the complete paragraphs, to agr:e with word- ing used it similar paragraphE of other Sections of the Project Specifications. A. Requirements established within the portions of this Project Manual titl;d ["Conditions of khe Contract"] [and- [Division 1, General Rcquirements,] are collectively applice-ble to work required of this Section. 1.2 WORK SUMMARY A. Provide lator, materials, equipment and supervislan necessary to complete the fluid applied [vehicular] [pedestri on] [mechan- ical room] deck coating work. Use the following sub -paragraphs if more than one deck coat- ing system is to be used and edit so that application areas are properly described. If the following is to be used, move the line fragment "including the following" up to complete the last line preceding the paragraph. including the following: 1. ELASTO-DECKTA9 5000 TC System shall be installed 0 [as indicated on Drawings.] 0 [at ] Install the 3 parts of this system as follows: 1a. Parking and pedestrian areas 0 [as indicated on Drawings.] 0 [at ] 1b. Driving aisles and ramps and all other areas [ O [as indicated on Drawings.] O [at ] 2. ELASTO-DECK'm 5000 PDS System shall be installed O [as indicated on Drawings.] O [at ] 2a. Parking and pedestrian areas 0 [as indicated on Drawings.] 0 [at ] 2b. Driving aisles (except high radius turns) 0 [as indicated on Drawings.] 0 [at ] 2c. Ramps, entrances, exits, high radius turns, ticketing machines, pay booths 0 [as indicated on Drawings.] 0 [at ] (3"ECASTO=DECKim' 5000-X2:Syst6im—shall:be,inst5lled:) 0 [as indicated on Drawings.] 0 [at ] 4. ELASTO-DECKTm 5000 WDA System shall be installed O [as indicated on Drawings.] O [at ] 6. ELASTO-DECKTM 5000 MR System shall be installed 0 [as indicated on Drawings.] 0 [at ] Pacific Polymers International, Inc. an I'Mcompany 12271 Monardi St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 9 http://www.gac of .com Edit from and add to the following list cautiously. Wording in any Section whose work influences, or is influenced by, this Section should be carefully evaluated to assure complimentary conditions exist. 1. Expansion Joints: Section 03250 2. Cast -in -Place Concrete: Section 03300 3. Concrete curing: Section 03370 4. Metal Decking: Section 05310 5. Nails, Screws, Fasteners and Adhesives: Section 06050 6. Plywood Decking: Section 06115 7. Parking & Traffic Control Markings: Section 02600 8. Metal Flashings: Section 07600 1.3 QUALITY ASSURANCE A. Qualifications: Manufacturer of the coating system[s] shall have a minimum of 5 years experience in the manufacture of fluid applied deck coatings. The System Applicator shall be licensed by the Manufacturer and shall have a minimum of 5 years experience in application of fluid applied deck coatings. See Certifications requirements specified under "Submittals" article of this Section. 1.4 SUBMITTALS O [No submittals required] O [Submit: ] Edit the following paragraphs to properly describe submittals and procedures required. In compliance with O [Section 013001 O [General and Supplementary General Conditions] provide submittals identified in the following paragraphs. O Samples: Submit samples of coating system[s] applied to 1/4" plywood or similar rigid base. Submit one sample of each color coating to be used. O Manufacturer's Literature: Submit complete Manufacturer's litera- ture and technical data for the deck coating system(s) proposed. O Certification: Submit, via Contractor's transmittal, properly identified with Project Name, location and date, certification of Manufacturer's and Applicator's compliance with requirements of "Quality Assurance" article of this Section. O Evidence of compliance for both Manufacturer and Applicator shall include a list of at least 5 projects of a similar nature which have been installed during the last 5 years. O Applicator's Certificate: Submit copy of Licensed Applicator Certificate issued by Manufacturer. O Maintenance Manual: Upon completion of the work required by this Section, Submit one Maintenance Manual, identified with Project Name, location and date; type of coating material applied; and, surfaces to which system was applied, including sketches where necessary. O Include recommendations for periodic inspections, care and main- tenance. Identify common causes of damage with instructions for temporary patching until permanent repairs can be made. O See also specimen guarantee attached to this document. O Guarantee: Upon completion and acceptance of the work required by this Section, submit an executed copy of the manufacturer's guarantee. 1.5 PRODUCT DELIVERY AND STORAGE A. Deliver materials to jobsite in sealed, undamaged containers. Each container shall be identified with material name, date of manufacture and/or lot number. 1.6 JOB CONDITIONS A. Install coating materials under conditions where all of the fol- lowing conditions are met: 1 Concrete has not been treated with any substance which will adversely affect adhesion or performance. 2. Rain is not anticipated within 8 hours of application, 3. Substrate surface temperatures are above 40°F. (50C.) and lower than 110°F. (440C.). 4. Positive ventilation for interior applications can be continuous- ly supplied throughout application period and 8 hours after. 5. Open fires and spark producing equipment are not, and will not be, in application area until vapors have dissipated. B. Post 'No Smoking' signs in area during and for at least 8 hours following application period. C. Strictly adhere to special requirements of Manufacturer as modified by applicable rules and regulations of local, state and federal authorities having jurisdiction. PART 2 PRODUCTS 2.1 GENERAL 1. Components shall be products of a single approved Manufacturer, or shall be certified by the approved Manufacturer as compatible with components produced by him. 2.2 DECK COATING O Coating material shall be polyurethane elastomer based, meet- ing or exceeding minimum physical properties listed in the table on page 7, and capable of producing a seamless, water- proof, traffic bearing deck coating resistant to fuels, oils, sol- vents and cleaning compounds. O Color of top coating shall be [concrete grey] [aluminum grey] [limestone] [tan] [black] [beige] [off-white] [other] and installed as indicated on Drawings]. O If in compliance with this Specification, the following systems will be acceptable: O Manufacturer: Pacific Polymers, Inc., 12271 Monarch Street, Garden Grove, CA 92841 (714) 898-0025. O ELASTO-DECK'm 5000 TC System (Traffic Compensated) O ELASTO-DECK'm 5000 PDS System (Spatter Coat Finish) O ELASTO-DECKTm 5000 X2 System (Pedestrian) O ELASTO-DECK'm 5000 WDA System (Pedestrian) O ELASTO-DECK'm 5000 MR System (Mechanical Room) O [Manufacturer ] O [Manufacturer ] Pacific Polymers International, Inc. an 17Wcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 • htto://www.nacnolv.com o Copyright 2008,io .r 2.3 RELATED MATERIALS 1. Sealant: \ 230 or \ 227. Do not specify silicone sealants 2. Backer Rod: Expanded polyethylene rod equal to "Ethafoam" by Dow Chemical. 3. Flashing Tape: Woven glass cloth tape, commercial grade. 4. Sheet Flashing: .050" thick, precured, commercial grade neoprene. 5. Aggregate: Cleaned and graded silicon carbide, 20 mesh; 24 mesh silica sand, commercially prepared ground walnut shells, as recommended by approved coating Manufacturer. PART 3 EXECUTION 3.1 CONDITION OF SURFACES Edit following paragraphs to indicate the types of substrate conditions. Verify that requirements of other Sections do not conflict with following paragraphs. O Before coating work is commenced, surface shall be reinspect- ed and treated as necessary to remove laitance, loose material on the surface, grease, oil and other contaminants which will affect bond of the coating. Surfaces shall be left free of con- taminants. Broom and vacuum clean. O A 'mat test' is required, accomplished by placing a 2' x 2' non - breathing rubber or vinyl mat directly onto the substrate. The edges of the mat are to be taped to the surface. The mat is removed after a minimum of 4 daylight hours. If there is no vis- ible condensate, the Applicator may begin coating operations. O Descriptions for plywood surfaces should be deleted if there are no plywood substrate surfaces on this Project. O Concrete surfaces shall be visibly dry and pass a 4 -hour rub- ber mat test (no condensate) prior to application of coating system. Mat shall be taped to deck on all sides. O Verify that only sodium silicate based curing compounds are used to cure concrete in coating areas. O Metal surfaces shall be dry, clean, free of grease, oil, dirt, rust and corrosion, other coatings and contaminates which could affect bond of coating system, and without sharp edges or off- sets at joints. O Plywood decks shall be dry, clean, sound and well nailed and/or glued, free of voids and without offsets at joints. Ensure that all nail heads are driven flush with surface. Plywood edges shall be tongue and groove or supported on solid lumber fram- ing or blocking to prevent differential deflection of the panels. O Commencement of coating installation implies acceptance of that surface area, as it regards the suitability of the surface to accept the coating systems. 3.2 PREPARATION 1. Thoroughly clean all surfaces to receive coating materials in strict compliance with Manufacturer's written instructions and recommendations. Remove oil and grease with a commercial grade alkaline cleaner; thoroughly rinse and dry. Prepare all concrete surfaces by sandblasting, blast tracking, or by etching with a 10-15% solution of muriatic acid. Flush all acid with clean water and allow to dry. 2. Rout or sawcut all cracks exceeding 1/16" in width and caulk with sealant, in accordance with approved coating Manufacturer's recommendations. 3. See Appendix "A" for reference to special condition on precast deck with topping or leveling slab. 4. Caulk all expansion, control and construction joints to be over - coated by deck coating with coating Manufacturer's sealant. 5. Protect adjacent surfaces with drop cloths or masking as required. 3.3 FLASHINGS 1. Provide fluid applied flashings at all locations where a horizontal sur- face abuts a vertical surface and at all deck penetration as specified. 2. At locations of potential high movement such as wall/slab intersections which are not structurally and rigidly connected, provide 10" min. width of precured sheet flashing or reinforce coating with one layer of uncoated, woven fiberglass cloth. Where sheet flashings are used, they shall be free or unbonded to the substrate within 2" vertically and horizontally from meet- ing angle but shall be fully bonded for not less than 2" on ver- tical surface and 4" on horizontal surface. Do not use precured sheet flashings over expansion joints in horizontal surfaces. 3. At projections through deck coatings such as posts, vents, pipes, stanchions, railings and similar locations of potential slight movement, provide a 1/4" bead of coating Manufacturer's recommended sealant. Tool sealant to form a cove and allow to cure before overcoating. 3.4 PRIMER & DETAIL WORK 1. Primer: Prime all concrete, masonry and metal surfaces. Apply primers at coating Manufacturer's recommended rate. Concrete prime coat shall be allowed to completely dry but shall not be applied more than 8 hours preceding application of deck coat- ing. Metal prime coat may be applied up to 1 hour prior to application of deck coating. 2. On concrete which has not cured for 28 days, but which must be coated, use Elasto-Poxy Concrete Primer applied at the rate of 300 sq. ft. per gallon. Mix only for use over a 2 hour period (max.). Install deck coating base coat on the same day and with- in 4 hours following application of the primer. Allow primer to become slightly tacky to the touch before installing base coat. 3. Apply 25 mil dry film thickness of base coat material over all flashings (sheet flashings, sealant coves and rigid corners). Extend coating 2" beyond flashing out onto adjacent deck sur- face. Unless otherwise indicated on Drawings or where limited by height of base, extend coating a minimum of 1" above the top of the flashing and terminate in a neat straight line. Use masking tape for such purposes. 4. Apply 25 mil dry film thickness of base coat material over and for a distance of 1-1/2" on each side of all cracks. 5. Do not specify coating to extend over any joints larger than 1" nominal width and/or any joints which may move in excess of 25% of nominal dimension. This requirement shall apply to detail coatings as well as deck coatings. In order to provide for Pacific Polymers International, Inc. an 17Wcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 , htt ://www. ac of .com @ Copyright 00 0: .e aesthetic continuity it is allowable to specify a 'paint' coat of the top coating material to be applied over the cured joint. 6. Apply 25 mil dry film thickness of base coat material over and for a distance of 2" on each side of all expansion joints, con- trol joints and construction joints to be coated. 7. The table on page 7 shows the number of coats, mil thickness- es of each coat and aggregates for the different types of deck coating systems. It is included to provide the Specifier with a comprehensive presentation of the various types of deck coat- ing systems included in this document. Review the table with respect to the system or systems to be specified and edit the following articles as to coating type and thickness. 3.5 APPLICATION - ELASTO-DECKTM 5000 TC A. Parking and Pedestrian Areas: 1. Base Coat: Apply ELASTO-DECKTm 5001 at the rate of 60 sq. ft. per gallon to produce a 25 mil dry film thickness. Coating may be installed with squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) and/or relative humidity less than 50%, extend curing time. 2. Top Coat: Apply ELASTO-GLAZE'm 6001 at the rate of 66 sq. ft. per gallon to produce a 15 mil dry film thickness. Coating may be applied by squeegee or spray. While coating is in a fluid con- dition, broadcast 20.24 mesh silicon carbide grit at the rate of 5- 7 lbs./100 sq. ft. and backroll to ensure even distribution of the grit. Allow to cure 16 hours min. At temperatures less than 75°F. (24°C) and/or humidity less than 50%, extend curing time before allowing any traffic. At least 72 hours total cure time should elapse before admitting vehicular traffic. B. Traffic Aisles: 1. Base Coat: Apply ELASTO-DECKTm 5001 at the rate of 45 sq. ft. per gallon to produce a 30 mil dry film thickness. Coating may be applied by squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (24°C.) and/or humidity less than 50%, extend curing time. 2. Top Coat #1: Apply ELASTO-GLAZETM 6001AL at the rate of 100 sq. ft. per gallon to produce a 10 mil dry film thickness. Coating may be applied by squeegee and backroll or spray. While coating is in a fluid condition broadcast approved aggre- gate at the rate of refusal (completely bury top coat in grit). Allow to cure overnight and remove excess grit. 3. Top Coat #2: Apply ELASTO-GLAZETm 6001AL at the rate of 100 sq. ft. per gallon to produce a 10 mil dry film thickness. Coating may be applied by spray or roller. Thinning of the coating material is not permitted. Regardless of how applied, coating shall be back - rolled to provide an even and consistently thick finish coat. Allow to cure 16 hours min. At temperatures less than 75°F. (24°C.) and/or humidity less than 50% extend curing time before allowing any traffic. At least 72 hours total cure time should elapse before admitting vehicular traffic. In the turning radius, ramps, entrances and exits and other very high wear traffic areas, it is advised to apply the ELASTO-GLAZE'm 6001AL Top Coat #1 (Broadcast Coat) at a rate of 66 ft. 2/gallon for a 15 dry mil thickness. 3.5 APPLICATION - ELASTO-DECKTM 5000PDS A. All Areas: 1. Base Coat # 1: Apply ELASTO-DECKTM 5001 at the rate of 60 sq. ft. per gallon to produce a 25 mil dry film thickness. Coating may be installed with squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (24 deg.C.) and/or relative humidity less than 50%, extend curing time. 2. Base coat #2: Apply ELASTO-DECKTm 5001 at the rate of 60 sq. ft. per gallon to produce a 25 mil dry film thickness. Coating may be installed with squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (24°C) and/or relative humidity less than 50%, extend curing time. 3. Top Coat #1: Apply ELASTO-GLAZIIN 6001AL at the rate of 100 sq. ft. per gallon to produce a 10 mil dry film thickness. Coating may be applied by squeegee and backroll or spray and backroll. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) and/or humidity less than 50%, extend curing time before allowing any traffic. 4. Top Coat #2 (Spatter Coat): Apply ELASTO-GLAZETm 6001 S at the rate of 100 sq. ft per gallon to produce a 10 mil average dry film thickness. While coating is in a fluid condition, broadcast 20-24 mesh carbide at the rate of 7 lbs./100 sq. ft. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) and/or humidity _less than 50%, extend curing time before allowing any traffic. At least 72 hours total cure time should elapse before admitting vehicular traffic. 3.5 APPLICATION - ELASTO-DECKTm 5000X2 1. Base Coat #1: Apply ELASTO-DECKTm 5001 at the rate of 60 sq. ft per gallon to produce a 25 mil dry film thickness. Coating may be installed with notched trowel or squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) and/or humidity less than 50%, extend curing time before allowing any traffic. 2. Base Coat #2: Apply ELASTO-DECKTm 5001 at the rate of 60 sq. ft. per gallon to produce a 25 mil dry film thickness. Coating may be installed with notched trowel or squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (24°C) and/or humidity less than 50%, extend curing time before allowing any traffic. 3. Top Coat #1: Apply ELASTO-GLAZE Tm 6001 AL at the rate of 100 sq. ft. per gallon to produce a 10 mil dry film thickness. Coating may be installed with notched trowel or squeegee and backroll or spray. While coating is in a fluid condition, broad- cast aggregate at the rate of refusal (completely bury the top coat in grit). Allow to cure overnight and remove excess grit by sweeping, air blast or vacuum. 4. Top Coat #2: Apply ELASTO-GLAZETm 6001 AL at the rate of 100 sq. ft. per gallon to produce a 10 mil dry film thickness. Allow to cure 16 hours min. At temperatures less than 75 deg./. F. (240C.) and/or humidity less than 50%, extend curing time before allowing any traffic. At least 48 hours total cure time should elapse before admitting heavy foot traffic. Pacific Polymers International, Inc. an 17Wcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 9 htto://www.gacoalv.com Jil 3.5 APPLICATION - ELASTO-DECKrm 5000WOA 1. Base coat: Apply ELASTO-DECKTm 5001 at the rate of 45 sq. ft per gallon to produce a 30 mil dry film thickness. Coating may be applied by notched trowel or squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) extend curing time. 2. Top Coat # 1: Apply ELASTO-GLAZE'm 6001AL at the rate of 100 sq. ft per gallon to produce a 10 mil dry film thickness. Coating may be installed with notched trowel or squeegee and backroll or spray. While coating is in a fluid condition, broad- cast approved aggregate at the rate of refusal (completely bury the top coat in grit). Allow to cure overnight and remove excess grit by sweeping, air blast or vacuum. 3. Top Coat #2: Apply ELASTO-GLAZET"" 6001AL [pigmented] [clear] at the rate of 100 sq. ft per gallon to produce a 10 mil dry film thickness. Allow to cure 48 hours min. At tempera- tures less than 75°F. (24°C.) and/or humidity less than 50%, extend curing time before admitting any traffic. 3.5 APPLICATION - ELASTO-DECKTm 5000MR 1. Base Coat: Apply ELASTO-DECKTA4 5001 at the rate of 60 sq. ft. per gallon to produce a 25 mil dry film thickness. Coating may be installed with notched trowel or squeegee and backroll or spray. Allow to cure 16 hours min. At temperatures less than 75°F. (240C.) extend curing time. The use of non-skid aggre- gate in the System 5000 MR is optional. If the floor will gen- erally be dry and the traffic very occasional, you may wish to eliminate the aggregate. Edit the following paragraph to meet job requirements. 2. Top Coat: Apply ELASTO-GLAZET"' 6001AR at the rate of 100 sq. ft per gallon to produce a 10 mil dry film thickness. While the coating is in a fluid condition, broadcast approved aggre- gate at the rate of 7 lbs. per 100 sq. ft. Backroll the coating immediately following the application of grit to ensure even dispersal and encapsulation of the grit. Allow to cure 24 hours min. before admitting any pedestrian traffic. At temperatures less than 75°F. (240C.) and/or humidity less than 50%, extend curing time. Allow 4 days cure before placing mechanical room in service. 3.6 CLEANING 1. If an ELASTO-DECK'm system is damaged, it can be repaired by cleaning the surface with Acetone and recoating it with the same system. Use only cleaning solvents and detergents which are approved by coating Manufacturer and in compliance with reg- ulations of local, state and federal agencies having jurisdiction. 2. Clean stains from adjacent surfaces with approved cleaning agent. 3. Remove all construction barricades, debris and other items of work, including empty containers, from the Project site. 4. Remove foreign matter from finished coating surfaces. END OF SECTION 07572 NOTES TO ASSIST COORDINATION WITH WORK OF OTHER SECTIONS GENERAL A. Employ caution and good engineering practice in design of substrates. Excessive movement of substrate can create shear failures in any coating/membrane system. Joints must be sup- ported with dowels or other devices to eliminate differential deflection between panels. B. Finishing: In accordance with requirements established within Division 3, concrete surfaces to which coating is applied shall receive a finish equivalent to a trowel finish complying with ACI 301-72, para. 11.7.3, except that hand troweling is not required, and followed by a fine hair broom to very lightly score the surface. Concrete Sections shall require removal of fins, ridges and other protrusions and patching of voids. C. Curing Time: All concrete to receive deck coatings must be in place for 28 days (min.). If a deck must be coated prior to full 28 day cure, consult with Licensed Applicator or Manufacturer regarding the use of Elasto-Poxy Primer. There will be a slight premium charge for the use of this procedure. Note that Elasto- Poxy Primer must also be used on decks cast in permanent metal pans or on split slabs with sheet or fluid applied membranes. D. Curing Methods: To assure adequate bonding of coating mate- rial, water curing is recommended. Sodium silicate based cur- ing compounds are generally acceptable in lieu of water cure. Oil, wax or silicone based compounds are not acceptable. Specifier should verify the specific requirements of each approved Coating Manufacturer and assure that curing require- ments specified are acceptable to all. E. Precast Concrete: Tooled joints shall be provided in leveling slab directly over joints between precast members (including ends), to act as crack control joints. Sawcutting of 'green' con- crete may be substituted for tooling of joints. Such sawcuts must be 1" minimum in depth. 4. CONSTRUCTION OF PLYWOOD DECKS A. All plywood shall be identified as conforming to U.S. Product Standard PS 1-74 by the grade trademarks of the American Plywood Association. All plywood to receive deck coatings shall meet or exceed requirements for A -C plugged, Exterior Grade insofar as such grades govern face veneer inner ply adja- cent to face veneer and sanding. B. Installation: Unless more stringent requirements are indicated on the Drawings or required by governing building code, installa- tion of plywood shall be in accordance with recommendations of the American Plywood Association. Panel edges shall be tongue and groove or supported on solid lumber framing or blocking to prevent differential deflection. Space panels 1/16" at both ends and edges. Where wet or humid conditions are expected, these spacings may be increased (as much as doubled). Where adhe- sive is used to bond panel edges and ends, 'squeeze -out' shall Pacific Polymers International, Inc. - an 17Wcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 • http://www.gacgoly.com 0 Copyright 2008, Pacific be struck smooth and slightly concave at all of the joints. It is suggested that a polyurethane adhesive/sealant be specified for such bonding purposes. Nailing: Use annular ring or spiral shank common nails, 6d for 5/8" and 3/4" plywood and 8d for 7/8", 1", 1-1/8" and 1-1/4" plywood. Space nails 6" on center along panel edges and 10" on center along intermediate supports. Protection: Protection of the deck during construction and preparation of joints between panels shall be in accordance with the recommendations of the coating system manufacturer. This Master Specification is prepared by Pacific Polymers in order to assist you in the preparation of your Project Specification. Pacific Polymers does not attest to the com- pleteness or accuracy of this document as an architectural or engineering specification and advises you to be very careful in editing this document to assure that no errors or omissions are committed. The performance and procedural information regarding ELASTO-DECK'm Products is accurate at the time of printing the document and we will use our best efforts to keep it up to date. If you have questions, please call us at (714) 898-0025 for clarifications. EQUIPMENT AND SUPPLIES: The following equipment is only a general list. Additional equipment may be required, depending upon the project requirements and local conditions. PROTECTIVE GEAR: • Safety Shoes and Overalls • Suitable Hand, Eye, and Ear Protection • Approriate Face Masks • Hardhats and Harnesses SURFACE PREPARATION: • Beadblasting, Shotblasting, or Sandblasting Equipment • Alkaline Cleaner to Remove Oils and Greases • 10-15% Solution of Muriatic Acid for Acid Etching • Vacuums, Blowers, and Brooms APPLICATION: • Dropcloths and Masking Materials • Brushes, Rollers, Trowels, and Squeegees • Spray Equipment CLEAN-UP: • See each product's documentation for correct materials LIMITATIONS: Containers that have been opened must be used up within one or two days since ELASTO-DECK'm is a moisture -reactive mate- rial. It sets up when exposed to air. DECORATIVE FINISHES AND COLORS: All 42 colors are available for deck coatings that employ ELAS- TO-GLAZE'm 6001AL as a top coat (see website). TECHNICAL SERVICES: All of the latest updates to product data and specifications are avail- able at the company website. Since product data and specifications change, it is the users responsibility to make certain the most cur- rent versions of product data and specifications are being used. MAINTENANCE: Since, as with all deck coatings, the topcoat is subject to staining by such foreign matter as nitrates, fertilizers, hard water, and other substances, it must be maintained. Please refer to the Maintenance Manual for proper maintenance procedures. The manufacturer is not liable for staining caused by hard water deposits, nitrates, fertilizers and other foreign matter. WARNINGS AND HAZARDS: Before using the products, always refer to MSDS for important warnings and safety information. Use only in areas with adequate ventilation. Avoid breathing vapors. Keep away from heat and flame. Avoid contact with eyes and skin. In the event of skin con- tact, remove immediately and wash with warm, soapy water. Wear suitable eye protection. Always wash hands before eating. AVAILABILITY AND COST: ELASTO-DECK'm systems are supplied through building material dealers. Prices vary with quantity and packaging. Quotations are made on request. These products are designed and manufactured to be installed by professional installers familiar with surface preparation and application procedures. All others should consult a professional installer; those who choose to install these products without professional assistance do so at their own risk. PRODUCT WARRANTY: Satisfactory results depend not only upon quality products but also upon factors beyond our control; methods of application and site conditions are examples of such factors and can affect product per- formance. This warranty consequently extends only to products installed in strict accordance with the manufacturer's specifications. It is the users responsibility to satisfy himself, by his own informa- tion and tests, of the suitability of the product for his own intended use; user assumes all risk and liability resulting from his use of the product. The substrate to which the product is applied must be sound structurally and otherwise. Structural or substrate failures or imperfections resulting in damage to or failure of the product are not covered by this warranty. Since the use of the product is beyond the control of the manufacturer, the manufacturer assumes no liability for misapplication and misuse of the product. This warranty does not cover consequential damages, nor does it cover the labor atten- dant to replacing product in the event of a product failure. The war- ranty only extends to replacement of the product itself. All products proven to be defective in manufacture will be replaced at no charge. Since the use of these products is beyond our control we cannot assume any risk or liability for results obtained, nor can we accept damage in excess of the purchase price of these products. Pacific Polymers i17Wcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 + htt ://www. ac of .com C is :! PROPERTY PROCEDURES BASE COAT TOP COAT Tensile Strength See Note 1 A.S.T.M. D-412 975 psi 2,600 psi ± 10% Elongation See Note 1 A.S.T.M. D-412 825% 200% ± 10% Adhesion (peel strength on primed concrete) A.S.T.M. D-903 90 pli 210 pli Moisture Vapor Transmission A.S.T.M. E96-66 Procedure (a) 15 mil (0.015")(.38mm) dry film Procedure (b) 30 mil (0.30")(.76mm) dry film Cured 7 days at 77° F (25°C) and 50% RH Abrasion 3.7 perms ± 0.6 2.4 perms ± 0.4 ASTM C 501 No change of weight 0.8 perms ± 0.13 N/A No change of weight 30 mil dry film on 4" x 4" (10cm x 10cm) metal, CS -17 wheel, 1000 rev. with 1000 grams weight (Fire resistance - _ ASTM E108 (U.L. 790) System is rated Class "A° on non=combustible substrate-) Shelf Life 6 months 6 months (when stored indoors in cool and dry location at 77°F (25°C) in unopened containers) Note 1: Die "C" Pulled at 20 ipm. Base coat tests conducted on deaerated 40 mil (1mm) dry film, top coat tests conducted on deaerat- ed 10 mil (0.25 mm) dry film, cured for 7 days at 77°F. (250C.) at 50% relative humidity. TC System Parking / Pedestrian 25 NA 15 NA Aisles 30 NA 10 10 PDS System 25 25 10 • 10 avg. X2 System 25 25 10 10 WDA System 30 NA 10 10 MR System 30 NA 10 NA AGGREGATES: • 20 Mesh Monterey Sand • 20-24 Mesh Aluminum Oxide or Silicone Carbide Grit • PACPOLY FLEXTA4 Rubber Granules Pacific Polymers International, Inc. an /Mcompany 12271 Monarch St., Garden Grove, CA 92841 USA Phone: 714.898.0025 • Fax: 714.898.5687 htt ://www. ac of .com 0 Copyright 2008, Pacific Polymers International Inc., 3/08 r ELASTO-DECK 5000 X2 POLYURETHANE DECK COVERING FOR WATERPROOFING CRITICAL AREAS 1. PRODUCT NAME ELASTO-DECK 5000 X2 ELASTO-DECK 5000 X2 is an elastomeric coating system for walking decks, balconies, patios, roofs, etc., where an absolutely waterproof coating is crucial, such as above living quarters or any other occupied areas. 2. MANUFACTURER PACIFIC POLYMERS (A Division of ITW) 12271 Monarch Street Garden Grove, CA 92841 Tel: 1-800-888-8340 Fax: 714-898-5687 3. PRODUCT DESCRIPTION Composition: Liquid -applied, single -component, moisture - cured, polyurethane deck covering system. The ELASTO-DECK 5000 X2 system consists of the ELASTO-DECK 5001 NON -GASSING Base -Coat, ELASTO-GLAZE 6001AL Topcoat and a primer where necessary. ELASTO-DECK 5000 X2 is available in a natural aggregate or a pigmented finish. Basic Uses: For waterproofing patios, sundecks, stairways, balconies, roofs, etc. ELASTO-DECK 5000 X2 can be used on all decks where a waterproof skid - resistant, long-lasting, wear -resistant surface is required. It may be used on new decks as well as on old concrete decks which are damaged, or cracked. The system is suitable for exterior as well as interior applications in all kinds of climates. The coating retains its elastomeric properties in below freezing weather as well as in very hot climates. The complete system including aggregate is approximately 1/8" thick (3.2 mm). Limitations: All materials shall be delivered to the jobsite in unopened containers clearly marked and labeled. Containers that have been opened must be used up within one or two days since these materials are moisture -reactive. The coating sets up when exposed to air. All surfaces must be completely free of foreign matter and primed where necessary. Standard Colors: Concrete Grey, Tan Sizes: Available in 1 gallon cans, 5 -gallon pails Standards: City of S.F. approval No. 07570 PAC. 197 Complies with A.S.T.M. C-957-87 WARNINGS AND HAZARDS: Before using the products, always refer to MSDS for important warnings and safety information. Use only in areas with adequate ventilation. Avoid breathing vapors. Keep away from heat and flame. Avoid contact with eyes and skin. In the event of skin contact, remove immediately and wash with warm, soapy water. Wear suitable eye protection. Always wash hands before eating. 4. TECHNICAL DATA (See chart on Page 3) S. INSTALLATION Surface Preparation: All surfaces which are to receive ELASTO-DECK 5000 X2 shall be free of contamination such as water, curing compounds, hardeners, bond - breakers, paint, etc. A light broom -finish is recommended for concrete surfaces. It is desirable to water cure concrete in lieu of curing compounds. Only exterior grade plywood should be used. Contaminants should be removed by sandblasting or acid -etching. If etching is used, properly neutralize the acid and allow adequate time for surface to dry. Except for non-moving shrinkage cracks, all other cracks and joints must be sealed with ELASTO-THANE 230, a single -component, moisture - cured polyurethane sealant manufactured by PACIFIC POLYMERS. All surfaces must be primed with PRIMER prior to application of the coating system at a rate of 250- 350 square feet per gallon. (6.14 — 8.6 M2/LITER), except for plywood in good condition. 12271 Monarch Street, Garden Grove, CA 92841 714.898.0025 Fax: 714.898.5687 2/22/2010 All seams between plywood sheets and those between metal flashing and the plywood deck must be reinforced by imbedding a 4 -inch (10 cm) wide strip of glass cloth tape in wet ELASTO-DECK 5001 NON -GASSING, which is brushed evenly over the seam in a width of about 5 inches (12.7 cm) and a thickness of about 20 mils wet (.5 mm). The application of ELASTO-DECK 5001 NON - GASSING can subsequently be made immediately over the entire area, including the taped areas. Application: ELASTO-DECK 5001 NON -GASSING shall be applied to the plywood or primed concrete at a rate of 56 square feet per gallon (1.35 m2/liter) resulting in a dry film thickness of 25 mils (.6 mm). After allowing 16 to 24- hour cure, another coat of ELASTO-DECK 5001 NON - GASSING is applied at the same 25 mil (.6 mm) coverage for a total dry thickness of 50 mils (1.27 mm). ELASTO-DECK 5001 NON -GASSING may be applied in one coat at the rate of 28 square feet per gallon (0.68 m2/liter) over sound surfaces without danger of gassing. Application must be made uniformly to avoid thin spots and care must be taken to avoid pinholes and repair them should they occur. ELASTO-DECK 5001 NON -GASSING may be accelerated to cure in just a few hours by adding approximately '/2 to 1 fluid ounce of water per gallon of material. Following a 24 hour cure, apply ELASTO- GLAZE 6001AL pigmented, at the rate of 120 square feet per gallon (2.94 m2/liter). Broadcast the desired dry and clean aggregate into the wet coating to refusal. We suggest using Monterrey Sand. After an overnight cure, sweep or blow off all the loose aggregate and apply another coat of ELASTO-GLAZE 6001AL, pigmented or clear at a coverage of 110 square feet per gallon (2.70 m2/liter). Coverage will vary depending on the size of aggregate used. Allow 48 hours cure time before permitting any traffic on the finished system. 6. AVAILABILITY AND COST ELASTO-DECK 5000 X2 is supplied through building material dealers. Prices vary with quantity and packaging. Quotations are made on request. These products are designed and manufactured to be installed by professional installers familiar with surface preparation and application procedures. All others should consult a professional installer; those who choose to install these products without professional assistance do so at their own risk. 7. PRODUCT WARRANTY Satisfactory results depend not only upon quality products but also upon factors beyond our control; methods of application and site conditions are examples of such factors and can affect product performance. This warranty consequently extends only to products installed Page 12 in strict accordance with the manufacturer's specifications. It is the user's responsibility to satisfy himself, by his own information and tests, of the suitability of the product for his own intended use; user assumes all risk and liability resulting from his use of the product. The substrate to which the product is applied must be sound structurally and otherwise. Structural or substrate failures or imperfections resulting in damage to or failure of the product are not covered by this warranty. Since the use of the product is beyond the control of the manufacturer, the manufacturer assumes no liability for misapplication and misuse of the product. This warranty does not cover consequential damages, nor does it cover the labor attendant to replacing product in the event of a product failure. The warranty only extends to replacement of the product itself. All products proven to be defective in manufacture will be replaced at no charge. Since the use of these products is beyond our control we cannot accept damage in excess of the purchase price of these products. 8. MAINTENANCE Since, as with all deck coatings, the topcoat is subject to staining by such foreign matter as nitrates, fertilizers, hard water, and other substances, it must be maintained. Please refer to the Maintenance Manual for proper maintenance procedures. The manufacturer is not liable for staining caused by hard water deposits, nitrates, fertilizers and other foreign matter. If ELASTO-DECK 5000 X2 is damaged, it can be repaired by cleaning the surface with Acetone and recoating it with ELASTO-DECK 5000 X2 system. 9. TECHNICAL SERVICES All of the,latest updates to product data and specificationare available at the PACIFIC POLYMERS website at www.pacpoly.com. Since product data and specifications change, it is the user's responsibility to make certain the most current versions of product data and specifications are being used. Technical assistance can be obtained by contacting: PACIFIC POLYMERS (A Division of ITW) 12271 Monarch Street Garden Grove, CA 92841 Tel: 1-800-888-8340 Fax: 714-898-5687 12271 Monarch Street, Garden Grove, CA 92841 714.898.0025 Fax: 714.898.5687 2/22/2010 4. TECHNICAL DATA (INDIVIDUAL SYSTEM PRODUCTS) PROPERTY TEST METHOD Viscosity (@77°F (25°C) Brookfield Viscometer Weight Per Gallon (pounds) ASTM E 96 Solid Content (%) ASTM D 2369 Weight % ASTM D4541 Volume % 2780 ± 10% VOC Content (grams per liter) 200 ± 10% Hardness (Durometer) ASTM D 2240 Tensile Strength (psi) ASTM D 412 Elongation (%) ASTM D 412 Peel Strength on Plywood ASTM D 903 Water Absorption ASTM D570 Moisture Vapor Transmission ASTM E 96 Tear Strength (Ib/in) ASTM D 624 Bond Strength (Eleometer Pull Test) ASTM D4541 Plywood 2780 ± 10% Primed Concrete 200 ± 10% Shelf Life (unopened Containers @ 77oF/50% RH) Weather -o -Meter ASTM D1499 Chemical Resistance ASTM D 2299 Temperature Service Range Page 13 RESULTS Elasto-Deck 5001 NG Elasto-Glaze 6001AL 60 ± 10 poise 30 ± 5 poise 9.65+/-0.10 9.45-9.90 91 ±2 80±2 88±2 78±2 100 grams 100 grams 50A — 55A 95A (40D) 430 ± 10% 2780 ± 10% 700 ± 10% 200 ± 10% 14 pli (no peel N/A Cohesive failure) Industrial Detergent Solution (20% Vol.) <3.5% <1.52% 1.5 +/- 0.4 perms N/A 58 280 > 185 psi N/A > 300 psi 6 -months 6 -months N/A 2000 hours No crazing, cracking, Spalling or softening N/A No cracks, spalls, softening [ Industrial Detergent Solution (20% Vol.) Ammonia Solution ( 5% by Vol.) Salt Solution ( 20% by Vol.) Muriatic Acid (10% by Vol.) Chlorine Solution (10% by Vol.) Ethylene Glycol Anti -Freeze Kerosene Turpentine Paint Thinner ] -500 F to +1800 F (45OC to +82.2OC 12271 Monarch Street, Garden Grove, CA 92841 714.898.0025 Fax: 714.898.5687 2/22/2010