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13-0573 (SFD)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T t4X 4h � P " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: �-_O_UO_ do w _Q�O 517z3M Owner: Property Address: 52-315 EISENHOWER DR FOREMOST HOMES APN: 773-265-015-4 -000000- 70600 COUNTRY CLUB DR. Application description: DWELLING - SINGLE FAMILY DETACHED RANCHO MIRAGE, CA 92270 Property Zoning: COVE RESIDENTIAL Application valuation: 82238 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/17/13 (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001• 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 buil g construction, Ind reb authorize thorize r resentatives of this county to enter upon the above-mentioned propert or insp ction p pos .I Date:��l % I Signature (Applicant or Agent): Contractor: Applicant: Architect or Engineer: DANTOR MARTINEZ CONSTRUCT 81057 AVENIDA ROMERO INDIO, CA 92201 Q /� a JUL (760) 702-6209 18 2013 LiC. No.: 926128 LA QUIN FA ANCF gEpT. -------------------------------------------------------------------------------------—---—------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B License No.: 926128 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is /issued. V Date: — — Contractor: 1 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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND INS Policy Number 1960997 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Codel or 3700 of the LaboL Code, I shall forthahmply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 byany applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date:'�pplicant (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001• 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 buil g construction, Ind reb authorize thorize r resentatives of this county to enter upon the above-mentioned propert or insp ction p pos .I Date:��l % I Signature (Applicant or Agent): Application Number . . . . . 13-00000573 Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 3.00 FIRE SPRINKLERS GARAGE SQ FTG 421.00 PATIO SQ FTG 53.00 NUMBER OF UNITS 1.00 -------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE -------------------------- 1232.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 563.00 Plan Check Fee 365.95 Issue Date . . . . Valuation . . . . 82238 Expiration Date 1/13/14 - Qty Unit Charge Per Extension - BASE FEE 414.50 33.00 4.5000 ---------------------------------------------------------------------------- THOU BLDG 50,001-100,000 148.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc i 'Permit Fee . . . . 81.54 Plan Check Fee 20.39 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/13/14 Qty Unit Charge .Per Extension BASE FEE 15.00 1232.00 ..0350 ELEC NEW RES - 1 OR 2 FAMILY 43.12 421.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 8.42 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 .. r - 1/13/14 Qty Unit Charge Per Extension J - ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . . . . MECHANICAL LQPERMIT Application Number . . . . . 13-00000573 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 59.00 Plan Check Fee 14.75 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/13/14 Qty Unit Charge Per Extension Extension • BASE FEE BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 6.5000 EA MECH VENT FAN 19.50 1.00 --------------=------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50. Permit . . . PLUMBING 15.0000 EA . - PLB GAS METER Additional desc . ----------------------------------------------------- Notes and Comments Permit Fee . . . . 109.50 Plan Check Fee 27.38 Issue Date . . . . 2013 DIF. TUMF. ARCHITECT: Valuation . . . . 0 Expiration Date . . 1/13/14 Qty Unit Charge Per Extension • BASE FEE 15.00 7.00 6.0000 EA PLB.FIXTURE 42.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 1.00 15.0000 EA . - PLB GAS METER 15.00 ---------------------- Special ----------------------------------------------------- Notes and Comments 1232 SF SFD. GARAGE RT. 2010 CODES W/ FIRE SPRINKLERS. R-3 OCC. V -B CONSTR. 2013 DIF. TUMF. ARCHITECT: KEVIN L.CROOK C15561. **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ'S and DRIVEWAY APPROACH** -------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 4.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 ENERGY REVIEW FEE 36.60 DIF FIRE PROTECTION -RES 433.00 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 531.00 DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 LQPERMIT Application Number . . . . . 13-00000573 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES 8.22 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 828.04 .00 .00 828.04 Plan Check Total 428.47 250.00 .00 178.47 Other Fee Total 9311.26 .00 .00 9311.26 Grand Total 10567.77 250.00 .00 10317.77 LQPERMIT 0 uu'�cv P.O. BOX 1504 Building / / 78-495 CALLE TAMPICO Address / �l f rti Ln /i /i i� t I A QUINTA, CALIFORNIA 92253 Address °7 0 g GG COW), I0'�_7 AvPtudex i2C City Zip Tel. G 226 1 74,0 ) 701- Z65 State Lic. City & Classif.q Z/ 12-8 Lic. # Arch., Engr., tD Designer Address Tel. 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 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 Contrac- tor'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). 01, 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 improvement 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). O I, 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) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION 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 to 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 /� - 573 APPLICATION ONLY BUILDING: TYPE CONST. of ii OCC. GRP. A.P. Number -% 7 ? - --)- Io 5_- - n ) Legal Description Project Description Sq. Ft. No. No. DIN. Size /2- Z Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation 7 G Q Q Q PERMIT AMOUNT Plan Chk. Dep. Z �- Plan Chk. Bal. Const! Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL Z CONTACT INFORMATION NAME: PHONE: 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: — Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE Date 7/18/13 No. 31736 Owner Foremost Homes Address 70600 Country Club Dr City Rnch Mirage Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 Lot # No. Street Unit 1 52315 Eisenhower Drive Unit 2 Unit 3 Unit 4 Unit 5 APN # Jurisdiction Permit # No. of Units S.F. Lot # No. 1232 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 Comments Certs #31734 thru 31736 used for cc#379320 totaling $11,827.20 0 o Q BERMUDA DUNES r RANCHO MIRAGE b INDIAN WELLS �.� PALM DESERT ,y LA QUINTA �INDIO y� O 773-265-015 La Quinta 1 Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 1,232 S.F. or $3,942.40 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC-Califronia Bank & Trust - James Fortson Bank Name/Recipient of Certificate By Dr. Gary Rutherford Superintendent Fee collected /exempted by S Signature Check No. 379320 Telephone Funding Residential Payment Recd $0.0 j $3,942.40 -7over/Ut ider. NOTICE: Pursuant to Government Code Section 66020(d)(1), this wi I s e to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE- This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting =f1 1 EM.f3lb THIO CparF Few RFrnRI1FR.0 imz r1Nl Y - I i I[le Order No.: i46 -i45"09-00 cacr;' iw No.; 13=47-j-- BRANT DEED 130042- '7'7J - ?!o S ���, %'%3 -Llo�S =C/J, •7y�! -!JS/ -Ov 3 ??-r • v5� •Du S THE UNDERSIGNED GRANTOR(S) DECLARE(S) ---------- --- Tl— i---antaYv tra"cfar rav ygTvyp'ao/ar�ra 4'r �a`Y Y d O cl iY<'av, me • e o .s Ir�ri computed on full vaive of nronprtu c.onveved. or is being disclosed e�_se)2 rate a4 to ,, �. r , RLgafr_ un_,�n ..�S rnot • ( 1 cute iuiud Uii Sieh Vuiuz M ,.nr Vt tiCti3 V:--- �[ ]Unincorporated area [Xj City of La Quinta AND }r} Irr r Hr} t }rnt r l rt lI)al1}r}-}1x1111/}1. IQUl31aJl UI rr 1111,1} 10 }ICtIpYr �arlL lb rrlbba�barl . i _ y Charies V. Cooper and Nortiia Lee Coope , �i fu5l S 01 iito ;;i3OPST PaS%MY 9 TUSe: j herebv GRANT(s) to: l irr(:j-Q `--m 9► rKiWF& t ► C_ a Caiiftimia Limited :iabiil-tv COrnpany i the real property in the City of La Quinta, County of Riverside, State of California, described as: l I cr_el nr:crRloTlnnl ATTArHFn HFRFTn AS FXHIRIT IIA" ANn MADE APART HEREOF �Hiso Known as: O IUtS vdSivus JiIMM, Ld UUII11.0, lirl .7G4JJ l i DATED February 6, 2013 STATE OF CA IFo Charles V. Cooper and Norma Lee Cooper, Trustees of IC -00 I f Y.- �4G��o,43-0•I;�fl21� I On [\/l A IV 04/01/2013 04:2u PINI Fees: $21.00 Page i' of 3 Doc T Tax Paid RECORDING REQUESTED BY: Recorded in Official Records Orange Coast Title Charles V. Cooper, Trustee V. Cooper. and Norma Lee Cooper Countv of Riverside ARU YYRCN RCVVRVCV g1A1L 1 V. L�rn, � X111 A err+ •, Assessor, County Gerd & Recorder Foremost homes LLC •• �� t?GHc...a tooper, Trustee 70600 Country Club Drive t a iJ Ranrhn Mirage. CA 92270 the same in his/her/their authorized capacity(ies), io the Couniy of Riverside for recording - lexecuted and that by his/her/their signature(s) on the instrument the JU017H.ROGERS =f1 1 EM.f3lb THIO CparF Few RFrnRI1FR.0 imz r1Nl Y - I i I[le Order No.: i46 -i45"09-00 cacr;' iw No.; 13=47-j-- BRANT DEED 130042- '7'7J - ?!o S ���, %'%3 -Llo�S =C/J, •7y�! -!JS/ -Ov 3 ??-r • v5� •Du S THE UNDERSIGNED GRANTOR(S) DECLARE(S) ---------- --- Tl— i---antaYv tra"cfar rav ygTvyp'ao/ar�ra 4'r �a`Y Y d O cl iY<'av, me • e o .s Ir�ri computed on full vaive of nronprtu c.onveved. or is being disclosed e�_se)2 rate a4 to ,, �. r , RLgafr_ un_,�n ..�S rnot • ( 1 cute iuiud Uii Sieh Vuiuz M ,.nr Vt tiCti3 V:--- �[ ]Unincorporated area [Xj City of La Quinta AND }r} Irr r Hr} t }rnt r l rt lI)al1}r}-}1x1111/}1. IQUl31aJl UI rr 1111,1} 10 }ICtIpYr �arlL lb rrlbba�barl . i _ y Charies V. Cooper and Nortiia Lee Coope , �i fu5l S 01 iito ;;i3OPST PaS%MY 9 TUSe: j herebv GRANT(s) to: l irr(:j-Q `--m 9► rKiWF& t ► C_ a Caiiftimia Limited :iabiil-tv COrnpany i the real property in the City of La Quinta, County of Riverside, State of California, described as: l I cr_el nr:crRloTlnnl ATTArHFn HFRFTn AS FXHIRIT IIA" ANn MADE APART HEREOF �Hiso Known as: O IUtS vdSivus JiIMM, Ld UUII11.0, lirl .7G4JJ l i DATED February 6, 2013 STATE OF CA IFo Charles V. Cooper and Norma Lee Cooper, Trustees of IC -00 I f Y.- 4mwDPtrNAyT(u�' I On [\/l A IV AC wry Public in and for suid State personally appeared � I \ } Charles V. Cooper, Trustee V. Cooper. and Norma Lee Cooper (Charles •, WWI IV tlIVrQV lV -VVIVII a,IV VG.J,J VI JV., V.VV,V.� V.•..v.•.ry .v ..v I ( WWI islare to tiie •• �� t?GHc...a tooper, Trustee tthe persosusS wtLwsse ►tame is! subsi:ribed YJitui t a iJ iinstrument and acknowiedged W inn Mall iiClSriCl litey the same in his/her/their authorized capacity(ies), lexecuted and that by his/her/their signature(s) on the instrument the JU017H.ROGERS ':Ocl av:ie.i. v: �� na,:: y .... ........... ..• ......... ...- �-._-..i-1 ?Cted executed the. instrument �r :�.a _�!Iei:e•a�liSi:'�. .. .._i'.i �e !- a i�m � Notary Pi!h!ic - (`zllfOr'?la z lof Ca;iforllia that the foregoing paragraph is true and correct. vnl:cT my Comm. Expires Jul 724. 2015 l WITNESS my hand and official seal. a n ' !- �firs ,Al ZJ•r r l/11 �� v ,� ,1 � I ^ �;<.eV4Lfv Kn (Seal) i �xsrtiaiuse i..� I MAIL TAX :i VA i TMt;N 1 ZI 1 V FAR 1 T ."'iiiO-MA 'ijCLU V, ii- NQ FF%K i S JI;V TV 4, i ;w%L ;A 47j L; i=L Cil i l^tr V ^ UICE AAUULU TITLE 24, INC. 7544 SADDLEHILL TRAIL, ORANGE, CA 92869 • (714) 771-1507 • FAX (714) 771-2939 • T-24@socal.rr.com Owner: Foremost Homes 70600 Country Club Drive Rancho Mirage, CA 92270 Designer: Kevin L. Crook Architect, Inc. 1360 Reynolds Avenue, #110 Irvine, CA 92614 Project: La Quinta'Housing Projects Plan 1232 - Lot 4 (52315 Eisen La Quinta, California Job No. 07057 April 29, 2013 ?FCF��Fo COAIJ, y0F CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR C NSTRUCTION r) DA —7 li 1 BY STATEMENT OF CONFORMANCE I � -� 7 2�' This Calculation contains all the building features and performance specifications required for compliance by the California. Code of Regulations Title 24, Part 1, Administrative Requirements; Part 6, Building Energy Efficiency Standards; and portions of Title 20, Appliance Efficiency Standards. When these features are incorporated into the architectural plans the design will be in compliance with the 2008 Energy Efficiency Standards as they apply in Climate Zone 15, using MICROPAS8 Version 8.1, a California Energy Commission approved "computer performance method program. r r CA � California Association of Building Energy Consultants [N=:a 01=I=91=01=C1liAFA'10F±1 W lCY W Rick Maurer ROB -90-243 & NROB-90-527 Prepared By: Rick Maurer Energy Plans Examiner Certificate No. R08-88-1601 and NR08-88-3583 California State License No. 502290 C20 -a ** SUMMARY SHEET ** Project: Foremost Homes -- La Quinta, CA Zone: 15 La Quinta Housinq Proiects Plan 1232 - Lot 4 (52315 Eisenhower) Wall Insulation: R-21 (Min. 2X6 Exterior Walls Required) Ceiling Insulation: R-21 Below Furnace Platform and Catwalk R-38 Typical . Radiant Foil Barrier: Required @ Roof o/Conditioned Space & Attic Gable Ends (Requires an Emittance of 0.05 or less) Raised Floor Insulation: N/A Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 20,152 BTUH Minimum A/C SEER: 13.0 SEER/11.0 EER Rater Verged A/C Tonnage: Min. Sens.=14,763 @ 115° (A/C Size By Mechanical Contractor) Duct Insulation: R-6.0 For Ducts & Plenums in Unconditioned Spaces (Duct Leakage Test Required) Note(s): 1) This house will have a tankless water heater with an energy factor of .82 or greater and 200000 BTUH or less. 2) All windows and glass doors will have non-metal frames with a weighted average NFRC U -factor of .35 or less and a weighted average SHGC of .25 or less with high performance Low -E (Max) glass. Prior to final inspection, a copy of the following checked installation certificates shag be posted or made available with the building permit(s) issued for the building and shag be made available to the enforcement agency for all applicable inspections. Installation Certificate CF -6R -ENV -01- Env - lrmfiation; Roofhyj. Fenestration CF -6R -ENV -20 -HERS - Bu&WV Envelope CF -6R -ENV -21 -HERS - Quafq Insulation Installation Q - F Chedcfrst CF -6R -ENV -22 -HERS - Otmfity Insulation Installation Qll - Irmdation Stage Chedcfist CF -6R -LTG -01- Residential Ughting CF-6R-MECH-01 - Domestic Hot Water CF-6R-MECH-02 - Solar Domestic Hot Water Systems S CF-6R-MECH-03 - Pod And Spa Heat'HeatiN Systems CF-6R-MECH-04 -Space CAxx1ifioning Systems, Ducts and Fans CF-6R-MECH-05 - Indoor Air Ouardy and Mechanical Ventilation CF-6R-MECH-06 - E five Cooled Condensing Units CF-6R-MECH-07 - Evaporative Coolers CF-6R-MECH-08 - Ice Storage Air Condifion!29 QSAQ Units CF-6R-MECW20-HERS - Dud Leakage Test - Completely New or Replacement Dud System CF-6R-MECH-2I-HERS - Duct Leakage Test - Existing Dud System CF-6R=MECH-22-HERS - HSPP/PSPP Installation; Cooling Coil Airflow & Fan Watt Draw Test CF-6R-MECH-23-HERS - Verification of High EER Equipment CF-6R-MECW24-HERS - Charge Indicator Display CID CF-6R-MECH-25-HERS - Re ant Charge Verification - Standard Measurement Procedure CF 6R-MECH-26 HERS - Refrk mrant Gharge Verification - Alternate Measurement Procedure CF-6R-MECW27-HERS - Maximum Ratted Tota! Cooling Capacity CF-6R-MECH-28-HERS - Low LeWmge Air Handler Verification CF-6R-MECH-294HERS - Supply Dud Credds - Location; Surface Area, 14ard3ue For installations that require HERS field verification, registered copies of the following checked verification and testing certificates shall be posted or made available with the building permit(s) issued for the building and shag be made available to the enforcement agency for all applicable inspections. Certificate of Field Verification and Diagnostic Testing Mandatory Measures Summa MF -1R Residential (Page 1 of 3 Site Address: Enforcement Agency: Date: NOTE: Low -rue residential buildings subject to the Standards must comply with all applicable mandatory measures luted, regardless of the compliance approach used. More stringent energy measures luted on the Certificate of Compliance (CF -1R, CF -IR -ADD, or CF -IR -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 -IR Form with plans. DESCRIPTION Budding 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): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -IR Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. §IWb): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. •§150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CFA R Form. §I50(g): 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 eater than 2.0 rm/mch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150(e)] A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150(e)] B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. § I50(e)2: Continuous burning pilot lights and the use df indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building,are krohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention,um 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): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. § I Wi): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). § 150G)IA: 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, § 150(j)1B: 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 § 1506)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)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. § 150(j)2: Pipe insulation for steam hydropic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. § I50(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summa MF-lR Residential (Page 2 of 3 Site Address: Enforcement Agency: Date: §15": Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)l: 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 R42 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 181B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings eater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l: 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. §I50(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 fan systems 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. §I50(m)l0: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSUASHRAE 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: §I 14(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 §I1 b :'Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(6)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 - electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizingrflow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §I50(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-0 and is not a low efficacy luminaire as specified by § 150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified 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 fights and night lights integral to a permanently installed huninaire 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 lire -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 theapplicable requirements of §I50(k). §150(k)7: All switching devices and controls shall meet therequirements of §15 )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 If or 100 watts for dwelling units larger than 2,500 fir may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summa MF -1R Residential (Page 3 of 3 Site Address: Enforcement Agency: Date: 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 occupant 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 § 15 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testingtrating 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 (FMCS) 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 §I50(k)l3 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: Interrially illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to § 130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146 §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. J. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of § 119. 2008 Residential Compliance Forms August 2009 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 ****** Project Address........ 52315 Eisenhower La Quinta, California *v8.1* Documentation Author... Rick Maurer ****** Building Permit # Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check / Date Orange, CA 92869 714-771-1507 Field Check/ Date Climate Zone........... 15 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 MICROPAS8 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement Space Heating.......... 2.87 3.02 -0.15 -5.20 Space Cooling.......... 72.62 78.08 -5.46 -7.5% Ventilation Fans....... 1.05 1.05 0.00 0.0% Water Heating.......... 22.06 13.96 8.10 36.7% Total 98rs 60 96 11 2 49 2.5% *** Build rig comph '' oar `Pe ormance:** ** RS Verifiequired,;_r Co pl"ian *** ._. GENERAL N ORMAT IrON�� X,. HERS verification.......... Required Condit"6 ed Floor Area..... 1232 sf Buildi.g.Type.............. Single Family Detached Construction Type ......... New Natura`l'Gas at Site ....... Yes Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 9856 cf Slab -On -Grade Area......... 1232 sf Glazing Percentage......... 11.9 % of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.25 Average Ceiling Height..... 8 ft Reg: 213-N0025400A-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD. CF -1R Page 2 Project Title.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 Zone Type Residence BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo - Area Volume Dwell Peop- it- stat (sf) (.cf) Units le Toned Type 1232 9856 1.00 4.0 Yes Setback ATTIC AND ROOF DETAILS Vent Vent Verified Height Area Leakage or (ft) .(sf) Housewrap 2.0 Standard No Frame R- R - Roof Roof Re- Emiss- Frame Spac- Value Value Vent Mass Rise flect- ivity Depth 'ing Above Below Area Vent Roof Type (lb/sqft) ance (in.) (in.) Deck Deck Ratio High Tile Heavy:.. 4:12 0.10 0.85 3.5 24 oc 0.00 0.00 1/300 0.30 OPAQUE SURFACES U- Sheath- Solar Appendix Frame Pre°a fact- Cavity ing Act Gains JA4 Location/ Surface Type {sf)., or R va R val Azm Tilt Reference Comments lE�{�.i 1 W dl r M�kWood 116 0` 069 21' 0 � 90� ; 90 `'e's 4 3 1 A6F Front 2x6 Wall 2 Wall` Wood 72 0 069 21 0 9Q90 Nod ` 4 31�A6 Gar. 2x6_Wa11 3 �6Ja11 303 0 . 069 21 0 �U, i 90n -Y 4 3 1�A6 Rbi;"g t 2x6 Wa.11 IN 9 Wa131Wood191 0 069 21`. 027r0r90`Yes`43:1 A6; Ba'ck{2x6:" Wall v .. 5' `GTally _86 `0'069�2i�x O r, 8�0ra�90��Y�s 431A6 �Left2x<5Wa11 6 Attl'cRad Wood 11r62��0 02:5. ___.3'8 0 n/a 0 Yes 4.2,i; A21 Vented Attic .. _. ' 7 Atti,cRad Wood a70 0.043 21 0 n/a 0 Yes 4.2.1 A17 FAU Platform 8YDoor_>W00d"20 0.500 0 0 90 90 Yes 4.5.1 A4 Front Door PERIMETER LOSSES = Appendix Length F2 Insul Solar JA4 Location/ Surface (ft) Factor R-val Gains Reference Comments 9 S1abEdge 144 0.730 R-0/Oin No 4.4.7 Al Standard Slab Edge Reg: 213-N0025400A-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title;.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 Orientation 1 Wind Front (E) 2 Wind Right (N) 3 Wind Right '(N) 4 Wind Right (N) 5 Door Back (W) 6 Wind Left (S) 7 Wind Left (S) 8 Wind Left (S) FENESTRATION SURFACES Exterior Area U Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 16.0 0.350 0.250 90 90 Standard FGLASS2 9.0 0.350 0.250 0 90 Standard RGLASSI 20.0 0.350 0.250 0 90 Standard RGLASS2 20.0 0.350 0.250 0 90 Standard RGLASS3 33.4 0.350 0.250 270 90 Standard BGLASSl 20.0 0.350 0.250 180 90 Standard LGLASSI 12.0 0.350 0.250 180 90 Standard LGLASS2 16.0 0.350 0.250 180 90 Standard LGLASS3 OVERHANGS —Window— Overhang Area Left Right .-Surf ace (sfj; Width Height Depth Height Extension Extension 1 Nindow 16 0:._n/a4 0 0 8 4 0 q/a n/a �� ri/a 3Windaw 20&0 '/a' `fin/a '9 Windo20 0n/a 40' 1 0 1�0,n/a ;5 Doo83n/.a 67 x0 8 5f 0n%Yaks /a n ixil F: SP: , __. ._„t,:.. : , .9 s*3 `... d :... .. 'a�rr ,,..,. .. u,. s'Pi.x .�_ $:v.Ssl.. R'i�.' 1�' ':. .• n'/ a SLAB SURFACES Area Slab Type (sf) Standard Slab 1232 HVAC SYSTEMS a Verified Reg: 213-NO02540OA-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc Verified Verified . Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER or CID Airflow Draw Capacity Furnace 0.800 AFUE n/a n/a n/a n/a n/6 ACSplit 13.00 SEER 11.0 No No No No Reg: 213-NO02540OA-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace 20152 n/a n/a n/a ACSplit n/a 14763 18321 n/a Sizing Location............ LA QUINTA Winter Outside Design...... 26 F Winter Inside Design....... 70 F Summer Outside Design...... 111 F Summer Inside Design....... 75 F Summer Range ............... 34 F DUCT SYSTEMS Verified Verified Verified System D.uct:-- ,_: ___Duct..Duct __._._.,S.ur-face : _ Buried f iType Location R.value. Leakage ,' Area Ducts Furnarce z Attic R=6 j Yes , No*",, No ACSpl it., Attic R=6 Yes,,No -No ✓ r FAN_.SYSTEMS Flow Power System Type (cfm) (W/cfm) Standard 42.32 .25 WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value 1 SmallInstanta Gas StandardNoInsul 1 .82 n/a R-n/a Reg: 213-N0025400A-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. This building incorporates a non-standard Water Heating System. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC 'approved testing and/or verification methods and *** *** must be..'reported on the CF -4R installation certificate. *** This building incorporates HERS verified High Energy Efficiency Ratio (EER). This wilding incorporatesss HERS verified Duct Leaky-ge Target leakage is _Vi Viand document�e1 on ache GF 4R; If` the measured CFM is ;above the tar_ et;��R:I F -- theh`must be redone witho ernatively th g. If, ducts ar, lculat� <tlae�n; ver* Heat �on�i1`s Vnot aiecessary 0 Px , k CnN •, rra ' REMARKS 1) This housezwill have a tankless water heater with an energy factor of .`8`2 or greater and 200000 BTUH or less. 2) All windows and -glass doors will have non-metal frames with a weighted average NFRC U -factor of .35 or less and a weighted average SHGC of .25 or less with high performance Low -E (Max) glass. leakage and fis (-could _ be. ERS. il Reg: 213-N0025400A-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: Ca10ERTS, Inc =1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title........... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Company. Foremost Homes 'Address. 70600 Country Club Drive W La Quinta, CA 92270 Phone... (760) 537-1502 . License. _1 �a{; Signed.'. date Name.... Rick,Maurer Company. Rick'Maurer Title 24, Inc. Address. 7544 E Saddlehill Trail Orange, CA 92869 Phone... 714-771-1507 Signed.. /r L913 (date) Electronically Signed at CalCERTS.com by James Fortson (Foremost Homes) 4/29/2013 Electronically Filed by Rick Maurer and Authenticated at CalCERTS.com — 4/29/2013 Reg: 213-N0025400A-000000000-0000 Registration Date/Time: 2013/04/29 16:08:48 HERS Provider: CalCERTS, Inc HVAC SIZING HVAC Page 1 Project Title.......... Foremost Homes -Plan 1232 Date..04/29/13 11:33:12 ****** Project Address........ 52315 Eisenhower La Quinta, California *v8.1* Documentation Author... Rick Maurer ****** Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Orange, CA 92869 714-771-1507 C1' t Z 15 Building Permit # Plan Check / Date Field Check/ Date ima a one........... Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-FOREMOST23 Wth-CTZ15S08 User#-MP0357 User -Rick Maurer Title 24, Inc Run -Plan 1232 - Lot 4 GENERAL INFORMATION Floor Area ................. Volume..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1232 sf 9856 cf Front Facing 90 deg LA QUINTA 33.8 degrees 26 F 70 F 111 F 75 F 34 F Yes Yes Yes 0.24 HEATING AND COOLING LOAD SUMMARY (E) Heating Cooling (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 11122 4659 Glazing Conduction and Solar..... 2255 2999 Infiltration ..................... 4006 2316 Internal Gain .................... n/a 2520 Ducts ............................ 2769 2269 Sensible Load .................... 20152 14763 Latent Load ...................... n/a 3558 Minimum Total Load 20152 18321 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 2008 Joint Appendices 4.3 Walls Table 4.3.1- Wactors of Wood Framed Walls JA4-25 R-15 baft I 2X4 4 'Reed R -value of Continuous Insulation 0.080 - 0-069 Nominal Cavity Fr&v*v R-0 ' R-2 R-4 ti 6 W7 R-8 R-10 R-14 Spacing kmuwm size A 8 C D E, F G H 16 im OC None Any 1 0-356 0208 0.147 0.114 0.102 .0.093 0-078 0.059. BW baff 2x4 2 OA 9-n-60 C.On 0_056 0.w2 --059 0.052 0.043 R-13 ball 2x4 3 0.102 OAM 0.072 0-063 0.060, 0.056 0.050 0.042 R-15 baft I 2X4 4 0.095 0.080 - 0-069 0.061 0.057 0.054 -0-049 0.041 R-19 batt 2X6 .5 0.074 0.064 0.057 0.051 0-049 -0.046 0.043 0.036 * R-21 baft 2x6 6 0. �O6 9 0-06I 0.054 0.049 0.047. 0.044 0.041 0.035 R-19 ban 2X8 7 0.065 OAM -0.052 0.047 0.045 0-043 0,039 0.034. R-22 ban 2x8 8 0.061 0A54 0.049 0.045 0.043 0-041 0.038 0,033 R-25 ball 2x8 9 0-057 0.051 0.046 0.042 0.041 0.039 .0-036 0.032 B-30 ban 1 2)8 10 0.055- 0-050 0.045 0.041 .0.040 0.038 0.035 0.031 R-30 batt 200 .11. 0-047 0.043 -0.040 0-037 0.035 0.034 0.032 0.028 R-38 batt WO 12 0.046 0.042 0.039 0-036 .0-035 0.034 .0-032 0.028 R-38 batt 2x12 13 0.039 0.036 0.034 0-032 0.031 0.030 0.028 0.025 Foamed 2x4 14 0.103 OMS 0.073 0.064 0.060 0.056 0.051 0.042 Plastic or 2x6 15 0.071. 0-062 0.055 0.050. 0.045 0.042 0.036 Celkdose .0.047 kauL-ffion3 2x8 16 0.056 .0-050 0-046 6.042 0.040 0-039 0.036 0.031 WO 17 0-045 0-041 AWS -0-035 0.034 0-033 0.031 0.028- Z(12 18 0.038 - OAM 0-033 0.031 .'0.030 0.029 0.028 0.025 24 In. OC None Any 19 0.362 0.210 0.148 0.114 0-102 0.093* 0.078 0.060 R-11 batt :2x4 ::20 o -m 6.087 0-074 0.065 0-061 0.057 *0-051 0.043 R-13 ban W 21.. 0-098 0-082 0.070 6.062 0.058 0.055 -.0.049 0.041 R-15 batt 2M .22 0.091 0.077 0.067 ,0.059 0.056 -:0.053. 0.048 0-040 R19 ball .24 23 0.071 0-062 0.055 0.050 0.047 0.045 0.042 .0.036 R-21 ban' 2x6 24 0.066 0.050 0.052. 0.047 0.045 .0.043 .,0.040 0.034 R-19batt 2)8 25 0.063 0.056 DAM- OAM 0-044 :0.042--.-.0039. 0.033 R22 ban 2x8 26 0.058 0.052 .0.047 0-043 0.041 -0.0.40 . 0.037 .0.032 R-25 batt W 27 0.056 0.050 0.046 0.042. 0.040 0-039 0.036 .0.031 R-30 batt I W .28 0.053 0-048 0.0" .0.040 0.039 0.037 0.035 0.030 R-30 batt 2x10 29 0.045 .0.041 0.038 0-035 - 0.024 .0.033 ...:0.031 0.028 R-38 batt 2xI0 30 0-044 0-040 :0.037 .0-035* -0.034 OAM OMI 0.027 R-38 batt 2x12 31 0-038 0.035 -AM .0-031 0-030 MM 0.028 0.025 Foamed ZA 32 0-099 -0.083 0.071 .0.062 0.058 0.055 OA50 0,041 Plastic or CeWos6 zS 33 0-069 0.059 0.054 0-040 0.047 0.044 ,0.041 0.035 InsulatiorO ZO u 0.054 0.649* 0.0" 0.041 0.039 0-038 -'0.035 0.031 200 --35 .-0-044 0-040 -.0-037 0.035 0.034 --0.033 0.031 .,0.027 2d2 36 0.636 ..0.034 .0031- 0.030- 0.029 0.028 0.026 0.024 notes 1. Higher density fiberglass ban is required in these cases. 2 Continuous insulation maybe InstaDed an eidmu the inside or the e)dWw of the waft, or bout` 3. Foamed plastic and ce&dOse shat fig the entire cavity. Ceklm shalt have a WKW to prevent sagging Joint Appendix JA4 - U Factor, C-Faclor, and nwmal Mass Data 2008 Joint Appendices JA4=7 4.2 Roofs and Cer7ings Table 421- f -factors of Wood Framed Attic Roofs RaW R -value of Cordrwous IrmdatiiorO R-vatue of None R-2 R4 R•6 R-7 fi 8 R-10 R-14 Truss A20c spacing trauftdM A 8 C D E F G N 16 in. CSC None 1 0.300 0.167 0.136 9-107 0.097 O Ott 0-075 B.Osg _- R-11 2 0.079 0-068 0-060 0.053 0.051 O -W . 0.044 0.037 R-13. 3 0.071 0-062 0.055 0.050 0.047 0.045 0.041 0.036 R-19 4 0.049 0.045 0.041 0.038 0.037 0.035. 0.033 0.029 11-21 -5 0.042 0-039 0.036 0.034 0-= 0.031 0.030 0.026 R-22 6 0.043 0-039 0-037 0.034 0.033 0.032 -0.030 0.027 R-25 7 0-038 0-035 MOM 0-031 0-030 0.029 0-028 0-025 R-30 8 0.032 0.030''0.028 0.027 0-026 0.025 OAQ4 0.022 R-38 9 0.026 0-024 0.023 0-022 '0-= 0.021 0.020 0.019 R-44 10 0.021 0.020 0.019 0.019 0.018. 0.018 .0.017 0.016 RA9 11 0.020 0.019 0-019 0.018 0.018 0.017 0.017 0.016 R-60 `12 0.017 0-016 0.016 0.015 0.015 0.015 .0.014 0.013 24 in- OC None 13 0-305 0.189 0.137 0.108 0.097 0.089 0.075 0.058 R-11 14 0.076 0.066 0-058 0.052 0.050 0.047 0.043 0.037 - R-13 -15 0.068 .0-060 0-064 ,'0.048 0-046 0-044 0041 0.035 • j R 19 16 0.048 0.043 0.040 0.Ofi7 0.036 0004 0.002 0.029 R-21 17 0.043 0.040 .0.037 0.034 .0.033 0.032 .'0-030 OW R-22 •18 0.041 0-038 .0.036 0.033 0.032 0.031 .0.029 0.026 R-25 .19. 0-037 0.034 0.002 0.030 0.029 4.028 0.027 0-024 R-30 :20 0.031 0.029 0-028 0.026 0.025 0.025 0.024 0-022 R-38 21 0.025 .0.024 0.023. 0.022 0.021 0.021. 0.020 0-018 .11-44 '22 0.021 0.020 0.019. .0.019 0-018 ...0.018. 0.017 ' . 0.016 R-49 23 0.019 0.019 0.018 0.017 0.017' 0.017 0.016 0.015 R-60 24 0.016 0.016 0:015 4015 0:014 0.014 � 0-Ot4 0.013 Notes: 1. Cor6rwols moo shag be located at the caTM below the boot o drord of the buss and be unW4mjWd by 9- 2..ln climate zones 1 and 16 the 'km*O g R -value d wn*wous mon materials ingaHed above the rods wraferprod membrane . shall be mullipbed by OB before' d*osirg the table coAsnn for determbft assembly U4acW. This table contains thermal performance data (U -factors) for wood framed attics where the ceifitg•provides the air barrier and the attic is ventilated. Wood busses are the most common corisb uction.fo` low-rise residential buikiings and for Type V nonresidential buildings. While the sketch straws a truss system with a ftat ceifii% the data in this tabs may be used for scissor busses and other non -fiat trusses. N the bottom chord is . not flat. them ttm slope should not exceed 3:12 for noiwe binder blown inmdatiom This table may also be used with composite busses that have a wood top and bottom chord and metal shift connecting1hem. For the majority of rases, values wig be selected from cool mn A of this table. Colum A shag be used for the common situation where either batt or blown- insulation is placed directly over the cetiing (and tapered at the edges). Builders or designers may increase thermal performance by addirg a continuous irmfation layer at the 6et7ng. The continuous insulation is typicagy a rigid polystyrene or poyisocyanurate foam emulation. Continuous insulation does not include the blown or batt insulation that is over the bottom chord of the truss (this is already accounted for in the U -factors published in Column A). Joint Appendix JA4 - U -Factor, GFactor, and Thermal Mass Data 2008 Joint Appendces JA4261 Table 4.4.7- F -Factors for Unheated Slab -on -Grade Floors ... - R�fM R-Vnhm rJ Med�linn Insutatiot► Descrotion . R-0 R-5 R-75 R-10 R-15 R-20 R-25 R-30 R-35 R-40 R-45 R$0 R-55. A" B 'C D E F G H 1 J K L Y None 12 in. horizontal .1 2 0.73 0.72 0.71 0.71 0.71 24 in horizontal .3 0.70 0.70 0.70 0.69 36 in. horizontal -4 0.68 0.67 0.66 0.66 48 in. torizontat 5 0.67 0.65 0.64 0.63 12 in. vertical 6 0.61 0.60 0.58 0.57 0.567 0.565 0.564 24 in. vertical .7 0.58 0.56 0.54 0.52 0.510 0.505 O 502 36 in. vertical 8 0.56 0.53 0.51 0.48 0.472 0.464 0.460 48 im verkal 9 0.54 051 0.48 0.45 0.434 0.424 0.419 Fully-instllated slab 10 0.46 0.41 0.36 0.30 0.261 0.233 0213 0.198 0.186 0.176 0.168 0.161 We: These values are used for slab edge ins with and without carpet If f Hvrizor> ftuh-*n is continuous insulation that is applied directly to ftte tntcferside of the slab and extends inward horizontaRy from the perimeter for the distance specified or contirtuous.instdation lhat is applied " downward from the top of the slab and then extends horizontally to the interior or the exterior from the perinketer for the distance spec died. Ver&k=di vn is cw*x,ous irm4a on thrid is applied directly to the stab exterior, exten&V dmnward from the top of the stab for the distance specffied. Fuly kmAifed.sfab is cordirnious mon that extends downward from the top to the stab and alorg the entire perimeter and cornpiet* covers the entire area under the std Aw wMdons: Data of this tabes is taken from the AMRAEAESNA Standard 90.1-2004, AMendix A. Joint Appendx JA4 - U -Factor, GFactor, and Thermal Mass Data 2008 Joint Appendices JA4-63 4.5 Miscellaneous Construction Table 4.5. t — Opaque Doors Descrfptiorr U4actor ( A Unirmulated single -layer metal swinging doors or non-swinging-doors, including sirgfe layer uninsulated access hatches and uninsutated smoke vents: , '1 1.45 Wrisulated double-layer metal swinging doo►s or non-swinging doors, wwAxfiirg double-layer' urinsulated access hatches and urinsutated smoke vents: :2 0.70 Insulated metai swengiig doors, irich" g fire-rated doors, insulated access hatchees. and insulated smoke vents: 3 0.50 Wood doors, minimum nominal Midvhess of 13!4 in. (44 mm), inching panel doors with minimum panel. U»dmess of 1-1/8 in. (28 mm), and solid core flush dors, and hollow core flush do= 4 050 Arry other wood d2or. 5 0.60 Lkkmjkited singe layer metal no# W dors ung fire rated door 6 1:45 Uhsdlated sirhgle Layer metal secoonaf dors, minimum insulation nom A ttockness of 1.318 inch eVanded polystyrene (R4 per inch) - 7' 0.178 Source: ASHRAE 90.1-2004, Section A7_ If If Joint Appeirfx JM - (-Factor, C -Factor, and.Thermal Mass Data Appendix D 2008 Residential Appendices RA4 D-1 Appendix D Eligibility Criteria for Radiant Barriers, Section RA4.Z2 Radiant barriers shall meet specific eligibility and installation criteria to be modeled by any ACM and receive energy credit for compliance with the energy efficiency standards for low-rise residential buildings. The emittance of the radiant barrier shall be less than or equal to 0.05 as tested in accordance with ASTM C-1371 or ASTM E-408. Installation shall conform to ASTM C-1158 [Standard Practice For Use and Installation Of Radiant Barrier Systems (RBS) In Building Construction.), ASTM C- 727 727 (Standard Practice For Installation and Use Of Reflective Insulation In Building Constructions.), ASTM C-1313 (Standard Specification for Sheet Radiant Barriers for Building Construction Applications), and ASTM C-1224 (Standard Specification for Reflective insulation for Building Applications). The radiant barrier shall be securely installed in a permanent manner with the shiny side facing down toward the interior of the building (ceiling or aftic floor). Moreover, radiant barriers shall be installed at the top chords of the roof truss/rafters in any of the following methods: 1. Draped over the truss/rafter (the top chords) before the upper roof decking is installed. 2. Spanning between the truss/rafters (top chords) and secured (stapled) to each side. "- ✓ 3. Secured (stapled) to the bottom surface of the truss/raitet (top chord). A minimum air space shall be maintained between the top'surface of the radiant barrier and roof decking of not less than 1.5 inches at the center of the trusstrafter span. 4. Attached [laminated) directly to the underside of the roof decking. The radiant barrier shall be laminated and perforated by the manufacturer to allow moisture/vapor transfer through the roof deck. In addition, the radiant barrier shall be installed to cover all gable end walls and other vertical surfaces in the attic. The attic shall be ventilated to: ' 1. Conform to the radiant barrier manufacturer's instructions. 2: .Provide a minimum free ventilation area of not less than one square foot of vent area for each 150 fig of attic floor area. 3. Provide no less than 30 percent upper vents. Ridge vents or gable -end vents are recommended to achieve the best performance: The material should be cut to allow for full airflow to the venting. The radiant barrier (except for radiant barriers laminated directly to the roof deck) shall be installed to have a minimum gap of 3.5 inches between the bottom of the radiant barrier and the top of the cer7ing insulation to allow ventilation air to flow between the roof decking and 2008 Residential Compliance Manual - _ — -- August 20x9 Appendix D 2008 Residential Appendices RA4 D-2 the top surface of the radiant barrier, and have a minimum of six (6) inches (measured horizontally) left at the roof peak to allow hot air to escape from the air space between the roof decking and the top surface of the radiant barrier_ • When installed in enclosed rafter spaces where ceilings are applied directly to the underside of roof rafters, a minimum air space of 1 inch shall be provided between the radiant barrier and the top of the ceiling insulation, and ventilation shall be provided for every rafter space. Vents shall tie provided at both the upper and lower ends of the enclosed rafter space_ • The product shall meet all requirements for California certified insulation materials (radiant barriers) of the Department of Consumer Affairs, Bureau of Home Furnishings and Thermal Insulation, as specified by. CCR, Title 24, Part 12, Chapteu12-13, Standards for Insulating Material. • The use of a radiant barrier shall be listed in the Special Features and Modeling Assumptions listings of the CF -1R and descnbed.in detail in the ACM Compliance Supplement. Oedang Air soa Radiam sav4br Me�ort3: r��nt8aii6esdtio ��olfoiii oi"riu�Ratier #leftd 4: iiadiard BariieiAttaelced'io (�idde.otiLdof Qpdi. . Figpoe 3-11— Methods of Installation for Radiant Barriers 2008 ResWerAW Compfiiance Manual August 20LV MfCROPAs' FP_:NF_sTiz*&.T.iot-a VALUF-S Table 2-4. Default Fenestration Product (1 -Factors (this table to be used by manufacturer's to establish a U factor rating without performance testing) Si�1c Pane Double Pati' Glass' Frani Typel Product Type U -)"actor LI -factor Block Metal Operable 128 0.79 0.87 Me131 Fixed 1.19 0.71 0.72 Nlcral GrcenbousdGwden w7indow 226 1.40 Metal Doors 125 0.1-1 Metal Skylight 1.98 1-9 meak Tbcrma) Break Oprrabic 0.66 Metal, Thermal Break Fixed 0. i Metal, Thermal Break Grecnbovsc-AGardcn nvtdow 1.12 Mcol, Thermal Break Doors 0-49 Nictak Thenal Break Skylight 1.11 Noe -Metal Operable 0.99 0.58 0.60 Nos -Metal Fixed 1.04 0.55. 0.57 Non -Metal Doors 0.99 0.53 ?ion !►Ictal Grccnho n windows 1.94 1.06 \oo-\fetal Skylight 1.47 0.84 1. For all dual elazed fenestration products, adjust the listed U -factors as follows: a add 0.05 for productswith disiiins bem-cen paws if spam is less than 716 im-b wide. b. Add 0.05 to any product with true divided lite (dividers through the pan s). ?. Traresluseent or transparent panels shall use glass block values. : r Qi ]VOTE - Lotwe G&n Defaau& SHGC Ijyou do not have an :'NERC ttaW for the MGS na e the clear rnlues fraw Table 2-5 Lots a gfan a nor o Onted product 2-38 t�MPL1ANCE 1211612009 ®20096y Enet+oanp; AN windows and glass doors will have non-metal frames with a weighted average WR.0 Wactor of .3'8 or less and a weighted average SHGC of .25 or less with high perbr nannce Low -E (Max) glass. _ Table 2-5. Default Solar Neat Gain Coefficient Total Window S)lGC Single Double Glass Frame Type Product' Glazing Pant Parc Block' Nlttal^ Operable Clear 0.80 0.:0 0.70 Metal Fixed Clew 0.83 0.73 0.73 Metal Operable Torted 0.67 0-59 Metal Fixed Tinted 0.68 0.60 Metai,'Thennal Break Operable Clear 0.63 Metal, TbemalBreak Fixed Clear 0.69 Metal, Thermal Break Operable Tinted 0.53 Metal,Thermal.Break Fixed Tinted 0S7 Non -Metal Operab* Clear 0.74 0.65 0.70 Non -Metal Fixed Clear 0.76 0.67 0.67 Now -Metal Operable Tinted -0-60 0S3 Non -Mew Fixed Tinted 0,63 0.55 SHGC = Solar Heat Gait; Ceeffic iew 1. Traruhascem at ti anspao,ent panels shall use glass block values Qi ]VOTE - Lotwe G&n Defaau& SHGC Ijyou do not have an :'NERC ttaW for the MGS na e the clear rnlues fraw Table 2-5 Lots a gfan a nor o Onted product 2-38 t�MPL1ANCE 1211612009 ®20096y Enet+oanp; AN windows and glass doors will have non-metal frames with a weighted average WR.0 Wactor of .3'8 or less and a weighted average SHGC of .25 or less with high perbr nannce Low -E (Max) glass. _ 1 ` h -Ile h 'Lys ' ".,4 � o . I ; -l.iZ( b3 MV, ;JN IMVI J U PELO_vN_.C3AS_ .FA- U .L`1.E_G.-1-t,..- �>_P_FG.D_. _. FAU- . Noam . Gas FAU DN.FLOW. CCAS _FASJ. _.__ . d . NQUT VETZ�...G.Q0-0cl C-0IL. - Txv- GoNflF-JSUJ4_UNIT20 La W4TF-12 {-{EATER.-. TA1 1�1 55. 4(�AtrL0.1� ly - :.LXT..- �sr �•.�TiiVG� i• 80 GAL... . _ ._ ...... - � - HVAC VU -CT -rES-t Re,ttV�ttl FtEo EE R Q�wi ... - -NART Ser_.teACI.c- TNER:NiDs?��'S_._.o.9z� VERIFY SOUND 0R01P1p.NCE REQ. (IF AIsY) PR10GZ 'fes. A -IC- Se.' r1cr AAUUU-UTITLE 24, INC. 7544 SADDLEHILL TRAIL, ORANGE, CA 92869 - (714) 771-1507 - FAX (714) 771-2939 - T-24@socal.rr.com April 29, 2013 Owner: Foremost Homes 70600 Country Club Drive Rancho Mirage, CA 92270 Designer: Kevin L. Crook Architect, Inc. 1360 Reynolds Avenue, #110 Irvine, CA 92614 Project: La Quinta Housing Projects Plan 1232 - Lot 4 (52315 Eisenhower) La Quinta, California Job No. 07057 2FCFl��Q 0�3 CO, �'I ®F 1A �ll� QPAJeN1_ CIN OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE B- �4 YIe%4 1I VENTILATION FOR INDOOR AIR QUALITY The following calculations are in compliance with section 150(o) of the 2008 Building Energy Efficiency Standards for low-rise residential buildings. The ventilation fan selection has a certified airflow rating that meets or exceeds the required minimum airflow when measured @ .25" w.c. for continuous operation. The minimum duct size specified must meet the requirements of Table 4-9 in the Residential Energy Manual. In addition, other mandatory requirements for indoor air quality are listed on the following pages. r r C p — r r '�iB C California Association of Building Energy Consultants 904=NO01=11=1D»0I=1r4CWJW'10VtlWd!—WM Rick Maurer R08-90-243 & NROB-90-527 Prepared By: ,� Rick Maurer Energy Plans Examiner Certificate No. R08-88-1601 and NR08-88-3583 California State License No. 502290 C20 Continuous Ventilation Calculation CFA = 100 + 7.5 (# of Bedrooms +1) = Ventilation Rate (Min. CFM @.25" W.C.) Plan 1232 — Lot 4 1232_100+7.5(3+1) = 12.32+30.0=42.32 Min. CFM Fan Selection: Broan #SSQTXE080 (or Equal) (One Required) 55 CFM @.25" W.C. .3 Sones Ventilation Exhaust Duct Size: 6"0 Flexible Metal Duct (or alternate per Table 4-9 CEC Residential Manual) No Limit on Duct Length indoor Air Quality and Mechanical Ventilation All low-rise residential buildings.are required to have a whole -building ventilation system and satisfy other requirements to achieve acceptable indoor air quality (IAQ). The Energy Commission adopted the requirements of ASHRAE Standard 62.2-2007, except that opening ani closing windows (although permitted by ASHRAE) is not an acceptable option for providing whole -building ventilation in California. The mechanical ventilation and indoor air quality requirements are mandatory measures. The applicable sections are §150(o) for new construction and §152(a) for additions. The following bullet points summarize the key requirements for most residences. • A whole -building mechanical ventilation system shall be provided. • Kitchens and bathrooms shall have local exhaust systems vented to the outdoors. • Clothes dryers shall be vented to the outdoors. • Ventilation air shall come from the outdoors and shall not be transferred from adjacent dwelling units, garages or crawlspaces. • Ventilation system controls shall be labeled and the home owner shall' be provided with instructions on how to operate the system. • Combustion appliances shall be property vented and air systems shall be designed to prevent back drafting. The wall and openings between the house and the garage shall be sealed. • Habitable rooms shall have windows with a ventilation area of at least 4% of the floor area. • Mechanical systems including heating and air conditioning systems that supply air to habitable spaces shall have MERV 6 filters or. better. • _ Air inlets (not exhaust) shall be located away from known contaminants. • Air moving equipment used to meet either the whole -building ventilation requirement or the local ventilation exhaust requirement shall berated in terms of airflow and sound. : a. All continuously operating fans shall be rated ata maximum of 1.0 sone. b. Intermittently operated whole -building ventilation fans shall be rated at a maximum of 1.0 sone. c. Intermittently operated local exhaust fans shall be rated at a maximum of 3.0 sone_ d. Remotely located air -moving .equipment ('mounted outside -of habitable - spaces) neednot meet sound requirements if there is at least 4* feet of ductwork between the fan and the intake grill. • A minimum intermittent ventilation airflow of 100 CFM is required'foir the kitchen range hood and a minimum intermittent ventilation airflow of 50 CFM is required for the bath fan. Page 4-74 Building HVAC Requirements — Indoor Air Quality and Mechanical Ventilation Page 4-75 Airflow Rating From ASHR4E 622-2007 Section 73 A# -Bow Rating The airnows requ ied by Ods standard refer to the dermered airflow of Me system as mstaned and tested using a now hood, flow grid, or other arrow measuring device_ Altematrvely, the aw8ow rating at a pressure d 0 25 in w c- may be used, provided the duct siring meets the prescriptive requirements of Table 7.1 or mmufacturers' design Compliance with the ventilation airflow requirements for a ventilation system can be demonstrated in one of two ways: i_ The ventilation system can be tested using an airflow measuring device after completion of the installation to confirm that the delrvered ventilation a-rrflaw meets the requirement The bw7derlanstaller must also fist the result of the airflow measurements) for the ventilation fan(s) on the Installation Certificate (CF-6R-MECH-05) for the bugdng_ The ventilation airflow must be measured and reported for anytall ventilation system types installed in the bud(&g, except for those described in Rem 2 below_ 2_ S"tmp!e e)dhaust systemss can comply by performing and documenting an inspection of the installation to verify conformance to a prescriptive requirement that the fan has a certified airflow rating that meets or exceeds the required ventilation airflow, and the duds for the ventilation system meet either the fan manufacturers published dud design speafimbons, or the prescriptive dud design requirements given in Table 4-9 below (Table 7.1 of ASHRAE 62.2)_ The bu►lderinstaller must also fist the description of the installed fan equipment and duct design criteria for the ventilation fan(s) on the Installation Certificate (CF-6R-MECH-05) for the building. The fan's certified airflow rating must be based on tested performance at Me 025 inch w.c- operating point_ The certified airflow rating of a ventilation device is generally available from the manufacturer, and is also available for hundred's of products in the Horne Ven� WMute (WQ Certified Products Directory at the Hvt website (YJ.ti�yhv+.ors)_ Manufacturers can choose whether to provide the certified data for pos" at the HM website, but all of them should have available the rated data at. 0.25 inches of water column static pressure. B the manufacturer's duct system design specifications are utilized for compliance, the enforcement agency may require that the manufacturer's published system design documentation be provided for use in inspection of the installation(s)— The prescriptive dud design criteria given in Table 49provide rnaxirmim dud lengths based on various dud diameters and duct type: As can be . seen, the higher the flow, the larger in diameter or shorter in length the dud has b be- Also note that srnool h duct can be used to manage urger dud rums. Interpolation and extrapolation of table 4,9 (Table 7.1 of ASHRAE 622) is not allowed For WrIlw values not fisted, use the next higher vaAie. The table is not applicable for systems with airflow greater than 125 cfm at 025 -inches of water column stafgc pressure. Taliliee 4-9— Pr a Dud S&vW far Single Fan Eidiatrs! Systems (huam 622; Tame 7.1) D.1 Type ` Rnc Dart Samoan taxa Fan &LWX-j 50 80 100 125 50 Be 100. 125 D than Ma'drrxrm Lergtrh L 3 X X X X 5 X X X 4 70 3 X X 105 35. 5 X 5 NL 70 35 20 K- 135 85 56 6 P& DL 125 95 NL NL NL M 7 and above t&L NL' NL NL K- NL NL NL This table assumes no elbows. De&d 15 feet d allowable dud tergih !lar eacb elbow_ NL = no tint on dud kno d tlos size_ X = not aftwred, any length d dud or Osis sae with assumed tams and W&ng will exceed the rated pressure drop- AS RAE Standard 62.2 Mace Simple Whole House (Continuous) Ventilation Requirements Whole House or Continuous refers to providing a consistent level of ventilation throughout the day in order to remove indoor air pollutants of all types. The maximum sound level is 1.0 Sones. To determine the cfm requirements for whole house or continuous ventilation, ASH RA E provides a simplified; table (A) based on size of the home and number of bedrooms. The cfm levels in the c can be met by testing the installed ventilation devices for actual airflow or simply using the certified ratings of a fan at 0.25' stats pressure assuming a proper duct size is used. The minimum duct diameters are fisted in Table B and show that 6' ducted fans are - acceptable choice for all installations. It is only acceptable to use 4' duct for installations using a 50 cfm fan or an 80 cfm fan wl duct length is 3' or less without bends. TABLE A Floor Area (ftp 0.1 2-3 Bedrooms 4-5 6-7 >7 <1500 30 45' 60 75 90 - 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 7500 105 120 135 150 165 Requirements are munrmmn and assume coraimrousty running fans. ' Table A is dervied frmn the following formula which can also be used: CF M = (sq ft. x .0)) 4 7.5 x [no, of bedrooms -P ) ) Note: Larger farts with mme cfm are ahvays better to remove steam more quickly TABLE B Duct Type Flex Duct • SmsotA Dmt Fan Rating cfm @ 0-25 im w -g. 50 8o 100 50 80 101 Diauuter, in. NaOraum Length, & 3' X X X S' X X 4' 70' 3' X 105' 35' S' 6' — — 125' — oe Assumes no elbows Deduct 15 ft of allowade duct length for each elbow. ao = kdr itite or tmlimited X = not allowed, arty length of duct of this size with assurned turns and flair, will exceed the rated pressure drop. Meet Standard 62.2 Whole House Ventilation Requirements With These Fans From Broan-NuTone Models in the chart are color -coded to correlate with Table A. Multiple farts are needed for larger homes requiring more than 90 c HVI Certified CFM 0 0.25' Description Broan Model NuTone Model Duct Size HVI Certified Sones @0-1* Error( Star 39 50 CFM Fan QTXE050 QTXEN050 6' <0.3 Yes 55: '. 80 CFM.Fan.... ..: QUE680.;:-.... QTXEN080 . - : - '6{:; .. 0-3 - Yes 'a 55 80 CFM'Sii aAS- KiseO Fan SSQiXE080 6� 1)3'. �� -Yes- S5: 80 CFM FarVF►voresc 4 719th `:.:. , _ .QTXE QTXENp�fFLT .. ,�_ ... .Y�_•. 55.• 80 -CFM Fan- :. QTREO�v'.' QTREN080 . . - 4'' '0:8Y ::' :: yes. 55.: - 80 CFM F, [WFluorescetd Light"..:- QTf; 080 .L'T ,: QTRENti80FET,':,• '4'; .: ;;04I3•;-- ;: : ' - :Yes _. 67 80 CFM Fan QTR080 QTRN080. 4!-' . 1.0 No 67 80 CFM FarVLi9M QTRoBOL QTRNO8OL 4' 1:0. ' No 82 110 CFM Heple;dFanlLiOd , QTX120HFL .- QTXNI1oiiFL •1 6'- :`' : 0.9 No• 90.. ' 110 CFM. Humidity..SeiLiirig fan :=; 'QTXIki)'QS QTXr Jd71US:. '.: :6' `= 0:7-.' .'°-.Y;;,:.;: ;Xe3'?: QTXEIIO :.. QTXENI10 fi''..-. p.7..::. :_.: 'Yes• 9b" 110 CFM SrtiaitSetiFork_ .... _.:::.. SSQT%E110 90.--- 110 CFM. Humid"dy.SensingEanWhiorescentl,, QTXEIIOSFLT'• 9TXEN110SFLT •6'-.:0.7-- '� ; Yes:.; --- 90 ..110 Ci MA '96rr4ir4 SerTsing Fan/Light QTXEIIUSL QTXENilOSL 6 •!. 0.9 No 9Q .;?;:,-;_:.- .110:GFM FarVFh>otesccYitEi9M QT.XEII4FL�-• Q7XEt1b110FLT: 6' .- : 0.7 •.-. Yes Local (Intermittent) Ventilation Requirements Local or Intermittent Ventilation refers to usage such as to remove huni rty froar showers or cooking at a -maximum smW level of 3.0 Sones, It requires a rating of at least 50 cfm at 0.25' of static presu re and a rnaximm of 3.0 Sone ging at 0.2* of static pressure. All models in the above chart (except QTXE050 and QTXEld050) meet the requirement as do the following: Bman NuTone Fars QTXE150, QTR140,QTREIIO, QTR110, QTXEN150, QTRENIIO, QTRNIIO, HD8011T, QTRE100S, QTRO70, "DW, 683, 684' 6728, 8832WH, 8832SA• f Famgls QTXE150FLT, QTR140L, Q.TREIIOFLT, QTXEN150FLT, QTRENIIOFLT, QTRN120L, IfO80LNT, QTRIIOL, QTRO70L, 744, 744FL, 683L, 757SM 744NT, 744FLNT, 757SNNT, 768CHNT, 769RL, 769RF1 Ileater/FanlL.ights 1001ft, 100HFL 765HLi 765HFL F r E B Vr i _ NuTone www.Broan.com . www.NoTone.com Broan•NuTone ILC, 926 W. State Street, Hartford, WI 53027 •800.558-1711 i In Canada call 87748964119 1 02009 Bra NUTcne. LLC - Prmtrd in USA - S)09 - 9995 0855 BRA00-4N* SPECIFICATION SHE Broan SmartSenseO INTELLIGENT VENTILATION SYSTEM SSQTXE080, SSQTXE110 & SMSCPLR Improve air quality throughout the home automatically and efficiently - a smart solution to home ventilation. FEATURES • Removes pollutants such as house hold.cteaners, VOCs, carbon dioxide/monoxide-and off -gassing from building materials, carpets and other furnishings • Helps remove gases and particles that are not trapped by any filtration unit Program a single control for a ventilation rate to match The size of the'home • Automatically adjusts total run-time based on square footage and number of bedrooms • Optimizes energy usage by monitoring normal fan operation and adjusting automatiCventilation time as needed • Continuously monitors and if necessary, activates other Broan SmartSense• systems located in different loca- tions within the home — day and night • No control wiring required — controls communicate over existing home power wires Uses less than 40 watts during ventilation cycles — in most installations • C(At effecfive and energy efficient ventilation strategy • Broan Ultra Silent'" fans operate at a barely audible 0.3 (80 CFM fans) or 0.7 Sones (110 CFM fans) • Easy installation of fans in the ceding, vented to the . exterior using 6 -inch dud • Up to 10 systems can be combined into an air quality network • Meets ASHRAE 62 — related ventilation requirements 61Q. r N S T E a M ENA O[EO Broan SmartSense uses INSTEON—, a powerful wireless Iwrne cx»d ted-o"y 1W I O CONTROL PHASE (Rec«mrend COUPLER deeD (Reoommenc deep et ) SW9*-9" 80 CFM FAN (Model QTXE080) electrical box; 110 CFM FAN (Model QTXE110) (see fan spec sheet) SSQTXE080 SSQTXE110 Contains. Contains: 1 - 80 CFM Fan 1 - 110CFM Fan (Model QTXE080) (Model QTXE110) 1- SmartSense• Control 1 _ SmartSenseOControl SMSCPLR Phase Coupler Required for multiple systems on opposite electrical power phases CONTROL SPECIFICATIONS Paddle Type: Rocker action Color. White Paddle 8 Trim Frame Almond Paddle 8 Trim Frame included Conditions: Indoor, 400 to 1049 F. up to 85% relative humidity Supply Voltage: 120 VAC +/-10% 60 Hz, single phase Max. Load: 480 Watts i icandesaNk 13A resistive Certification: Safety tested for use in IDSA and Canada (En- #3017581) Broan-NuTone LLC Hartford; Wisconsin vvai W_broan.com 8W558-1711 REFERENCE ! CITY_ REMARKS .Location. Architect Engineer Contractor Submitted by Date 80K 99044389 V Ver. HS+ 160 6 S •6.5 Rev. 0 AN PRODUCTS 160 Section 1-11 CERTIFIED VENTILATING F .Mom STATHC ' STATIC SERBS MO OR SERIES DETAtS PRESSURE" CFM" SONES WATTS OR OTXIIOSL @ 0.2W SP @ 0.25 • SP 110 90 0.9 33.5 33.0 OTXE050 160 6.5 50 <0-3 19-7 110 402404 @0.25 -SP' 39 @ OAW SP 192 OMOW SP140 @025. -SP 80 55 0.3 23-3 23.2 OTXE080FLT @025 -SP 8D 55 0-3 23-3 232 OTXE110 @ 02V SP @0 -25 -SP, 110 90 O] 33-5 33.0 OTXE110FLT 195 @ 025 - SP 110 90 0.7 33.5 33.0 OTXE110S @025'SP 110 90 0-7 33.5 33.0 OTXE110SFLT @025 -SP 110 90 0.7 33.5 33.0' OM150 503 @ 025 - SP 150 118 1-4 51-3 50-1 OTXE150FLT @ 025 - SP 150 118 1.4 51-3 50.1 SSOTXE08080 __� @ 025 - SP ---� 55 0.3 23.3 232 SSOTXE110 025 -SP 110 14 ---� 90 0.7 33-5. 33.0 250 @ 508 Ooin+&A Kkhm 273003 EA 509 500 18o 27369Ci 509S 500 180 6.5 R1 DWM 500 6-5 L509SM RMDD3604 180 .500 KAchen Ramie Hoods - Mded 8 Convedif* RMDD4804 • 103023 Ver. HSS 360 5-0 Hor. HS+ .360 4-5 113023 Mm Fans (a8 models) 360 4-5 X00 @ 02? SP 110 113042 ver. "S* 190 @ 040• SP 98 Ha FIS+ 6P140 8.5 @ 028r SP 130 300 4.5. 15300! @ 0.40• SP 141 _ 300 4.5 bP2W Ver. "s -6.S+. 0 0.20' SP 210 45 153023 VOL "S*300 @04vSP 200 153601 Vei. HS+ MP2W 300 @ 0.2r SP 290 Ver- FIS+ •300 4-5 @ 0.40' SP 265 300 HIB3 ver- tIS+ @ 020' SP 260 300 4-5 402101 Flor IHS+ @ Q20r SP280 160 6.5 HHLB6 v6L "S* ..@ 020' SP' 600 }l5. @OWSP 600 mmvec FTS► 00.20' SP 700 Her. FHS+ @ 02V SP 800 402102 Ver. HS+ 160 6 S •6.5 Rev. 0 AN PRODUCTS 160 Section 1-11 ML ver. HS► STATHC ' .65 SERBS DETAK.S PRESSURE" CFIr SONES WATTS HLOt 1 ver. HS- @ 0.2W SP 1000 160 Hor- FIS+ @ 020' SP 1100 160 6.5 SPIOO Hoc HS+ @ 02W SP 110 402404 VOL HS* 160 @ OAW SP 97 Ha. HS► SP140 6.5 @ Ow SP 150 1b0 @ 0.40' SP 133 63 SP200 @ 02V SP 210 @ 0.40r SP 195 Kkhen - EAwd Fans 12C 370 8.0 502 270 8-0 503 160 5-0 504 350 6.5 505 180 6.5 506 470 8.0 507 250 7-0 508 270 6.0 509 18o 6.5 509S 180 6.5 508SR,DC 180 6-5 L509SM 180 6-5 KAchen Ramie Hoods - Mded 8 Convedif* 103023 Ver. HSS 360 5-0 Hor. HS+ .360 4-5 113023 ver. HS+ 360 4-5 Hm HS* 360 4.5 113042 ver. "S* 190 8b Ha FIS+ 200 8.5 153WI VOL FIS+ 300 4.5. 15300! Ver. FHS+ _ 300 4.5 1530M Ver. "s -6.S+. '3DO 45 153023 VOL "S*300 4-5 153601 Vei. HS+ 300 4.5 153602 Ver- FIS+ •300 4-5 153W4 Ver. HS* 300 4.5 153623 Ver_ FIS+ 300 4-5 402101 verw-4 160 6.5 Fla FIS+ 160 65 402102 Ver. HS+ 160 6 S •6.5 Fla FIS+ 160 402108 ver. HS► 160 .65 Hor. HS+ 160 6b 1402401 VOL HS• 160 6.S Fla HS+ 160 402402 Vet. HS+ 160 6.5 Hoc HS+ iGO 6.5 402404 VOL HS* 160 &S Ha. HS► 160 6.5 402408 Ver•IHS+ 1b0 Ha W>+ 160 63 • STATIC Pj&SS Brie WA7M GAGE pK W" Dbed Disdarge Fan Qk*ftded) @ OA3 b: !8 DKW Fans 0 ate iL WX 025 bL W9 * brine Fans @ e.20.bL WX WO adds WMI W0689 for sb& Pmsswe "CONVERSIONS; . Pascale = b. W9 x 2% L'bm per Seoond P*) = cfm x OAT ROT@ CHANGES IN RED I1IpCA7E RECENT REVISKM TO TINE HVI CER MED HOSE VENTILATING PRODUCTS DIRECTORY. 1 L ` � TIMBER PRODUCTS May 17, 2010 To Whom It May Concern: This is to verify that Spates `Fabricators, Inc. of Thermal, CA is a Subscriber. in the Timber Products Inspection (TP) and General Testing and Inspection (GTI) Truss Quality Auditing Program since June, 1990. The TP and GTI Truss Quality Auditing Programs are recognized by the International Accreditation Service (IAS) with the assigned number of AA7664. TP and. the GTI quality assurance marks have been recognized in the West by the truss industry and code jurisdictions since 1969. TP currently audits truss manufacturing facilities nationwide.. TP is conducting unannounced, third party audits at Spates Fabricators, Inc. of Thermal, CA. This facility is currently in good standing in the TP Truss Quality Auditing Program. Spate's Fabricators, Inc. personnel are authorized to apply 'the GTI quality mark to trusses that are manufactured in accordance with the latest revision of the ANSI/TPI Standards. All stamping takes place at the truss manufacturing facility, under supervision of qualified plant personnel.. If you have questions regarding the. status of any plant in the TP/GTI Program, please contact me on my cell 208.818.7869. Sincerely, TIMBER PRODUCTS INSPECTION e " 14611-4 Brian Hensley Truss Manager .—Western Division_ /j r Xc: File 105 SE 124th Avenue Vancouver, Washington 96684 360/449-3840 o FAX: 360/449-3953 o 1?O. Box 919 0 1641 Sigman Load ®�} Conyers, Georgia 30012 770/922-8000 ,o FAX:170/922-1290 ICC -ES Evaluation Report ESR -1988 Reissued June 1, 2010 This report is subject to re-examination in two years. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00 -WOOD, PLASTICS AND COMPOSITES Section: 06 17 53 -Shop -Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: TL18, MT18, MT18HSTM, TL20 and MT20 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ 2006 International Building Code (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ 1997 Uniform Building Code T11 (UBC) Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood -frame trusses. 3.0 DESCRIPTION 3.1 MiTek® TL18 and MT18: Models TL18 and MT18 metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2 -inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1 -inch (25.4 mm) multiples. See Figure 1 for details. 3.2 MiTek® MT18HSM: Model MT18HSTII metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653, Grade 60, high-strength, low -alloy steel (HSLAS) with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plate has teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2 -inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1 -inch (25.4 mm) multiples. See Figure 1 for details. 3.3 MiTeO TL20 and MT20M: Models TL20 and MT20TM metal truss connector plates are manufactured from minimum No. .20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A 653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2 -inch width (12.7 mm) increments, up to 12 inches (304.8 mm), and lengthwise in 1 -inch (25.4 mm) multiples. See Figure 1 for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Section 4 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed StL� as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as p�_- 40 to any finding or other matter in this report, or as to any product covered by the report. xnrutu- camacr Copyright © 2010 PDF created with pdfFactory trial version www.pdffactory.com Page 1 of 4 ESR -1988 I Most Widely Accepted and Trusted Page 2 of 4 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time. of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these truss plate connectors, must be accompanied by documentation showing that the design, manufacture, and proposed installation conform with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. 5.5 All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code, and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4.5 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in St. Charles, Missouri; Phoenix, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate .Connected Wood Truss Construction, ANSI/TPI 1- 2007. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the MT20Tm plate is embossed "MT20"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR -1988). PDF created with pdfFactory trial version www.pdffactory.com ESR -1988 1 Most Widely Accepted and Trusted Page 3 of 4 TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG I AA I EA AE EE Pounds/ inch/Pair of Connector Plates Efficiency TL18, MT18, MT18HSTm, TL20 and MT20TM Efficiency Pounds/ inch/Pair of Connector Plates Douglas fir -larch 0.49 248 203 170 171 Hem -fir 0.43 188 159 133 141 Spruce -pine -fir 0.42 206 162 125 122 Southern pine 0.55 244 192 171 178 For SI: 1lb/in` = 6.9 kPa. NOTES: 'Tooth -holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load. EA = Plate perpendicular to load, wood grain parallel to load. AE = Plate parallel to load, wood grain perpendicular to load. EE = Plate perpendicular to load, wood grain perpendicular to load. 'All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses; multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial -embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2 -EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES' PROPERTY FORCE DIRECTION TL18 AND MT18 MT18HSTm TL20 AND MT20TM Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Tension values in accordance with Section 5.4.4.2 of TPI -1 (Minimum Net Section over the joint)2 Tension @ 0° 0.5 1149 0.48 1596 0.49 857 Tension @ 90° 0.52 1208 0.5 1671 0.49 854 Tension values in accordance with TPI -1 with a deviation [see Section 5.4.9 (e) 11 (Maximum Net Section Occurs over the joint) Tension @ 0° 0.59 1349 0.59 1975 0.59 1035 Tension @ 90° 0.53 1214 0.51 1727 0.49 861 Shear Values Shear @ 01 0.56 874 0.55 1099 0.51 604 Shear @ 30° 0.66 1023 0.57 1153 0.74 876 Shear @ 600 0.83 1283 0.74 1492 0.82 970 Shear @ 90° 0.49 757 0.52 1052 0.58 686 Shear @ 120° 0.39 608 0.4 802 0.42 498 Shear @ 150° 0.45 702 0.37 745, 0.5 592 For SI: 1 Ib/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: 'Minimum coated thickness is 0.0356 inch (0.904 mm) for 20 gage, or 0.0466 inch (1.184 mm) for 18 gage in accordance with Section 4.3.4 of ANSI/TPI 1. Minimum coating thickness for G60 is 0.0010 inch (0.025 mm) total for both sides in accordance with Section 4.3.6 of ANSI/TPI 1. 2Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 'Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. PDF created with pdfFactory trial version www.pdffactory.com ESR -1988 I Most Widely Accepted and Trusted Page 4 of 4 0.125" 0.250" 0.125" 0.375" 3.2 mm 6.4 mm 32 mm 9.5 mm WIVIT, mi, o0000000000o W WDTH MT18, TL18, MT18HS, MT20, TL20 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) PDF created with pdfFactory trial version www.pdffactory.com