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13-0472 (SFD)r ' 4 P.O. BOX 1504 ✓ VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/11/13 Application Number: 13-00000472 Owner: Property Address: 52445 AVENIDA HERRERA FOREMOST HOMES, LLC APN: 773-263-021-10 -000000- 70600 COUNTRY CLUB DR. Application description: DWELLING - SINGLE FAMILY DETACHED RANCHO MIRAGE, CA 92270 Property Zoning: COVE RESIDENTIAL Application valuation: 83366 jt h' 12 2013 Contractor: ClTyOF CA QUINT,q Applicant: Architect or Engineer: DANTOR MARTINEZ CONSTRUCTI FINANCE DEPT 81057 AVENIDA ROMERO INDIO, CA 92201 (760)702-6209 Lic. No.: 926128 ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. - /yicense Class: B A License No.: 926128 V Date: {'1� Contractor: ,) O Vy l-� 1 Iv 1 qr OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that.he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I— 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: — Lende'r's Address: LQPERMIT --------------- - - - WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND INS Policy Number 1960997 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manne so as to become subject to the workers' compensation laws of California, and agree that, if I uld become subject to a workers' mpen provisions of Section 3700 of the Labor e, I shall forthwith co ly wit isio Date:2—1 Applicant: WARNING: FAILURE TO SECURE KERS' C MPENSATIO COVERAGE IS UNL FUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALT ES AND CIV FINES UP TO ONE F JNDRED THOUSAND DOLLARS ($100,000). IN -ADDITION TO THE COST OF COMPENSATION, DAMA.QI DAMS 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 ' ding constrEfses. hereby authorize representatives of this county to enter upon the above-mentioned pro r for inspe Date: 1a 1 L_I T✓Signature (Applicant or Agent). t Application Number . . . . . 13-00000472 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 474.00 PATIO SQ FTG 53.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 1232.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 567.50 Plan Check Fee.. 368.88 Issue Date . . . . Valuation . . . . '83366 Expiration Date. 12/08/13 Qty Unit Charge Per. Extension BASE FEE 414.50 34.00 4.5000 ---------------------------------------------------------------------------- THOU BLDG 50,001-100,000 153.00 Permit . . . ELEC-NEW RESIDENTIAL' Additional desc . . Permit Fee . . . . 82.60 Plan Check Fee 20.65 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/08/13 - Qty Unit Charge Per Extension BASE FEE 15.00 1232.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 43.12 474.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.48 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 12/08/13 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit MECHANICAL LQPERMIT Application Number . . . . . 13-00000472 Permit MECHANICAL Additional desc ' Permit Fee 59.00 Plan Check Fee 14.75 Issue Date . . . . Valuation 0 Expiration Date 12/08/13 Qty Unit Charge Per Extension 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 Additional desc . . Permit Fee . . . . 115.50 Plan Check Fee 28.88 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/08/13 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 6.0000 EA PLB FIXTURE 48.00 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 LEFT)ARCHITECT: KEVIN CROOK C15564.2010 CODES; 2013 DIF **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ'S and DRIVEWAY APPROACH** ------------7--------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 4.00 DIF COMMUNITY CENTERS-RES 129.00 DIF CIVIC CENTER - RES 942.00 ENERGY REVIEW FEE 1 36.89 DIF FIRE PROTECTION-RES 433.00 DIF LIBRARIES - RES 344.00 MULTI-SPECIES (MSHCP) FEE 521.00 DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 STRONG MOTION (SMI) - RES 8.34 TUMF: RESIDENTIAL _ 1837.44 LQPERAIIT r-• r Application Number . . . . . 13-00000472 ---------------------------------------------------------------------------- Other Fees . . . . ... . . . DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary ----------------- Charged ---------- Paid ---------- Credited -------------------- Due Permit Fee Total 839.60 .00 .00 839.60 Plan Check Total 433.16 250.00 .00 183.16 Other Fee Total 9301.67- .00 .00 9301.67 Grand Total 10574.43 250.00 .00 10324.43 LQPERMIT P.O. BOX 1504 �/� 8-495 CALLE TAMPICO Address Z� >�v L`� �' QUINTA, CALIFORNIA 92253 Mailing �\ Address -70 b�V (�011k` V rw t,y City Zip J JTel. IM ")E 1._ Nontractor 1W4k-6V- Address '910 a City Zip Tel. d `1220 1 ,66 '702-6 ZG State Lic.p City & Classif. 1 Z�o �'L� Lic. # Arch., Engr., Designer k4LVIVI C. & O G Address Tel. 1 �1 ±r v I hG lA , I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, after, 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 hWdred 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 appy to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) O I am exempt under Sec. B. & P.C. for this reason Date q Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it 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 APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number -77?-2u7-p2_1 Legal Description , ,, Project Description 19 d C -r1 k1CLA ✓IP tA Ii Com fir t_I t'� G Sq. Ft. No. Size 12-12-- Sto No. Dw. NewJ@_ Add ❑ Alter ❑ Repair ❑ Demolition ❑ I CITY OF LA QUINTA FINANCF nFQT. Estimated Valuation -A –7 0 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL 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: Date Permit Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Date 6/12/13 No. 31687 Owner Foremost Homes Address 70600 Country Club Dr. City Rancho Mirag Zip 92270 Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units 4���)Fi:�s�AMM ,o Q BERMUDA DUNES 0 V) RANCHO MIRAGE b {�J INDIAN WELLS PALM DESERT ' y LA QUINTA QINDIO y' O 773-263-021 La Quinta Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 52455 Avenida Herrera 1232 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 ` Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: 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 C/C California Bank, James Fortson Check No. 355573 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent Fee collected /exempt by Patrici Barbuzza Payment Recd $3,942.40 Over/Under Signature / , ,1 NOTICE: Pursuant to Government Code Section 669")(1), this will serve 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: 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) oWanother 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 RECORDING REQUESTED BY: Orange Coast Title AND WHEN RECORDED MAIL TO: Foremost Homes, LLC 70600 Country Club Drive Rancho Mirage, CA 92270 DOC # 2013-0103630 03/01/2013 04:00 PM Fees: $15.00 Page 1 of 1 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder —This document was electronically submitted to the County of Riverside for recoding"" Receipted by: MRUIZ THIS SPACE FOR RECORDER'S USE ONLY: Title Order No.: 140-1427572-66 Escrow No.: 120523JR TRA: 020-017 GRANT DEED A'Pn: q73-2l.oa-Dzi THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX is $NONE • 0 0 [X] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale. [ ] Unincorporated area [X] City of La Quinta AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JBRE INC, a California Corporation hereby GRANT(s) to: FOREMOST HOMES, LLC, a California Limited Liability Company the real property in the City of La Quinta, County of Riverside, State of California, described as: Lot 10 in Block 83 of Santa Carmelita at Vale La Quinta, Unit No. 10 as shown by map on file in Book 18, Page 70 of Maps in the office of the County Recorder of Riverside County, California. Also Known as: Lot on Avenida Herrera, La Quinta, CA 92253 AP#: 773-263-021-1 DATED February 27, 2013 STATE OF CALIFORNIA COUNTY 0 RIVERSIDE On before me, Judith Rogers A Notary Public personally appeared James Fortson" toIr(\iQ COrIPo rad ; on who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), Notary Public - Calltgrnla and that by his/her/their signature(s) on the instrument the Riverside County person(s), or the entity upon behalf of which the person(s) M acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. /1 (Seal) IF NO PARTY SHOWN, MAIL AS DIRECTED ABOVE: Signature MAIL TAX X JUDITH ROGERS Commission # 1942391 i � `� z Comm. Expires Jul 24, 2015 JAN -16-2014 THU 06:02 PM RIVERSIDE COUNTY FIRE FAX NO, 17606637072 P. 02 Riverside County Fire Department Fire Protection Planning Section Rlverelae 0lRte: 2300 Market St, Ste. 180, Rlvarlae, CA 02x01 Ph. (061) 00x.4777 Fax(001)OW-4886 Palm Desert Me: 77.033 Las MontaBas Rd., # 201 Palm Desert. U 92211-013) Ph. (760) 863.8886 Fax(760)863-7072 ' Fire Department Clearance/Release Date: 1/16/2014 To: LA QUINTA B&S Fax: Tract/Parcel Map M FOREMOST Permit/Lot #: LAQ-13-RS-031 Job Site Address: 52445 AVENIDA HERRERA City, State, Zip LA QUINTA ® Final For Recordation ❑ Final for Alarm .System ® Final for Fire Suppression System ❑ Shell Final Only (No Tenant) 171 Release For Residential Sprinkler Installation Building Plan Check Fees Paid, Water Requirement Met- if water applicable II Building Plan Check Fees Not Paid _❑ Residential Sprinkler Plan Check Fees Paid ❑ Residential Sprinkler Plan Check Fees Not Paid ❑ Other Fees ❑ Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. KOHL HETRICK Print Name of Plan Reviewer/Inspector Approved Release Sent sy: Print Name Forts C — Revleea 3/01J2012 ® ` TIMBER PRODUCTS INSPECTIOM 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 AA -664. 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, Brian Hensley Truss Manager— Western Division /) r Xc: File 105 SF 124th Avenue o ? 17.0. Box 919 1641 Sigman Road Vancouver; Washington 98684® } Conyers, Georgia 30012 360/446-3£840 a FAX: 360/44973953 ,nrwm- 770/922-800b. o 17AX: 770/922-1290 IMES Evaluation Report ESR -1988 www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 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, MTI8HSTM, TL20 and MT20 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 Intemational 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 TM (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'/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. Reissued June 1, 2010 This report is subject to re-examination in two years. A Subsidiary of the International Code Council® 3.2 MiTek® MTI8HS1m: Model MT18HSTM 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 '/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 MiTek® TL20 and MT20TM: 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 73 as an endorsement of the subject of the report or a recommendation for its use. There is no warrant), by ICC Evaluation Service, LLC. express or implied, as to any finding or other matter in this report, or as to any product covered by the report.. X- - Copyright © 2010 RDF 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). FDF 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 AA 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/int = 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)Z Tension @ 0° 0.5 1149 0.48 1596 0.49 857 Tension @ 90° 0.52 1208 0.5 1671 1 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 13490.59 1975 0.59 1035 Tension @ 90° 0.53 1214 0.51 1727 0.49 861 Shear Values Shear @ 0° 0.56 874 0.55 1099 0.51 604 Shear @ 30° 0.66 1023 0.57 1153 0.74 876 Shear @ 60° 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. . RDF 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" 3.2 mm 6.4 mm 32 mm o�o�o�o�o�a� C) � 000000000000 WIDTH 0.375" 9.5 mm MT18, TL18, MT18HS, MT20, TL20 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) F14DF created with pdfFactory trial version www.pdffactory.com '' '`UIC■ \ �*"VUlf U 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 April 9, 2013 it CITY OF LA (QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA 415=1 tL l3 By I 3 - 4.72. RECEIVE.. Project: La Quetta HousingProjects 1 Plan 1232 - 'Lot 10 (52445 Avenida Herrera) APR 16 2013 La Quinta, California Job No. 07057 CITY OF LA QUINTA COMMUNITY DEVELOPMENT VENTILATION FOR INDOOR AIR QUALITY The following calculations are in compliance with section 150(0) 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 _r r .C.A California Association of Building Energy Consultants c e Rick Maurer R08-90-243 & NR08-90-627 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 10 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 r 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 and 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 properly 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 Inot 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 at a 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-erated at a maximum of 3.0 sone. d. Remotely located air -moving .equipment (mounted outside of habitable spaces) need not 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 for the kitchen range hood and a minimum intermittent ventilation airflow of 50 CFM is required for the bath fan. Ot r' If Page 4=74 Building HVAC Requirements — Indoor Air Quality and Mechanical Ventilation Page 4-75 : AirflowRatrng From ASHRAE 622-2007 Section 7.3 AN&w Rating The airflows requared by this standard refer to the delivered airflow of the system as installed and tested Lmirrg a flow hood, Bow grid, or other airflow measuring device. Afternatively, the axfiow rating at a pressure of 0.25 in. w a may be used, provided the duct sizing meets the prescriptive requirements of Table 7 1 or manufacturers' design Compliance with the ventilation airflow requirements for a ventilation system can be demonstrated in one of two ways: 1_ The ventilation system can be tested using an airflow measuring device after completion of the installation to confirm that -the delivered ventilation airflow meets the requirement. The buitderfnstaller must also list the result of the airflow measurement(s) for the ventilation fan(s) on the Installation Certificate (CF-6R-MECH-05) for the burldtng_ The ventilation airflow must be measured and reported for any/all ventilation system types installed in the Dui, except for those described in item 2 below. 2. Simple exhaust systems 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 duct design specifications, or the prescriptive dud design requirements given in Table 4-9 below (fable 7.1 of ASHRAE 62.2). The builderinstaller must also fist the description of the installed fan equipment and dud 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 the 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 hundreds of products in the Horne Ventilating Institute (I -M) Certified Products Directory at the HVh website (vrtiw.hvi.or,). tNanuFacAuers can choose whether to provide the certified data for posting at the W website, but ail of them should have avai bbhe the rated data at. 6.25 inches of water column static pressure. If the marwfadurer's dud system design specifications are utilized for compliance, the enforcement agency may require that ft manufacturer's published system design documentation be provided for use in inspection of the installation(s). The prescriptive dud design criteria given in Table 4-9 provide maximum dud lengths based an 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 smooth dud can be used to manage honger dud runs, interpolation and extrapolation of table 4-9 (Table 7.1 of _ ASHRAE 62-2) is not allowed_ For airflow values not listed, use the next higher vakw- The table is rot applicable for systems with airflow greater than 125 chn at 025 inches of water eokom static pressure. Tabie 4-9 = Pre. sorow Dud SizvW far Singfe Fan Exhaust Systems fhem 62 .2, Table 7.1) Dud Type tsar. RaSr g (atn,@ 0.25 im Mme).. oiameter kK h Fkx Dud I 80 100 125 50 Maximum LOO& it Smooth► Dud W 1 100 125 3 X X X X 5 X X X 4 70 3 X X Jos 35. 5 X 5 NL 70 35 20 NL 135 85 55 . 6 � NL NL 125 j 95 NL NL NL 145 7.,d able NL NL � NL NL NL NL NL NL This tattle assumes no elbows. Deduct 15 beet d aftwable dud lerx�A for each e�ow. NL = no crit on dud tenO of O is sae. X = not allowed. any lengdh of dud of aft sine whh assumed turns and fittirg wil exceed Ow rated pressure drop. SHRAE Standard 62.2 Made 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 RAE provides a simplified* table (A) based on size of the home and number of bedrooms. The cfm levels in the chi can be met by testing the installed ventilation devices for actual airflow or simply using the certified ratings of a fan at 0.25' static pressure assuming a proper duct size is used. The minimum duct diameters are listed in Table 8 and show that 6' ducted farts are th 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 whe duct length is 3' or less without bends. TABLE A Floor Area (ft) 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 40 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Requirements are minimums and assume continuously running fans_ ' Table Ais dervied from the following formula which can also be used: CFM = (sq. ft. x .01) . 7.5 x (no. of bedrooms + 1) Note: Larger fans with more cfm are always better to remove steam more quickly TABLE B i Dud Type Flex Duct - Smooth Duct Fan Rating cfm @ 0.25 in. w.g. 50 80 100 50 80 100 i Diameter, in. Maximum Length, t1. 3- X X X 5' X X 4- 70' 3' X 105' 6- oo — 125' oo ao 00 Assumes no eR)ows. Deduct 15 ft of allowable duct length for each elbow. m = infinite or unlimited X = not allowed, any length of duct of this size with assumed turns and fitting 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 fans are needed for larger homes requiring more than 90 cfn HVI Certified CFM @ 0.25" Description groan Model NuTone Model Duct Size HVI Certified Sones @0.1' Energy Star 39 50 CFM Fan QTXE050 QTXEN050 6- <0.3 Yes 55: '. 80 CFM.Fan.... ..QTXEQ8O.._:... QTXEN080 .. -. b'':- - - 0.3 - •-: Yes •. -55 80 CFM SrnartSense® Fan SSQTXE08O v V -Yes am QTXENQ$QFLT 55: 80 CFM Farffluofescent`LFgtif ::.... .. :: .: QTiXEg84FlT .. 6 ;... . 63 .'.... -•..lies>.... 55:1.' 80 -CFM Fan QTR 080- ,' .. QTRENQ$0'. 4• 0:8':: :: -A Yes. 55 . .. 80 CFM Far-i(Ffuoresceht Liglit ':-:-. QTl2FE)80FCT `:: QTRF.N080FCT :-:: 4-'-::::' , ;. 0 :•_ :• e:-: `..:: ,Yes: . 67 80 CFM Fan QT0080 QTRN080. 4'.. . 1.0 No 67 - 80 CFM Fan/Light QTR080L QTRN080L 4- 1-.0-, No 82 110 CFM"Heat&/Fan/Light QTX110HFL . QTXNIIOHFL 6'- 0:9 No. 90.. ° 110 CF M. Humid' Sen3iri9'F...an �. QTXj41OS- :. QTXE.N130S.. `.:6 ::-_.:0:7..� `.`::;::.:..;:: ;Xe3','•: 90.. ,-..... 1-lO.CFM Fan ..-: ,.. �QTXEIlO: :.. QTXEN110 6':,. 0._7.: .r. :::..` "YeS. ... 9n' 110 am S"rriait5etis°®Fa►t: SSQTXE710 _" .:... : 6` 0:7` Yes'.' 90,:_ ,. 110CFM.Humidity. Sensing. Fan/ -Fluorescent -M! .. QTXE110SFLT QTXEN120SFLT -6--- 0.7•. = Yes:. -- 90 : ::..-'.....110 CFM Humidity: Sensing Fan/Light QTXE110SL QTXEN110SL 6' 0.9 No 90:::.",r,;•:. ;:: .110:CFM;FarOluorescent->`ighlti :. QTXETIOFLT- QTXEN110FLT,_. 6!-.,-� : 0.7.--..- _ yes . Local (Intermittent) Ventilation Requirements Local or Intermittent Ventilation refers to usage such as to remove hwnUrty from showers or cooking at a maxknum sound level of 3.0 Sofres_ It requires a rating of at least 50 cfm at 0.25' of static pressure and a maximum of 3.0 Sone rating at 0.1' of static pressure. All models in the above chart (except QTXE050 and QTXEN050) meet the requirement as do the following: Fat1s FanAJghts Heater/FaWILIghts Broan NuTone QTXE150, QTR140,QTRE120, QTRI10, QTXEN150, QTRENIIO, QTRNIIO, HDBONT, QTREl00S, QTR070, "D80, 683,684- 671R, 8832WH, 8832SA QTXE150FLT, QTR140L, QTRE110FLT, QTXEN150FLT, QTREN110FLT, QTRNIIOL, HD80LNT, QTRIIOL, QTRO70L, 744, 744FL, 683L, 757SN 744NL 744FLNT, 757SNNT, 76SCHNL 769RL, 769RFT lOOHL,l00HFL 1765HL,765HFL 'BROPOW NuTone www.Broan.com - www.NuTone.com groan-NuTone LLC, 926 W. State Street, Hartford, WI 53027 • 800-558-1711 1. CanaA .If A77 -R96-7119 02009 Bro NuTom, LLC - Primed in USA - 5/09. 9985 0855 B RAN' SPECIFICATION SHEE' 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 cleaners. VOC's, 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 bn square footage and number of bedrooms • Optimizesenergy usage by monitoring normal fan operation and adjusting automatic ventilation time as needed • Continuously monitors and if necessary, activates other Broan SmartSenseP 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 • Cost effective 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 ceiling, vented to the exterior using 64nch dud • Up to 10 systems can be combined into an air quality network • Meets ASHRAE 62 — related ventilation requirements C.4 -4O - I N S TE a N [Nw 0L[D Broan SmartSense• uses INSTEON" a powerful, wireless home control technology Merl EW I IV IU O CONTROL PHASE (Recorrttnend COUPLER sing ung (RecorrvnerW electrical box) single -gang 80 CFM FAN (Model QTXE080) electrical box) 110 CFM FAN (Model QTXE110) (see fan spec sheet) SSQTXE080 Contains: 1 - 80 CFM Fan (Model QTXE080) 1 - SmartSense° Control SSQTXE110 Contains: 1 -110 CFM Fan (Model QTXE110) 1 - SmartSensePControl 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, 40° to 104° F, up to 85% relative humidity Supply Voltage: 120 VAC +/-10%, 60 Hz, single phase Max Load: 480 Watts incandescent, 13A resistive Certification: Safety tested for use in USA and Canada (ETL #3017581) Broan-NuTone LLC- Hartford; Wisconsin www.broan.com 800-558-1711 I REFERENCE I QTY. I REMARKS . I Project I Architect I Contractor .1 Submitted by Date 80K 99044388A MP140 MaP200 MP280 HLB3 HIM HLB9 @ OAV SP 98 @ 02V SP 150 6.5 @ OAV SP /• 160 @ 020' SP 210 Ver. HS+ @ OAV SP "CERTIFIED VENTILATING I MODEL STATIC PRESSURE" @ 0.40' SP MI OR SERIES DETAILS PRESSURE" CFM" SONES WATTS Of Hw_ HS+ @ 020' SP QTX110SL Veit HS+ 110 0"9 33.5 @020 SP @ 0"25 ' SP 90 @ 020' SP 33.0 QTXE050 @ 02V SP 50 <0.3 19.7 97 @ 0"25 ' SP 39 W. HS+ 19.2 QTXE080 80 0.3 23.3 133 @ 025.' SP 55 232 QTXEO80FL7 80 0.3 23"3 195 @ 025' SP 55 Exhaust Fans 232 QTXEIID 110 0.7. 33.5 370 @025'SP 90 33.0 QTXE110FLT 8"0 110 0.7 33.5 160 @ 0.25' SP 90 33.0 QTXE110S 6.5 110 0.7 33.5 180 @ 0.25' SP 90 33.0 QTXE110SFLT 8.0 110 0.7 33.5 250 @025 -SP 90 33.0 QTXE150 6.0 150 1"4 51.3 180 @ 025 ' SP 118 50.1 QTXE150FLT 6.5 150 1.4 51.3 180 @ 025SP 118 50"1 SSQTXE08080 -� 6.5 , 0.3 23.3 @ 025' SP 55 232 SSQTXE110110 @025 -SP -,-70.7 --- 9033.0 33"5 DowmMMA Kamer► Exhaushmn 113023 Ver. HS+ 360 273003 500 360 273603 113042 S00 190 RMDD3004 500 200 Rf4pD3604 153001 500 300 RMDD4804 153002 5PD 300 Wne Fans (a0 models) 153004 Ver. F4S+ .300 W100 @02U SP 110 30D MP140 MaP200 MP280 HLB3 HIM HLB9 @ OAV SP 98 Har. FS+ . 160 6.5 402102 @ 02V SP 150 6.5 @ OAV SP 141 160 @ 020' SP 210 Ver. HS+ @ OAV SP 200 @ 02V SP 290 PRESSURE" @ 0.40' SP 26S ver."S+ @ 0.20' SP 260 Hw_ HS+ @ 020' SP 280 Veit HS+ @ 020r SP 600 ;Hor Fes+ @020 SP 600 Ver F.► @ 020' SP 700 Hor. HS+ @ 02V SP 800 Har. FS+ . 160 6.5 402102 Ver. HS+ 160 6.5 Rev. 08/01 =AN PRODUCTS 160 Section 1-11 )DEL Ver. HS+ STATIC ' 6.5 tSERIES DETAILS PRESSURE" CFM" SONES WATTS Ver. HS+ 160 6.5 HLB11 Ver. HS+ @ 0.20' SP 1000 402402 Ver. HS+ Hor. HS+ @ 020' SP 1100 Hof. HS+ ": SP100 6.5 @ 020' SP 110 160 6.5 @ 0.40' SP 97 6.5 SP140 W. HS+ @ 0.20' SP 150 Hor. FIS+ 160 @ 0.40' SP 133 SP200 @ 020' SP 210 @ 0.40' SP 195 Kitchen- Exhaust 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 6.0 509 180 6.5 5095 180 6.5 509SftOC 180 6.5 L509SM 180 6.5 Kitchen Range Hoods - Ducted & Convertible 103023 Ver. HS+ 360 5.0 Hor. HS+ .360 4"5 113023 Ver. HS+ 360 4.5 Hor. HS+ 360 4.5 113042 Ver. HS+ 190 8.5 Hur. HS+ 200 8.5 153001 Ver, FS+ 300 4.5. 153002 Ver. HS+ 300 4.6 " 153004 Ver. F4S+ .300 4.5 153023 V6r_ HS+ 30D 4.5 153601 Ver: HS+ 300 4.5 153602 Ver. HS+ 300 4.5 153604 Ver. HS+ 300 4.5 153623 Ver. HS+ 300 4.5 402101 Ver: HS+ 160 6.5 Har. FS+ . 160 6.5 402102 Ver. HS+ 160 6.5 Hq. HS+ 160 6.5 402108 Ver. HS+ 160 6.5 Fior HS+ 160 6.5 . 402401 Ver. HS+ 160 6.5 Hu. HS+ 160 6.5 402402 Ver. HS+ 160 Hof. HS+ ": 160 6.5 402404 Ver. HS+ 160 6.5 "Fior HSI• 160 6.5 402408 W. HS+ 160 6.5 Hor. FIS+ 160 &S *STATIC PRESSMpCMWATERGAGE IW- W.G.W DOect Disdwrge Faro (lon,4Ducf0) @ 0.03 bit, wr9 Dulled Fi►s @ 0.10 In. w% 025 In. wg (oplionat) hie Faas @ 020 In. wg; two additional (optional) for static pressure " CONVERSIDONS; .. Pascals Pa) = in. wg x 250 L;Ses per Second PA) = dm x OAF NOTE CHANGES W RED WDXATE RMW REVISIONS TO.PIE FM COMFIED HUGE VENMATWG.PRODUCTS DIRECTORY! POST IN A CONSPICUOUS PLACE Certificate of Occupancy Community Development Department This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 52-445 AVENIDA HERRERA Use classification: SINGLE FAMILY DWELLING Building Permit No.: 13-0472 Occupancy Group: R3 Type of Construction: VB Land Use Zone: RC Code Edition: 2010 Sprinkler Installed: YES Sprinkler Required: YES Owner of Building: FOREMOST HOMES LLC Address: 70600 COUNTRY CLUB City, ST, ZIP: RANCHO MIRAGE, CA 92270 _____________GREG BUTLER__________________ By: AJ ORTEGA Building Official Date: MARCH 6, 2014