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05-1381 (AR)BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760),777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORtNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number 05-00001381 Date 4/19/05 Property Address . . . . . . 44065 TIARA PL APN: 604-141-005=5 -23269 - Application description . . ADDITION - RESIDENTIAL, Property Zoning . . . . LOW,DENSITY RESIDENTIAL Applicaticn,valuation . . . 65000 OwnerContractor .s. -- ".4_.E� �. _ --—————.------ --——-——— — — — —�— —. ...—t±---�'.—•-----. --- .—- ———————— — — — — —— u ... .. .mow: t.. CULLEN=':MI,CHAEL C __..._._. "' Owner 340 CALLE MAYOR REDONDO BEACH,.CA„90277 Other struct info . . CODE EDITION # BEDROOMS 2.00 '1ST FLOOR SQUARE FOOTAGE 1027.00. �At,------------------------------------------------------------ ce P.O. Box 1504 • il rV VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 0.5 3 Date: Applicant: Applicant's Mailing Address: Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' 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 Contractors' 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 fora permit subjects' the applicant to a civil penalty of not more than five hundred dollars ($500).): U 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 or 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.). U 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.). U I am exempt under Sec. , B.& P.C. for this reason Date 7 � / — D5_Owne WORKERS' 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: Cartier Policy Number _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. Date i [ —05 Applicant WARNING: FAILURE TO SECURE KERS' COMP 4TION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRE THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). Lenders Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction,/and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date ! Signature (Applicant or Agent): Application Number 05-00001381 -----------------------------------=-----------------------7---------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . 482.00 Plan Check Fee 313.30 Issue. Date Valuation 65000 -_Expiration Date 10•/16/05 Qty Unit Charge Per Extension -BASE FEE 414.50 15.00 ---------------------------------------------------------------------------- 4.5000 THOU BLDG 50,001-100,000 67.50 Permit . . . . . ELECT.- ADD/ALT/REM Additional desc Permit Fee 50.95 Plan Check Fee 12.74 Issue Date . . . . Valuation. 0 Expiration Date 10/16/05 Qty Unit Charge Per Extension BASE FEE 15.00 1027.00 -----------------------------=---------------------------------------------- .03.50 ELEC NEW RES .- 1 OR 2 FAMILY " 35.95 Permit . . . . MECHANICAL Additional desc Permit Fee . . . . 39.50 Plan Check Fee 9.88 Issue Date . . . . Valuation 0 s Expiration Date 10/16/05 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 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH VENT FAN 6.50 Permit . . . . . . PLUMBING Additional desc Permit Fee . . . .. 61.50' Plan Check Fee 15.38 Issue Date Valuation . . . . 0 Expiration Date 10/16/05 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 6.0000 EA PLB FIXTURE 30.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 2.00 ------------------------------------------------------------------------------ 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 Special Notes and Comments 1027 SQ. FT. ADDITION AND REM.April 18, 2005 4:07:58 PM jjohnson ----------------------------------------------------------------------------- Other Fees . . . . . ENERGY REVIEW FEE 31.33 STRONG MOTION (SMI) - RES 6.50 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total --------------------------=------------- 633.95 .00 .00 633.95 Plan Check Total- 351.30 .00 .00 351.30 ---------------------------------------------------------------------------- Application Number 05-00001381 ---------------------------------------------------------------------------- Other Fee Total 37.83 .00 .00 37.83 Grand Total 1023.08 .00 .00 1023.08 �4 rl� Bin # City Of L Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �5'• j Project Address: *44o&5 -nRA, Pj_AC1= A. P. Number: (904 -. 141 — 5 _ C Owner's Name: X a 1 E 4. MlKT-_ •CU L. -LW Address:,K Zr4o CA" -E- A , Legal Description: LOT S M82t160,%* 7K23269 City. ST. Zip: K6_j7,0k)V 9QZ t Contractor: X d W N-F_7fZ, o v l L D,� R Telephone: 3 (0 `,x'zm-�a Address: Project Description: xM2'7.-9 SQ Ft- AlvV(T-t J: City. ST. zip: V, N1t�R SA>�M •CLOSE -T' �BfET-E¢ ' C3DRM Telephone: x State Lic. #: X, City Lic. #:914'�D'-L.. Arch.. Engr.. Designer: �X'IS71NG B DRc�K -To NL _0kJ FORNIiW HAJ-Lk)ALl_ Address: City. ST. Zip: Telephone: Co n SINCtI e: �•� on Type: u an P Occ . P c State Lic. #• Project type (circle one): Ne�� Add'n alter Repair Demo Name of Contact Person: x 5EM14 1 CULIJRJSq. Ft.: �IQZ'T �C # Stories: O # Units: VA Telephone # of Contact Person: a&o —54 45 Estimated Value of Project: X *65, QpQ . APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°' Review, ready for correctio s/issue ectrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, readv for corrections/issue Developer Imps t Fee Planning Approval Called Contact son I p p Pub. Wks. Appr Date of per' / School Fees � r VW vow Total Permit Fees ow ti x([910 \C� G 9 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 patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. 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 1.7620 and Government Code 65995 Et Seq. in the amount of $2.24 X 1,027 S.F. or $2,300.48 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 Cash - Jennifer Cullen Check No. Name on the check Telephone 360-5435 Funding, Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by aron C�ilvrey Payment Recd 0.00 $2,300.48, Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r 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 if Duplicated Embossed Original -Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting r• ,h CERTIFICATE OF COMPLIANCE J��FIs Desert Sands: Unified School District' 47950 Dune Palms Road BERMUDA DUNES Date 4/19O/O05 La Quinta, CA 92253 Cr RANCHO MIRAGE INDIAN WELLS No. 27000 (760)771 -8515 DESERT d� PLAQUINTA �7 �QINDIO y� ^ U Owner Michael Cullen APN # 604-141-005 1 Address Jurisdiction Palm Desert City Zip Permit # Tract # Study Area ' Type Single Family Residence 'No. of Units 1 Lot # . No. Street S.F. Lot # No. Street S.F. Unit 1 44065 Tiara PI 1027 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 patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. 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 1.7620 and Government Code 65995 Et Seq. in the amount of $2.24 X 1,027 S.F. or $2,300.48 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 Cash - Jennifer Cullen Check No. Name on the check Telephone 360-5435 Funding, Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by aron C�ilvrey Payment Recd 0.00 $2,300.48, Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r 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 if Duplicated Embossed Original -Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting Recording Requested By: GOLDEN WEST TRUSTEE FOR WORLD SAVINGS When Recorded Return To: Current Trustor: ROBERT A CULLEN 78520 VIA SEVILLA LA QUINTA, CA 92253 DOC a 2005-0205848 03/16/2005 08:00A Fee :9.00 Page 1 of 1 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk 8 Recorder 111.1111111111111111111111111111111111111111 VIII IIII IIII FULL RECONVEYANCE Golden West Savings Association Service Co #:17961467 "CULLEN" Lender 0:010029 Riverside, California PIF: 02/22/2005 GOLDEN WEST SAVINGS ASSOCIATION SERVICE CO as present Trustee for the Deed of Trust executed by ROBERT A CULLEN AND JENNIFER A CULLEN , HUSBAND AND WIFE as Trustor(s), Dated: 08/23/2002 Recorded: 08/30/2002 as Instrument No.: 2002-483706 of official Records in the office of the County Recorder of TC Riverside, California having been requested in writing, by the holder of the obligations secured by said Deed of Trust, to reconvey the estate,granted to trustee under said Deed of Trust, does hereby reconvey to the person or persons legally entitled thereto: without warranty, all the estate, title and interest acquired by Trustee cinder said Deed of Trust. IN WITNESS WHEREOF,.GOLDEN WEST SAVINGS ASSOCIATION SERVICE CO as the Trustee has caused its corporate name to be affixed by a duly authorized officer on the date shown in the acknowledgment certificate below: On February 24th, 2005 By: GOLDEN WEST SAVINGS ASSOCIATION SERVICE CO as Trustee 1 MARIA TU, ASST SECRETARY STATE OF Texas COUNTY OF Bexar ON February 24th, 2005,before me, SUZANNE MEDEL, a Notary Public in and for the County of Bexar, in the State of Texas the foregoing instrument was acknowledged before me by MARIA CANTU , ASST SECRETARY who is personally known to me (or provided satisfactory evidence) and acknowledged said instrument to be the free act and deed of the corporation. WITNESSOland and ff 'al seal, ANNE MED L SUZA Notary Expires: 05/22/2007 ' SUZANNE MEDEL MY COMMISSION EXPIRES May 22, 2007 (This area for notarial seal) Prepared By: .Elisabet Morales, GOLDEN WEST SAVINGS 4101 WISEMAN BLVD, T6F1, SAN ANTONIO, TX 78251 800-642-0257 X31805 i 'EMS'EMSGOLD'02/24/2005 01:22:31 PM" GOLDOIGOLD0000000000000000141992' CARIVER' 17961467 CASTATE TRUST REL'EMS'EMSGOLD' OWNER/BUILDER INFORMATION Dear Property Owner: - An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you �may protect. yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license. from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be' aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00'or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and. unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with . respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor,' only under limited. conditions. A frequent practice of -unlicensed persons professing to be contractors is to secure an "Owner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building -permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting, the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner-builder'verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA- QUINTA' _ __ „ DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX: (760) 777-7011. M , /2� ER'S SIG RE/DATE PROPERTY ADDRESS �— PERMIT NUMBER(S) _ 14 S15EYAR12 5� • , - • - - _ _ • ' .15`x" •: .. , Dip CITY OF� . BUILDING & SAFETY DEPT. ._ �:. APPR VDZI ES . t. ' FO CONST UCTIO t= DAT Gee !0- Consh effan is NOT fir►. on the following Code No MITfED •, . . � ' - Y - • • ; • ,y .. • .. - i y: New Yea's Day , Dr: Martin Luther King Jr. Day �� :. • ; President's Day Memorial Day �' • c p'°`° IndependenceDayf t ; ' Labor Day _ Veteran's Da Thanksgiving DayTfak Christmas s&Rvic e , . Day �' - 'PANEL CONS T'R HOURS October Ist- April. Monday - Friday: 7:00 a.m. tai p.�. Saturday: 8:00 a.m. to 5:00 1 ware Iz Sunday None .. � � _ :.. '• �� • \A RE-nvspECTroI� PEE py $30 r Government Code Holidays: None BE CHARGED IFTHE APPROVED' May 1st - September 30th P' D 1OB CARP ARE NOT ON Monday - Friday: 6:00 a.m. to 7:00 pjL Saturday: 8:00 a.m. to 5:00 p.m. rtHE S A SCHEDULED �RQnt7 YA1zd Sunday: None HVISPECT101� I� :2g' Government Code Holidays: None. 4 n GJRB LIN W SGA,LE 1 — 116 r Y PROP,05F_'D ADDITION - aAc.Kia ,�j�NNI GULMN •440105 Tl^FRA Pl_AcE: LA 11aTA +4 a GN .r04"C ' 1.OT5 K8205)081> *4?32(4• JAC,KIE GUI_I_t✓N(31O)373-•`i5�b- �jENNI'�i-�.�•)\( (��o) ro91-80� G rCr°23Zo �-� S I r �• G- DEED E��STING 1—iOc�SE 15 l2•(0�0 �•o��1Dkl'rloly _. oF`TH I-oT CTRIC PL.i�i�S ~ri=XlSTIIUG EiOUSE-+ tT10t� 3 . F LoO {�p L ,E 1%!4 U 0?j fPL-�41�1 F • : ` , ,. /S Z 1 °jo o F LOT "AN ADEQUATELY SIZES DEBRIS CONTAINER 0 3 0 S: ,E LEC1c'' LOAD IS REQUIRED ON THE JOB, SITE DURING ALL ' ro -Ai D I T I L) 1 A L D E 7 I LS PHASES OF CONSTRUCTION AND MUST BE :.. EMPTIED AS NECESSARY_ , FAILURE TO DO SO MAY CAUSE THE CU TO HAVE THE CONTAINER I" DUMPED ATTHE EXPENSE OF THE OWNER/, 3 Lo - ,3 -r 3 CONTRACM4 _ r M � I IIA 3431 CKNIM40% '.'I C# I I! Vf r- TPA IIA MAO BOL TIA VAMI 4 ;$ 1 9vila 34T CLIWOUX A AM �7',IIIATITO T-113"':3 *T TA�217', V,.", AA t'-"MVIOUG 3TI? KDL IN 'I tIO UF) 71'1� I F, tf7ll, iQ'll I �, 'Tt'#'Vi 0+ i1311. 1T 32,03 W"'! t i L.41 31 il I 13. V34 T TA VIA f4tirl 11.90MAflTV .a.c;7,6 J 3 of wr al 7, (1, L. X)/ Ew qtr M4 //9//8 117. !/co //s ii. 21028 1-11.3• U yt.t.u,t ex Escrow No. —. 5 --- Title Order No. ---- -- -Grant -Deed a -�yi-cis-s �-� THIS FORM FURNISHED BY STEWART TITLE COMPANY OF RIVERSIDE COUNTY FORA VALUABLE CONSIDERATION, receipt of which is h,ere.hy acknowledged, TRIAD PACIFIC DESERT DEVEWHvENT, a general partnership organized under " the laws of the State of California hereby GRANT(S) to MICHAEL C. CULL•EN and JACQUELINE M. CULLEN, husband and wife'and VIN 5ENT A. %LNN, an unmarried an � a�l as joint tenants the fol owing descri a real property in thet O La Qtunta County of Riverside State of California: .a. Lot 5 of TRACT 23269, as shlown.by Map on file in Book 205 Paige 86" to 94, inclusive, .Of--MaPs, P-ecords of Riverside County, rifornia: _. This conveyance is made and accepted and, said property- is hereby granted upon and .subject to each and all of the Covenants.. Conditions and Restrictions contained in that certain Declaration of Restrictionsrecorded August 22, 1989 ,as Instiu ment No. 284419 and August 29, 1989. as -Instrument No. 294787 and as modified by an Instrument recorded October 18,- 1989 as Instrument No..361435, all of Official Records of „ Riverside County, California, which by this reference hereby are incorporated herein and made apart hereof MUM PACIFIC DESERT DEVEMPMENTO" .a California General Partnership ; DATED December, 5,. 1990. By: TRIAD PAC:MC RESIDENTIAL PARTNERS, - — — II,' L.P. , a California' Limited STATE OF CALIFORNIA, Partnership ounty of -- By: R & S Acquisitions, - Inc. , a On before me, California _Coi�oratio J _ the un ersigned, a Notary Public in and for the said State, residing therein, duly Its General Partner commis ned and sworn, personally appeared • — Ely personally known to a (or proved to me nn the basis of satisfactory evidence) - to he the personls): ( ) INDIVIDUAL hose .flame is subscribed to this instrument, and' nowledged that he (she or they) executed it ( ) CORPORATION who �ecuted the within instrument'at preside and secretary, on behalf o e corporation therein named and acknowl- edged to m that such corporation executed the within instrument p uant to its articles and by-laws and a o resolution of its pard of Directors \( �:\' PARTNERSHIP that executed the within, instrument on behal f the pannership, and acknowl- edged to me that the pa nership executed it. FOR NOTARY SEAL OR STAMP . WITNFIti y hand and official seal OFFICIAL SEAL SiKnature`SHAWNA-RENE' BURNS ' RUYANT PUBLIC • CM"Nll1 ' - .... _....._._ ... .. - ._........ CONTRA COSTA COUNTY 1+h ranlmssion aPka ltau a IM Name ('Typed �,r Printed) FORK" 72-13 ' MAIL TAX STATEMENTS AS DIRECTED ABOVE :. BUILDING & SAFETY DEPT. .: FORPCONSTRUCTION DATA By----- A PV YAPV /t-/ ON �J�'ti�5 . -TIAi� pLAGE !_� Qu1N`rA l-�IGHL/��DS ° _ �p� •MB ZpSlO S6' TR 23269' ��. , , �mQN 4o4-191-00.5-5 NoYE ti . , • i 0 FOVNO MION PLAN � BACK 1 E. 4JE INN t C J L�L F- N 144 uos•• TIARA PL c_r._ LA QU 1 N TA HLG+j LAN DS A P >N G, 0 9. 141 - Dos -.5 G¢G ti 2320 d+e-C. U 413f5A 5Lz4.tp4*►609 SL ID1Nfo►:7� :. o ra'X4' 1NI1 4 �.� o'ol�''ICib'oi Effx I s-rl N G- I K ITCH C -_Job PFZcoposED j �ccos v��x,41NG sa taQ F7 HAL. L- �#A �X LST1h G- qq. SIriFT U V. ZOOM 1: W Q 1 Esz A _L_ W►NMW S SNOW W 4 rw� „PRGPQS i :a �'NlO Vim. L j �EtyAME WOOD STRUCTURAL PANEL (4'd MINIMUM) WIDTH _ x318' COX OR EQUAL W/Sd NAILING, 8• ® EDGES, 12•@ INTERMEDIATE SUPPORTS. W/2 ANCHOR BOLTS 0 24 O.C. y I:4 ` I 1 � 0 4 8Ar%. "(STWG, ArE A, 0 ,*T4.0R -rHizov�H A��rr�oc� M=uu ; l4� °� d3c je_r *" r'� G INS 24'. 4a.bolt, Ur WCOMM a Mw ;z; C-IQ14DE Lir IMAI.L a Q#XH : 4. IZ O • � '� B „ax � 7'�r�+•br ZOO Aw%P 5EvrG E 1L_uMINATEP lioUS>= Note on Plans: "Provide at least one 20 -ampere branch circuit to serve bathroom receptacles. Such . ALTERNATE BRACED PANEL (2• -• MIN) 318•MINIMUM - circuit(s) Shall have no other Outlets." (CEC §210-11(c)(3), 210-52(d)) ' A PLYWOOD SHEATHING NAILED WRH ad COMMON , •---= V- //A—�y'1 AND BLOCXEDAT ALL PLYWOOD EDGES TWO _ ANCHOR BOLTS 0 QUARTER PANEL POINTS. ( Ci-� Gr C>rU9 �� HOLLDOWN. EACH EL SEED DETAIL. NAILING To o SE � N OTE I pp �/ EDGES OR I7 AT INTERMEDIATE SUPPORTS. BUILAPPROVE., DING Dl SAFETY DEPT. 'TOP OF UPPER BRACED PANEL ALTERNATE �� AL /rp � � ®� D TOP PLATE TYPICAL BRACED PANEL TYPICAL Q FOR CONSTRUCTION § DATE BY TIE -DOWN DEVICE WITH AN APPROVED UPUFTCAPACITY SOTTO OF OF 1,800 PUONDSTYPICAL AT EACH N SILL BE HP AHD22 AS SHOWN. o2A�>w N ay q�( MINIMUM MINIMUM / O 3 7 3 ,5 TYPICAL TYPICAL 31• THICK (MIN) WOOD STRUCTURAL PANG _ TWO ANCHOR BOLTS. ONE AT EACH SHEATHING NAILED WITH Sd COMON OR PANEL QUARTER POINT, INSTALLED GALVANIZED BOX NAILS NAOED IN ACCIR- IN ACCORDANCE WITH SECTION DANCE WITH TABLE 231-0 MID ALL PANEL , 1 `p »Y•,,� 1808.8, TYPICAL EACH BRACED WALL EDGES To BE BLOCKEDYPt� TEACH J PANEL WALL 7 Z 5 b Sd wr sum rat SM W 04 R-0 00"T= E'X4' P.TAF. WEEPAX TIVII m AND= moi' W ,1 �' �490 cowvls tou ZA 2 G rtwLh'r!!(C4< 4-VJ VYP— • .1 / / 14, I Z '. � f�M➢E Q,%crobee EXT •FOOTING DET. i'.N A�V1G F-^V&P /Xe^� gb -6rw� �vNhi•� �z-ziD � RotJNAl4?t4�N:>�I•ak'Tz u�E' Note on Plans: "WaeP'screed shall be placed a minimum of 4 inches above the earth or 2 inches abo• paved areas: J250AL \ C L.. E57EP / i (Z' f y E N rED DOC FZ 1• ,304 cMG��`�(NCW 8 Effx I s-rl N G- I K ITCH C -_Job PFZcoposED j �ccos v��x,41NG sa taQ F7 HAL. L- �#A �X LST1h G- qq. SIriFT U V. ZOOM 1: W Q 1 Esz A _L_ W►NMW S SNOW W 4 rw� „PRGPQS i :a �'NlO Vim. L j �EtyAME WOOD STRUCTURAL PANEL (4'd MINIMUM) WIDTH _ x318' COX OR EQUAL W/Sd NAILING, 8• ® EDGES, 12•@ INTERMEDIATE SUPPORTS. W/2 ANCHOR BOLTS 0 24 O.C. y I:4 ` I 1 � 0 4 8Ar%. "(STWG, ArE A, 0 ,*T4.0R -rHizov�H A��rr�oc� M=uu ; l4� °� d3c je_r *" r'� G INS 24'. 4a.bolt, Ur WCOMM a Mw ;z; C-IQ14DE Lir IMAI.L a Q#XH : 4. IZ O • � '� B „ax � 7'�r�+•br ZOO Aw%P 5EvrG E 1L_uMINATEP lioUS>= Note on Plans: "Provide at least one 20 -ampere branch circuit to serve bathroom receptacles. Such . ALTERNATE BRACED PANEL (2• -• MIN) 318•MINIMUM - circuit(s) Shall have no other Outlets." (CEC §210-11(c)(3), 210-52(d)) ' A PLYWOOD SHEATHING NAILED WRH ad COMMON , •---= V- //A—�y'1 AND BLOCXEDAT ALL PLYWOOD EDGES TWO _ ANCHOR BOLTS 0 QUARTER PANEL POINTS. ( Ci-� Gr C>rU9 �� HOLLDOWN. EACH EL SEED DETAIL. NAILING To o SE � N OTE I pp �/ EDGES OR I7 AT INTERMEDIATE SUPPORTS. BUILAPPROVE., DING Dl SAFETY DEPT. 'TOP OF UPPER BRACED PANEL ALTERNATE �� AL /rp � � ®� D TOP PLATE TYPICAL BRACED PANEL TYPICAL Q FOR CONSTRUCTION § DATE BY TIE -DOWN DEVICE WITH AN APPROVED UPUFTCAPACITY SOTTO OF OF 1,800 PUONDSTYPICAL AT EACH N SILL BE HP AHD22 AS SHOWN. o2A�>w N ay q�( MINIMUM MINIMUM / O 3 7 3 ,5 TYPICAL TYPICAL 31• THICK (MIN) WOOD STRUCTURAL PANG _ TWO ANCHOR BOLTS. ONE AT EACH SHEATHING NAILED WITH Sd COMON OR PANEL QUARTER POINT, INSTALLED GALVANIZED BOX NAILS NAOED IN ACCIR- IN ACCORDANCE WITH SECTION DANCE WITH TABLE 231-0 MID ALL PANEL , 1 `p »Y•,,� 1808.8, TYPICAL EACH BRACED WALL EDGES To BE BLOCKEDYPt� TEACH J PANEL WALL 7 Z 5 b Sd N Ci4S6M 6NT ti,l I (DUAL C—LAZE lc -4�X 5' CgL p_-gof c� �I ' LANPIN.G-3 �X3' A4' kE :• Q a. { N 1 ' Z 1b=3SC 1 4 I al 55 X4 ®24 0--- WI N DOW -S#4 576 - 0 II Z �i 4 N 4/ I • t 730- 5x4'6 3o°olc. ° 8 W f{ INt>oW #� rr ?1 EApI= tZ4.Q-rr.x �n 3 EE p- rATr .K GAvxtapM .(ON TRUSS Pt -&►%fit - a cI r: 3XI146' - >- t 1 i Sl1Rr-,o L, CE4 ' I t=AN/LI�Ht �r1CI"RAs`. GFO GR . d EI lF, 6p L t' N Fcf PROPIQS�� 6 o lv. MASTER ' 2' 7 y X I2: 453 af-r-) • �� t e} FAN U �Ard -x PROPOSQ� 3z' OFFICES ltl AFU . nEwg wlnl L4� V oo:y3-fib. 1 ,! r ®. A Fcl� O - J _ 550 5 @ 3d 3 EANILL&bdT _ WINDOW $ U Y r'I2' t A l' F-A—P1=R .4 x (o" o Q RAN [Gk}r Z COU0 NcR 4m rs eMOW 900 Q . J dfc.l 3 cis -091,110 01. Q ul z srRAP � � E=XISTiNG FJCswr. 5; Supt D.Opp, P_ROPOSiEO p, _ wH� �/en/YED rr r 3� o 3' - 09 0 gEnhE Jt -r SL.lt�1NG �l,4�1)=W 5X4 s+ll COW 14-0 M E 1 EXISTING - AND 3w , Doo RS KIT -L} f= -W * =AMtLywmcM EAsTF-V G 19 1 9" X 2.0, 3 q R sGtFr i4s�Tl✓R BEDF2 oM N ® snN�w� w Fcl Fat? .1 ►t Xibo(209.92 k plc` NEW SEt) R-00t—A o• !O'Yolox t(o'o% QUo02.59 EXISTING MASS-TEV40• r z OATH F ,06ml SYMBOLS Q'ld�cq'b' a3sQF 1•t� PRarnOSE•v L= 6.)(ISTI NG- O O S SW VTCH Si. SW 11 -C -H 2WA C= FOU R ESCENT we L'1G1-IT WATER.PF_ CITY OF I QUINTA Rr=cffssE.t3 L1614T BUILDING ® w.P• 1�li4TER PRooP• EX I sT, tV & SAFETY DEPT. oRF,.�E APPR VED ,On . OuTL1:T 9' 10"x 9 11" 9 -RUCTION ® SMOKE DETF-CT-0Q rte F-X1-IAUST T=AN -� DATE Y ''4 T6LEPHvtJE CA15-rING l D CABLE aX:5T1NG W N00 5' POOR 3'6 -7'4 Ira- TEM PERE-D SCALE 4,r = l` 4WAI-L EXISTING N OTES:FLOOR4 VXCCR ICAS.- to A- W" '-L * S MR V tG6 PAtvE,� �EX1TlNG� oN FOttNaA tOu1b�.AAJ ALL. WlWtbows ARE CAsEMOWT- DUAL GLAZE -LOW E ytJ�a 0� CBC g 23ZOP1, ��a t � �Aa vwc_ JACKIE GULLEN (310373`15(.(. J t=WN1 CULLF.N (74d)&4 I- W0W 3 PR.oPo5ED ADDITION JACKIE * JENNI CUL L -P -N 440b5 TIARA PLACE. -L.A QUINTA 141G-HLANt)s LOT' 5 MB 2051086 TR? -3 Zbq Dti T . - A oma{-- 1 - oqS - 5 3, a pRoposeo Apo►T'toN 61 AC ,t E 4 J EN N 1 CU I -LEN -4-4065 TARA'%. =E LA QUANTA HIGKLANDS LOTS 'TR2�2(e9 I ,T 14 -oos,s S C X11 --E / = z 12 SIOt EI.L"ygT7GN. wESr �L�� t'�'•� f L)&H�SwtrcK M , �•�. I a ,g �Z A/EW '^DD ITIQN REAFL>=LEVATIoN r.ioc�-r r} NG EXISTIRF f� OO _ ' 1 - -.- , •-. _. APPvcn Igoot=f IJG MIA'tBR1Jl� , fs L8 FEiT PAPg-K• I oo u � � , �- �••, 2 * 4 ToP P1.4rr1&d l�� PLV WOOD ' _ ,,y"F1.1� 4 • . •� SHF.ATt•1lN- • � GDX 24fOT' EXISTING 8 DRY. WAL 5TUCCo 2'.'X 4"TRII`1 S'Tucw � (ZJ3.1N9ut ikl* STUVS ---- @ fro"o. c - I�TEx.UREd - sruo c�ADE STUCCO V e SINE 1a. EVkraoI�J EAST t`;B LE �R Zfp CITY OF LA QUINTA BUILDING 8, SAFETY DEPT 1 .. APP[ �DVED .f Amcv errs cz FOR C0Ne*'___ rUCTION Co N Z s(Pr--S) /qtot,. No EX 1siTC-,.:- H ou5 E- =� to -30 FINIS�l G>Rp DE. r Nr:W ADDITION 1/8' STUGLO� 2'X4' STUD 16' OC. j -)q . �t• I EXTERla3Z, SCpTC.N _ QRo14->t CowR> S R-13 INSULATION' P 3 CoA -T_5 2'X4' P.T.D.F. n " ('OT A I- T� ti F �1/r DRYWALL ' 2.: i'a rA� .!-EEtcNT oM Wt4%sta VEEP SCREEm lCrR�D>` "ro TOP or= T1�� = l4 6.t3/8` ANCHOR BOLTS f1 6: OC FR MAX AND VITHDV 12' OF 'r .CORNERS (2 MM) 4 W. 15t+"' :.. z'x z�, 4' T -H ICK4 Pl/0 PALISH :GRIiDE ' :: , . tj VT e EA i .y M• f i •, " SAND fi.$OLT o S+ NATURAL GRADE - - •4 BARS 12' TOP 6 BOTTOM MIN. EXT, FOOTING DET.' :5 Lo 3`73`�SG6 ..• :. .Loc X1 L `777— S GSo 77, LQ 6100 ., Pro or: PoD na--- _ `_ _ + _� � °�' ►.1111 . _ � � er��' •! •. - r r•, �-.-c`-._ ---�------- ---�C ��_.-_ �:�----- __.._._..L-� �_.-_1.4.1.-�5.._. �.. _��-J--� . ._-._-..-. --- ---- -- — - - -----BUILDING & SAFETY OEPT. -- - = --- ; . — DATE„__BY �RoposED .�ADpIT1oA1� •. '. ----....— -- -- .. �l14GK I 1✓N.1J I CULL—N _ — -- 44 olos • Q U ! PJT7.c\ VV D-S -- ---- Lc�TS MB.ZoS/o$G TIe23Z5 - •'TYPIaALo ROOF SHEATHINS 7141N. OOl41DAAY !1@tOT YiIDTN TP 4= CO" OLK AT NARROW ST 1W LVDI Q DIAT1aA/4 DOLT NOT 1445am to" OLOOKIIIO. SEC, CT- - 1 rsc,� �rcc,ur;i f t. —cow OP TLttWOOD MCQfO — INtlIOiDIML OLARINO [TILED) ��04QK O wrr. LAP 5*z" 5 USE NOTES -7 �T�LovOOD>+ANe) -7 PANEL INDEX • 24/0 I HE,4DlR DRAG 5 iR VY - I: RUN LONO 0IMON510N Or PLYNOOD SHEETS ; -- ------ TYPIt:N. ROOF SHFATHIW — St FOR OVBR~ 4x 110G1 M r— EK I6 d / EA . JOT. SHMAR TRANS CR i MAYM i AGRObB (1"ERPCIIDICUL,MI TO) .JOIST. 2- STAOOR PLYWOOD GID JOINT'S 2'-0' MIN. AS SMOJ'PI. TYPICAL ROOF %EATHI FRAMI N6 • NOTES S: NAILINO SHALL DE AS POLLOWS WITH Od NAILS 2X SOLID BLOCKINO I 1 UNLESS NOTED OTHCAKEIC L E.N. I l Ir LUMINA POR PRAMINO BNALL DE A6 POLJ.orve BOUNDARY- 6" 0/- AT ROOF PCRIMCTER, PLATE LINES, A) NCADERS- MI Dr. OR MICRO LAMB 6Y TRUGSJOIST-MG MILLAN' CHORD STRJ)TS AND AS CALLCD POR ON PLANS. B) VL'.AMB- MI D.P. OR MICRO LAMS BY TRUSSJOIST-MC MIIJ AN• —2x4 0241 0/G 4 C) ROOF JOIST (TJIW) BY 1RUMJOIST-W, MILLAN. =Wk 6' O/C LL AT AOCARINA CNDS AND SUPPORTED ----- ---- ; D) ROOF TRUSSES- AS PCR PLAN. } =906 OF SACH PLYWOOD SHEET.x FJ STUDS- BT"D GRADE KILN DRICD DOUGLAS PIR. r) TOP PLATE8J51DDONSJ.EDOERS.- No. 2 DOUGLAS PIR-ORJ:CN. ' X 0) SILL PLATES- TMATED DOUGLAS PIR' 12' O/C AT ALL INTCRmPiATe OCARINAS. -IOd 8 EA H) LATTICE LUMISM- No. 2 R.S. j 4iALL NAILS SHALL HAVE A MINIMUM OF SID' CDOC DISTANGC. DBI-. TOP PLATE 2- CONORCTE SHALL 6E 2A00 PSL, 20 DAY STRENGTH. S- ALL JOISTS ANS RAPTERS SMALL OL LAID OUT IN A 4'-0' S- ritwwa HARDWARE SHALL 6E SIMPSON- STRONG TIE. r - MODULO TO 4OINGI7G WITH PLYWOOD PATTERN.I - A EA.BLOCK I 14- TTV w LAYOUT SMALL =m PMFR. APPROVED CAL"LATiONB I (ALT. SHEAR SLK. W/ PLANS. s- 5 -Ib d B EA BLOW Is ROOF OHMATHINO SHALLe CC PLYWOOD MI GRADE ARKCD ' BY APA W/ SPAN INDCX 52/16 OR C 11PAMABL.E 2 -M -W PARTICLE ; SHEAR WALL SHEATHING WARP. WERE 0MM (TYP) b' STRUCTURAL. 4 MIS-. STECL AS REQ. SHALL DD A-56 ORA= (stQANII D1rTAIL 1i D='ORMGD REINFORCING SHALL SE ASTM A 615, A 616, A b17. — — — - --r— 0- DOLTS, LAO BOLTS, CT - DE . SHALL BE C4MMON ORA. - ^4• ALL DOLTS 4 LA0 VOLTS 0ONNSOTIONS IN WOOD SHALL 14AVC i ST'D GUT YVASFGRS INSTALLED DZIVCM VOLT MEADS 4 NUT'S 4 SURPACE OF NOOD. t IO- LAO DOLTS SHALL VE PROVIDED MOTH PILOT HOLE 5/16'6MALLEW r THAN LAO SHANK DIAML'TER. MAe.HINZ DOLTS SHALL 59 PROVIDED NTH MOLES 1/16' LAR SOR IN DIAMETER 11- OCA MS 4 HIPM. (SAWN L L40M l SHALL DE 81 Dr.' At footing detail(s), specify that footings shall be not less than 12 inches wide and extend not less than 12 12.- ROOF JOISTWRArTM SHALL DE •2 Dl. inches into undisturbed soil. (CBC §1806.1, Table 18 -I -C) 'IS: MI-RO-LAM DMS. SHALL DE AS BY TRIAS JOIST -MC MILLAN Specify anchor bolt spacing not more than 6 feet on center. (CBC § 1806.6) OR PRIOR APPROVED EQUAL 114.- STUDS SHA" Ve CONSTRUCTION GRADE OR BETTER II Note on Plans: "Wood plates or sills shall be bolted to the foundation with a minimum of two bolts per 15- ROUOM PRAMINO HARDWARE SHA" SHALL DE SIMPSON STRONG -TIE piece, with one,bolt located not more than 12 inches nor less than seven bolt diameters from the end of OR PRIOR VISIP� each piece." (CBC § 1806.6) _..Ib.- FIT =jUA LA � 6 6 .OT� 8 FOR = TION, DCS SEC. in, N1►E:GF"# �IC�►11� 1) Show on Plans a disconnect adjacent to and insight of the air conditioning unit. (CMC §309.0) Show required working clearances to disconnect per CEC § 110-26(a). 2) Provide a receptacle for service and maintenance within 25 feet of the mechanical equipment. (CMC §309.0) o I MIN. MECHANICAL EQUIPMENT SHALL BE FASTENED IN PLACE PER SEC. 304 WARM AIR FURNACE COMBUSTION AIR ATTIC INSULATION. SOURCE VENTED ATnc PLYWD. PLATFORM - ON 2x6's 024'O/C PROVIDE POSITIVE ELECTRICAL DISCONNECT, SEE SEC. 308.1 LIGHT OVER CONTROLS CONVENIENCE OUTLET WITHIN 25OF EQUIPMENT WORKING PER SEC. 309.1 SPACE AT CONTROLS 30' MIN. 24' WIDE PLYWD. FLOOR ACCESS WAY 111—LIG1417 SWIT( ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'x22' ACCESS OPENING WITHIN 20 Fr. OF FURNACE FURNACE IN ATTIC PER C.M.C. SEC. 319.1-318.6 CITY OF:�P� r , A' QV�N e 1 BUILDING & APPVE D� 'FOR CONUCTIOI DAT----- _ PROPOSE -0 ADDIT1oN tJ AGKL E 4 J EAI N 1 CU GLEN 94065 -nAKA- PLACE LA QU%NT,4, NIGIALAQNDS L_0T5 "TiZ23Z �c>J ' 1 1) Provide an access panel (12" x 12" minimum) to bathtub trap connection, if a slip joint connection is utilized. (CPC §405.2) NOW SLIP VSBD 2) Note on Plans: "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." (CPC §412.8.1) 5 -Ib d B EA BLOW Is ROOF OHMATHINO SHALLe CC PLYWOOD MI GRADE ARKCD ' BY APA W/ SPAN INDCX 52/16 OR C 11PAMABL.E 2 -M -W PARTICLE ; SHEAR WALL SHEATHING WARP. WERE 0MM (TYP) b' STRUCTURAL. 4 MIS-. STECL AS REQ. SHALL DD A-56 ORA= (stQANII D1rTAIL 1i D='ORMGD REINFORCING SHALL SE ASTM A 615, A 616, A b17. — — — - --r— 0- DOLTS, LAO BOLTS, CT - DE . SHALL BE C4MMON ORA. - ^4• ALL DOLTS 4 LA0 VOLTS 0ONNSOTIONS IN WOOD SHALL 14AVC i ST'D GUT YVASFGRS INSTALLED DZIVCM VOLT MEADS 4 NUT'S 4 SURPACE OF NOOD. t IO- LAO DOLTS SHALL VE PROVIDED MOTH PILOT HOLE 5/16'6MALLEW r THAN LAO SHANK DIAML'TER. MAe.HINZ DOLTS SHALL 59 PROVIDED NTH MOLES 1/16' LAR SOR IN DIAMETER 11- OCA MS 4 HIPM. (SAWN L L40M l SHALL DE 81 Dr.' At footing detail(s), specify that footings shall be not less than 12 inches wide and extend not less than 12 12.- ROOF JOISTWRArTM SHALL DE •2 Dl. inches into undisturbed soil. (CBC §1806.1, Table 18 -I -C) 'IS: MI-RO-LAM DMS. SHALL DE AS BY TRIAS JOIST -MC MILLAN Specify anchor bolt spacing not more than 6 feet on center. (CBC § 1806.6) OR PRIOR APPROVED EQUAL 114.- STUDS SHA" Ve CONSTRUCTION GRADE OR BETTER II Note on Plans: "Wood plates or sills shall be bolted to the foundation with a minimum of two bolts per 15- ROUOM PRAMINO HARDWARE SHA" SHALL DE SIMPSON STRONG -TIE piece, with one,bolt located not more than 12 inches nor less than seven bolt diameters from the end of OR PRIOR VISIP� each piece." (CBC § 1806.6) _..Ib.- FIT =jUA LA � 6 6 .OT� 8 FOR = TION, DCS SEC. in, N1►E:GF"# �IC�►11� 1) Show on Plans a disconnect adjacent to and insight of the air conditioning unit. (CMC §309.0) Show required working clearances to disconnect per CEC § 110-26(a). 2) Provide a receptacle for service and maintenance within 25 feet of the mechanical equipment. (CMC §309.0) o I MIN. MECHANICAL EQUIPMENT SHALL BE FASTENED IN PLACE PER SEC. 304 WARM AIR FURNACE COMBUSTION AIR ATTIC INSULATION. SOURCE VENTED ATnc PLYWD. PLATFORM - ON 2x6's 024'O/C PROVIDE POSITIVE ELECTRICAL DISCONNECT, SEE SEC. 308.1 LIGHT OVER CONTROLS CONVENIENCE OUTLET WITHIN 25OF EQUIPMENT WORKING PER SEC. 309.1 SPACE AT CONTROLS 30' MIN. 24' WIDE PLYWD. FLOOR ACCESS WAY 111—LIG1417 SWIT( ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'x22' ACCESS OPENING WITHIN 20 Fr. OF FURNACE FURNACE IN ATTIC PER C.M.C. SEC. 319.1-318.6 CITY OF:�P� r , A' QV�N e 1 BUILDING & APPVE D� 'FOR CONUCTIOI DAT----- _ PROPOSE -0 ADDIT1oN tJ AGKL E 4 J EAI N 1 CU GLEN 94065 -nAKA- PLACE LA QU%NT,4, NIGIALAQNDS L_0T5 "TiZ23Z �c>J ' 1 1) Provide an access panel (12" x 12" minimum) to bathtub trap connection, if a slip joint connection is utilized. (CPC §405.2) NOW SLIP VSBD 2) Note on Plans: "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." (CPC §412.8.1) SEC. in, N1►E:GF"# �IC�►11� 1) Show on Plans a disconnect adjacent to and insight of the air conditioning unit. (CMC §309.0) Show required working clearances to disconnect per CEC § 110-26(a). 2) Provide a receptacle for service and maintenance within 25 feet of the mechanical equipment. (CMC §309.0) o I MIN. MECHANICAL EQUIPMENT SHALL BE FASTENED IN PLACE PER SEC. 304 WARM AIR FURNACE COMBUSTION AIR ATTIC INSULATION. SOURCE VENTED ATnc PLYWD. PLATFORM - ON 2x6's 024'O/C PROVIDE POSITIVE ELECTRICAL DISCONNECT, SEE SEC. 308.1 LIGHT OVER CONTROLS CONVENIENCE OUTLET WITHIN 25OF EQUIPMENT WORKING PER SEC. 309.1 SPACE AT CONTROLS 30' MIN. 24' WIDE PLYWD. FLOOR ACCESS WAY 111—LIG1417 SWIT( ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'x22' ACCESS OPENING WITHIN 20 Fr. OF FURNACE FURNACE IN ATTIC PER C.M.C. SEC. 319.1-318.6 CITY OF:�P� r , A' QV�N e 1 BUILDING & APPVE D� 'FOR CONUCTIOI DAT----- _ PROPOSE -0 ADDIT1oN tJ AGKL E 4 J EAI N 1 CU GLEN 94065 -nAKA- PLACE LA QU%NT,4, NIGIALAQNDS L_0T5 "TiZ23Z �c>J ' 1 1) Provide an access panel (12" x 12" minimum) to bathtub trap connection, if a slip joint connection is utilized. (CPC §405.2) NOW SLIP VSBD 2) Note on Plans: "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." (CPC §412.8.1) PROVIDE POSITIVE ELECTRICAL DISCONNECT, SEE SEC. 308.1 LIGHT OVER CONTROLS CONVENIENCE OUTLET WITHIN 25OF EQUIPMENT WORKING PER SEC. 309.1 SPACE AT CONTROLS 30' MIN. 24' WIDE PLYWD. FLOOR ACCESS WAY 111—LIG1417 SWIT( ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'x22' ACCESS OPENING WITHIN 20 Fr. OF FURNACE FURNACE IN ATTIC PER C.M.C. SEC. 319.1-318.6 CITY OF:�P� r , A' QV�N e 1 BUILDING & APPVE D� 'FOR CONUCTIOI DAT----- _ PROPOSE -0 ADDIT1oN tJ AGKL E 4 J EAI N 1 CU GLEN 94065 -nAKA- PLACE LA QU%NT,4, NIGIALAQNDS L_0T5 "TiZ23Z �c>J ' 1 1) Provide an access panel (12" x 12" minimum) to bathtub trap connection, if a slip joint connection is utilized. (CPC §405.2) NOW SLIP VSBD 2) Note on Plans: "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." (CPC §412.8.1) ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'x22' ACCESS OPENING WITHIN 20 Fr. OF FURNACE FURNACE IN ATTIC PER C.M.C. SEC. 319.1-318.6 CITY OF:�P� r , A' QV�N e 1 BUILDING & APPVE D� 'FOR CONUCTIOI DAT----- _ PROPOSE -0 ADDIT1oN tJ AGKL E 4 J EAI N 1 CU GLEN 94065 -nAKA- PLACE LA QU%NT,4, NIGIALAQNDS L_0T5 "TiZ23Z �c>J ' 1 1) Provide an access panel (12" x 12" minimum) to bathtub trap connection, if a slip joint connection is utilized. (CPC §405.2) NOW SLIP VSBD 2) Note on Plans: "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." (CPC §412.8.1) ES REPORT TM ER -2656 Reissued June 1, 2001 ICBG Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) EXTRUDED CONCRETE INTERLOCKING ROOF TILES MONIER LIFETILE LLC 1 7575 IRVINE CENTER DRIVE IRVINE, CALIFORNIA 92618-2930 1.0 SUBJECT Extruded Concrete Interlocking Roof Tiles: Roma, Classic "100," Homestead, Mission "S," Shake, Slate, Split Shake, Split Slate, Country Shake, Country Slate, Country Split Shake, Country Split Slate, Cedarlite, Espana, Espana Tejas, Capri, Villa, Sentry Classic and Traditions. 2.0 DESCRIPTION 2.1 Materials: 2.1.1 Regular -weight Tiles: The extruded concrete roof tiles are interlocking elements having the dimensions and configurations shown in the ac- companying table and figures. Accessory tile units are avail- able for ridge, hip and gable areas. The regular -weight tiles are composed of portland cement and selected sand aggre- gates. The mix proportions are accurately maintained to en- sure tile production in accordance with the specifications. An- chor lugs, located on the underside of all tiles except Cedarlite, overlap wood battens, purlins or spaced sheathing for anchorage in the plane of the roof. Holes are provided in each tile for fastening where required by the installation. Inter- locking ribs are provided on the longitudinal edges of the tiles to restrict lateral movement and provide a water stop. In addi- tion, transverse bars are provided on the underside to serve as weather checks. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed in- tegrally with the tile mix to produce a through -colored product. The tiles are cured to reach required strength before ship- ment. See Table 1 for product designations, dimensions and installed weights. See Figure 1 for tile profiles. 2.1.2 .Lightweight Tiles: Duralite tiles are manufactured in the same manner and size, and with the same profiles, as reg- ular -weight tiles, but the tiles are comprised of portland ce- ment, lightweight aggregate and proprietary ingredients. See Tabled for product dimensions and installed weights. 2.1.3 Cedarlite: Cedarlite tiles are manufactured in the same manner as regular -weight tiles, except they are com- prised of portland cement, lightweight aggregates and propri- etary ingredients, and have a wood shake appearance and flat backside. 2.2 Installation—New Construction: 2.2.1 General: Installation shall be in accordance with Tables 15-D-1 and 15-D-2 of the code, except as noted in this report. Care must be taken to ensure both horizontal and ver- tical alignment on the roof. Foreign particles must be cleaned from all interlocking areas, to ensure correct fit and prevent water damming. Cracked or broken tiles must not be installed or allowed to remain on the roof. 2.2.2 Sheathing: Sheathing must be structurally adequate to support the loads involved. At a minimum, spaced sheath- ing boards must be nominal 1 -by -6 lumber spanning.2 maxi- mum of 24 inches (610 mm). SodaAdsac€d�shea�hing 2.2 3 Underlayment: Tiles installed on roofs with slopes less than 21/2:12 (21 % slope) are considered decorative only, and must be applied over an approved roof covering, subject to local building official approval. On roofs with slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), an approved built-up roof applied in accor- dance with Table 15-D-1 of the code or an approved single-pl roof membrane assembly must be installed prior to instaIJ tion of the tiles— . to less than 4:12 (33% slope), underlayment may be as de- scribed in this section for roof slopes of 21/2:12 (21 % slope) to less than 3:12 (25% slope), or may be a single layer of Type 90, granular -surfaced, asphalt roll roofing, or two layers of Type 30 felt installed shingle fashion, or other approved sing) -pys se eoran 1P (33% f mini- � recog- in an I BOSS 6val0atiWeVo a must co pletely the de193§9 CONSTRUCTION �n the tiles are installed over spaced sheathing the un- rment.must comDlvwith the ICBO ES Acceptan a Crite- ria f r ML'rrete-Tile-WRdBF WyTatet ^aacp S eathing (AC rafters, with a 4 -inch (152 mm) headlap and a 6 -inch (152 mm) side - lap. Underlayment must be lapped over hips and ridges, and lapped or laced through the valleys. Hip and ridge nailers must also be covered. See Section 2.2.9 for application of undedayment in areas subject to roof ice buildup. 2.2.4 Battens: 2.2.4.1 Cedarlite Tiles: Battens installed for Cedarlite tiles must be nominal 1 -by -3 wood. The battens must be fastened as described in Section 2.2.4.3, and spaced at 10 inches (254 mm) on center. The top edge of the Cedarlite the must be aligned with the top of the batten. 2.2.4.2 All Other Tiles: Battens are required on solidly sheathed roofs with slopes below 3:12 (25% slope) in order to minimize membr6n;3,penetration, and above 7:12 (58.3% slope) to provide positive tile anchorage. Battens must be fas- tened either with corrosion -resistant 8d common or box nails or approved equal, spaced at 24 inches (610 mm) on center; or with 11/2 -inch -long (38 mm), 7/16 -inch -crown (11.1 mm), No. 16 gage, corrosion -resistant staples spaced a maximum of 12 inches (305 mm) on center. J$ REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2001 %XZ, 'zme� Page 1 of 6 �.,Ww raj 0 "r, f-JUH raloo Fiol Page 2 of 6 On roofs with slopes of 21/2:12 (21 % slope) to less than 3:12 (25% slope), nominal 3/8 -inch (9.5 mm), decay -resistant wood lath strips are attached vertically to framing over the un- derlayment, from eave to ridge, at 24 inches (610 mm) on center. Battens must be structurally adequate to support ex- pected loads, but not smaller than nominal 1 -by -2 boards, and must be fastened through the vertical lath with minimum 8d corrosion -resistant box nails or approved equal. When used on roofs with slopes of 3:12 to 21:12 (25% slope to 175% slope), battens must be fastened to the roof deck at a maximum of 24 inches (610 mm) on center. Battens must have provisions for drainage either by providing a 1/2 -inch (12.7 mm) separation at the batten ends every 4 feet (1219 mm), or by shimming with decay -resistant wood or strips of material such as asphalt cap sheet or shingles spaced no more than 12 inches (305 mm) on center. Battens must be spaced to maintain a minimum 3 -inch (76 mm) headlap when tiles are installed. See Section 2.2.9 for installation of battens in severe cli- mate areas. 2.2.5 Eaves: An eave closure strip or other approved special accessory must be installed to ensure that the eave course of tiles lies in the same plane as the remainder of the field. In areas determined by local building officials to be subject to blowing dust or snow, eave closure strips are required with Espana and Mission "S" tiles. Where solid fascia material is attached to rafter ends and extends above the plane of the deck to act as a first -course riser, an anti -ponding device must be used to support the underlayment. 2.2.6 Fastening: . 2.2.6.1 Field Tile: Tiles shall be fastened in accordance with Tables 15-D-1 and 15-D-2 of the code. Tile nails shall be mini- mum No. 11 gage corrosion -resistant steel nails having a minimum 5/16 -inch (7.9 mm) head diameter, and sufficient length to penetrate 3/4 inch (19 mm) into framing or battens or through the thickness of the sheathing, whichever is less. When battens are not used, every tile shall be nailed. Cedarlite tiles must be fastened to the sheathing with two nails per tile in accordance with Table 15-D-1 of the code. As an alternative, on minimum 7/16 -inch -thick (11.1 mm) oriented strand board or minimum 15/32 -inch -thick (11.9 mm) plywood, a single buglehead wood screw, in the center fastener hole, may be used. The screw must be of sufficient length to pene- trate through the deck approximately 1/4 inch (6.4 mm) mini- mum. The screw head is driven to a point that allows the face end of the tile to lift 1/4 to 1/2 inch (6.4 to 12.7 mm) above the tile below. The buglehead screw must have a head diameter of 0.328 inch (8.3 mm) and a shank diameter, between threads, of 0.132 inch (3.35 mm). 2.2.6.2 Trim Tile: Nailer boards of sufficient height to ade- quately support hip or ridge tiles either must be fastened into framing with two 10d nails at 24 inches (610 mm) on center or two 20d nails at 48 inches (1219 mm) on center, or are se- cured using galvanized steel strapping or special galvanized steel attachment devices at 48 inches (1219 mm) on center. Each hip and ridge the is attached to the nailer board with one No. 11 gage, corrosion -resistant nail of sufficient length to penetrate /4 inch (19.1 mm) into or through the thickness of the supporting member. Nose ends must be set in a bead of roofer's mastic or an adhesive complying with ASTM C 920-87 that also covers the nail head. All rake tiles must be fastened with two nails. The junction of the field tile and the hip and/or ridge must be weatherproofed with a dry ridge/hip system, a bed of mortar or other approved bedding material in accordance with the manufacturer's instructions. 2.2.7 Flashing: Valley flashing must be in accordance with Section 1508 of the code. All other flashing must comply with Section 1509 of the code. Openings through the tile for pene- trations such as vents must be flashed in accordance with the ER -2656 code and supported by additional blocking or roof framing as required. Flashing around pipes, vents and flues shall consist of a sub -flashing at the deck and a top flashing fitted in with the tile application. Flashing for profile tile must be made of lead or other approved flexible material and must be formed to the contours of the tile. A weatherblock is required at headwalls, hips and ridges when installing Espana or Mission "S" tiles. Weatherblock is optional for all other profiles. Weatherblock materials include mortar, foil -backed pressure -sensitive adhesive, flexible met- al formed to fit the tile, preformed plastic, neoprene or metal formed to fit the tile, and coated rigid foam. 2.2.8 Broken Tile Replacement: The broken tile is first re- moved. If battens were used originally, existing nails, if any, .are cut and new tile inserted. If no battens were used, the old fastener is removed and the hole in the underlayment re- paired with roofing cement. A 6 -inch -by -6 -inch -by -1/2 -inch (152 mm by 152 mm by 12.7 mm) plywood piece is nailed to the deck to act as a batten. The new tile is then inserted. 2.2.9 Severe Climate Considerations: In areas designated by local building departments as subject to rooftop accumula- tion of sand, snow or rain driven by high winds, openings at hips, ridges and walls must be closed with metal or mortar, or approved.sealant material. In areas subject to severe ice build-up at the eaves, tiles must not be installed on roof slopes below 4:12 (33% slope). Roof ventilation described in Section 1505.3 of the code must be provided. Horizontal battens must be installed on top of nominal 1 -by -4 vertical battens, to allow airflow between the roof deck and the installed tile. Vertical battens must be installed at 12 or 16 inches (305 or 406 mm) on center, or at up to 24 inches (610 mm) on center if fastened into rafters. Horizontal battens must be minimum 1 -by -4 wood, fastened through the vertical battens. All tiles are nailed through horizontal battens. In areas where basic wind speeds exceeding 80 mph (129 km/h) exist, directions in Table 15-D-2 of the code must be fol- lowed. Underlayment application must comply with Tables 15-D-1 and 15-D-2 of the UBC. 2.3 Installation—Reroofing Applications: 2.3.1 General: Reroofing shall comply with Chapter 15 and Appendix Chapter 15 of the UBC. Care must be taken to en- sure both horizontal and vertical alignment of tiles and bat- tens on the roof. Foreign matter shall be cleaned from all inter- locking areas. Cracked or broken tiles shall not remain on the roof. Damaged or rusted flashings should be replaced. Exist- ing framing must be adequate for the additional load. The ex- isting roof must be inspected in accordance with Appendix Chapter 15, Section 1515, of the code. When installed over existing spaced sheathing boards, with orwithout battens, ei- ther plywood, or an'underlayment complying with the code or an underlayment specifically recognized for this type of use in an ICBO ES evaluation report may be used. When installed over solid sheathing, one layer of Type 30 felt or approved equivalent underlayment shall be installed on the roof prior to application of the tile. In lieu of this underlayment, the building official may determine that the existing roof covering provides the equivalent underlayment protection. The minimum allowable roof slope is 3:12 (25% slope). De- tails not covered under this section are identical to those de- scribed in Section 2.2. Fasteners shall be of sufficient length to penetrate through the roof sheathing or a minimum of /4 inch (19.1 mm) into the structural framing, whichever is less. Battens shall be installed in accordance with Section 2.2.4. 2.3.2 Deck Preparation: 2.3.2.1 Asphalt Shingles: Wood batten strips shall be pro- vided for roofs with slopes over 7:12 (58.3% slope). 2.3.2.2 Rock or Gravel Roofs: The existing roof deck shall be swept clean of all loose rock and gravel. One layer of mini- mum Type 40 coated base sheet shall be applied to the deck Page 3 of 6 , prior to installation of battens in accordance with Section 2.2.4. 2.3.3 Eave Preparation: Existing roof material shall be cut back to allow installation of a raised fascia.board or eave clo- sure material, flush with the end of the roof sheathing in accor- dance with Section 2.2.5. 2.3.4 Flashing: New pipe flashing and minimum 24 -inch - wide (610 mm) metal valley flashing shall be installed over ex- isting flashing. Existing chimney .and wall -counter flashing shall be used only if they are in good condition and sufficient height exists to insert new tile flashing. Flexible flashing shall be used with profiled tiles. 2.3.5 Wood Shakes and Shingles: Existing wood shakes and shingles shall be removed and tiles installed as for new construction. 2.4 Roof Classification: When installed in accordance with Section 2.2 of this report, the roof tiles are noncombustible roof coverings in accor- dance with Section 1504.1 of the UBC. When installed over minimum 15/32 -inch -thick (11.9 mm) plywood, in accordance with Section 2.2 and in the reroofing applications described in Sections 2.3.1 through 2.3.4 of this report, the tiles are Class A roof coverings, in accordance with Section 1504.2 of the code. ER -2656 2.5 Identification: The underside of each field tile is imprinted with the Monier Lifetile LLC logo or the name Monier, Lifetile or Boral Lifetile. Pallets bear a tag with the Monier Lifetile LLC name and ad- dress, the evaluation report number (ICBG ES ER -2656) and the installed weight of the product. Cedarlite tiles also have an "M" imprinted on the top side of the tile. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria :for Special Roofing Systems (AC07), dated April 1999, and installation and quality control details. 4.0 FINDINGS That the extruded concrete interlocking roof tiles de- scribed in this report comply with the 1997 Uniform Building CodeTm, subject to the following conditions: 4.1 They are manufactured, identified and installed in accordance with this report and the manufactur- er's instructions. 4.2 They are manufactured at plants located in Phoe- nix, Arizona;.French Camp, California; Gilroy, Cali- fornia; Lathrop, California; Rialto, California; San Bernardino, California; Kapolei, Hawaii; Hender- son, Nevada; Katy, Texas; and Tacoma, Washing- ton. This report is subject to re-examination in one year. TABLE 1 -TILE DIMENSIONS AND WEIGHTS TILE DESIGNATIONs INSTALLED WEIGHTI ID n LENGTH (inches) cher) WIDTH (inches) HEIGHT (inches) Espana Regular weight 9.0 17 123/8 3' - Duralite 5.5" 17 - 123/8 3 Espana, Tejas 9.0 161/2 131/8 23/4 Mission "S" Monier 2000 9.5 161/2 13 21/2 Capri Regular weight 9.5 17 123/8. 21/8 - Duralite 5.5 17 123/8 21/8 Sentry Classic 9.5 161/2 13 21/4 Villa Monier 2000 9.3 161/2 13 21/8 - Duralite 5.8 161/2 13 21/8 Roma 9.3 161/2 13 2 Classic "100" 9.5 161/2 13 13/4 Shake, Country Slate; Country, Shake, Colonial Slate, and Split Shake . - Regular weight 10.3 • 17 123/8 11/4 Shake, Sentry Slate, Country Shake, Country Slate, Country Split Shingle and Country Split Slate (Split Slate -Texas plant only) -Regular weight 10.3 102 13 11/4 Homestead 9.5 161/2 .. 13 11/4 Split Shake and Slate Flat Tradition 10.3 161/2 13 111/I6 '-.Premium Duralite 7.4 161/2 13- 111/16 Cedarlite 5.6 131/2 13 3/4 Monier 2000 Split Shake and Monier 2000 Slate ' 9.5 161/2 13 1 Duralite Split Shake, Duralite 2000 Shake and Duralite Slate 5.7 161/2 13 '" 7 For SI: 1 inch = 25.4 mm; l .psf = 0.0479 kPa. I Installed weight was determined with a 3 -inch headlap. Page 4 of 6 ER -2656 Espana® Tejas Espana ��. Country Shake, Country Slate ti • Traditions Mission "S" Villa Homestead r Capri® Classic 100 Shake } Sentry Classic, Roma Slate, Sentry Slate CedarLiteTu 1 Split Shake®, Split Shingle ` FIGURE 1—TILE PROFILES Hip TRIM DFLAns -. It should be noted that the installation of hip trim riles, whether Oat or profile, is similar. The options for hip trim tiles lie in the vinous treatments of end condition detailing. Field tiles should be cut to within an aeerige of of nailer board Nall each trim with a corroslon-resismat nail of sufficient length to penetnue � nailer board a minimum W. Olt tiles without nail holes may be drilled, notched and nailed or aced with ' file adhe ft wire and/or an the clips.: Roofer's mastic or itle adhesive must he applied u headlap m cover nail hole: Provide a minimum 2• headlap• • .: t" f Hold back hip nailer 6" from eave edge. Suggested nailer sizes for Wsslun are 2' a 6'. AO others require 2" a 4' when coanterbattens are used, the nailer board mus be Increased accordin* Steep pitches may require reduction in nailer board size Note: MLsslon must be sealed in all eegloos. 2' X. milers maybe necessary when using h%. barrel trim. FIGURE 2—TYPICAL INSTALLATION DETAIL_ S Page 5 of 6 ' ER -2656 It should be noted that the Installation of lake trim tiles, whether flat or profile, Is similar. The options for rake trim tiles Hein the various treatments of etsd condition deailing. Note: For additional faistming in regions sub)ax to eacea- r _ slvely high winds or snow eocvmulenon, a minimum 1" dab or tib ':t • adhesive Is recommended at overlap. . . � . I.T' fiNsbedbwmdexposed--pIreeddckendtowudAdgt t t: • j Bots rake ales to course above: . Cut off head end of first rake tllm so faaory-falsbed bun end is gush anh save arose tllm Tvo anoslon ed=i oaas per nke the of suBatiu imgth to pmarue the nailer or barge bond a minimum of 7/4•, (lod mWmum). .CLOSED VALLEY Standard dosed valley. treatment Oat tiles not attached to batten or bauen extender must be attached by wire and/or adhesive or cut tile clips. No. 28 gauge (minimum) galvanized ribbed valley flashing . No. 26 gauge G-90 galvanized ribbed valley flashing Minimum 1" standing seam splash diverta Remove portion of tfle headlug where file rests on metal (lashing to pre- . vent water damming. Base flashing and counterffashing to be minimum 26 gauge galvanized steel, cop-, per or lead. When tiles must be cut to the Counterflashing extent that anchor lugs and nail holes are eliminated, the remaining portion must be Angle !lashing supported on an even plane 4" min. over e with field tile. Cut tiles should be fastened to, the previous course of the with roofer's , mastic or the adhesive. f FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) Mims Note: Cricket or specially formed dfverter Is recom- mended where roof projections exceed 2' In width except where evidence Is submitted to support omission. Wilgating factors include roof slope, proximity to ridge or diverter. f FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) Page 6 of 6 3" minimum Typical Ridge Condition Trim is to be fastened with one corrosion -resistant nail of suf dent length to penetrate nailer board a minimum of W—lOd minimum. Trim tile covers field rile minimum Y. flndedayment carried over or carried under ridge nailer. Optional second layer of felt over nater board as weatherblock Place last batten 1 t/i from center of ridge nailer. In severe climate areas, the ridge must be sealed with metal, mortar, mastic or pressure sensitive adhesive where tile meets ridge board. Roofer's mastic or file adhesive must be applied at headcap to cover nail hole. STEP 1 underiamem Fay. Iladdnpp, may emend 6' from me or be mmpieery settled to the undadapmcm. iwAq STEP 2 Kowl Nc to lump fwhog STEP 3 — standard Galvanized or Lead Flashing nnpprota mum eriead a minimum 6' from the cote for flat rte and 9' on profile tile: on abort cane flashings, Pipe collar or scalam B required. sleeved Ilasldngs must be tucked into Pipe or capped. Side Crimps are opdomd to afl regions ER -2656 Raingutters should be minimum 5" or 6" depending on pitch. Tile overhang should be kept to a minimum (1/2" typical) 1/2" Recommended' "NOTE: Overhang for Monier 2000, and Durahte Flat must not be less than I'M'. Monierfifetile Metal Eave Riser/Closure Strip For profile tars, em lad or other aoodW.M a Ifashhg, minimum IS- skin around roof prolerion— aturl. to dee with approved moil's magic FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) 47b ' E Engineering Incorporated. 1981 20th Anniversary 2001. Consulti.n.g Electrical Engineers 79[)31. Highw3}� :t`8 :Sfe200 723311 C:�iii�i�li l:.iiitc' Apple. Valley. C .A 92307 Palm desert, CA 92260 Phone: ('760) 242-3369 P.hbiie!'(760) 773-4,08Pas: (701) 242-109.2 Pas: (760) 242-1092 dream;jbefrr?charteraiet d'r+eatt�joe;a+aol.com TITLE 24, JANUARY 2001 ENERGY EFFICIENCY STANDARDS PACKAGE FOR LOW RISE RESIDENTIAL BUILDINGS CULLEN RESIDENCE EXISTING PLUS ADDITION 2623 SQ. FT. 313/05 Energy Budgets for this building were determined using the CALRES VERSION 1.4 certified by the California Energy Commission. The Calres analysis attached was conducted using tables from the Residential Manual for Compliance With the Energy Efficiency Standards (for Low Rise Residential . Buildings) JUNE 2001, certified by the California Energy Commission. *** HOUSE COMPLIES *** ***REFERENCE ADJUSTED ENERGY BUDGET WORKSHEET*** I hereby certify that the California Energy Commission Conservation Division regulations establishing Energy Efficiency Standards for Residential Buildings; Title -24, Part 6, have bin reviewed and the design submitted substantially complies with these regulations. Joseph M. Nolan pwzgv, le" Electrical Engineer ATTACHMENTS:, #1 - Adjusted Energy Budget Worksheet- Additions only #2 -CF -1R Existing #3 - C -2R Existing #4 - Calculation Work Sheet - Existing #5 - CF -1 R Composite #6 - C -2R Composite #7 - Calculation Work Sheet - Composite #8 - FORM J Heating and Cooling Calculations #9 - MF -1 R Mandatory Measures Checklist: Residential #10 - CF -6R Installation Certificate CITY OF LA QUINTA BUILDING & SAFETY DEPS. APPROVED FOR CONSTP1WCTION BY. K:lmsoffice\WINWORDITITLE 24-COVERSIEX+ADD.docTITLE 24 - RESIDENTIAL PAGE -1 ADDITION PLUS EXISTING, ADJUSTED ENERGY BUDGET METHOD Y Engineering Incorporated 1981 20th Anniversary 2001 EXISTING r COMPOSITE Consulting Electrical Engineers 19031 Highway 18 Ste 200 72330 Canyon Lane esert, CA 92260 BUDGET USAGE BUDGET USAGE Phone:(60) 242-336992307 42 3 69Apple , CA7 Pahn Ph e: (760)7 3-4478 59.04 102.34 5.1.07= 76,5(3 Fax: (760)242-1092 Fax: (760)242-1092 dreamJoe(if charter.net drean&e@aoLcom (ENERGY. USEAGE existing +add)<1=(ENERGY BUDGET existing + add)+(FACTOR)(ENERGY USAGE existing-ENERGY BUDGET existing)) ENERGY USEAGE existing +add = EUe+a = 76.56 ENERGY BUDGET existing + add = EBe+a = 51.07 FACTOR = existing/existi ng +add = F = 0.60 0.60 ENERGY USAGE existing = EUe = 102.34 ENERGY Budgetexisting = Ebe _ -59.04 76.56 < 76.87 j>>>>>>COlVlPOS1TE PASSES Reference Example 7-9 pg 7-19 of the 2001 Residential Manual ar CERTIFICATE OF COMPLIANCE: Residential ., Page 1 CF -1R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 Project Address: 44065,TIARA PLACE CULLEN EXISTING LA QUINTA HIGHLANDS,.CA Building,,Title: CULLEN RESIDENCE EXISTING Building Permit # Document Author: JOE NOLAN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 15 GENERAL INFORMATION Conditioned Floor Area: 1563 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, % of'Floor Area: 11.0% Average Fenestration U-Value:0.87 Average.Fenestration SHGC: 0.68 Number of Stories: 1 Number of Dwelling Units: 1.00 r Floor Construction Type: •Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value R -value R -value U-value"Location/Comments ------------------------------- -------------- ----------------------- Door 0 -- 3.03 0.330 Outside Wall 11 0' 10.20 0.098- Outside Floor 0 0 1.38 0.722" Grade ' Ceiling 19 0 .21.28 0.047 Outside Wall 11 0 10.20 0.098 Outside Wall 11 0 10.20 0.098 Outside Wall 11 0 10.20 0.098 Outside Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS { Construction Type Area (ft2) Conditioned?. Exterior Conditions/Descripti Slab 1563 Yes Grade FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation (ft2)_ U -factor SHGC Shading and Fins Window North 50.0 0.87 0.70 BugScrn None Window West 8.0 0.87 0.70• BugScrn None Window South 80.0 0.87 0.70 BugScrn- None Window East 34.0 0.87 0.70 BugScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project. Title: CULLEN RESIDENCE -EXISTING Run: 073 03 -Mar -05 THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments ----------------------- ----- ----- --------------------------------------- None HVAC SYSTEMS Refrigerant Distribution System, Charge and Location Type Efficiency Airflow TXV and R -value -------------------------- ---------- ----------- ------------------- Furnace 0:78 AFUE N/A Attic, R-4.2 Air cond. - central split 8.90 SEER No Attic` R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM --------- --- ----- ------------------------------------------ CEC 100%R4.2 4220 No n/a 10941 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------------------------ ---- ------ ------ Standard-Gas Standard StandardGas Storage gas 1 0.53 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove .System Name fraction boiler? boiler pump? ------------ ------------------------------------ Standard-Gas -- No No A SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 76% -- 28.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul. System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None i CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. , 2. Cooling duct register location: Ceiling. NOTE: Water,heater wrap is required -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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. When this certificate of compliance is submitted for a single building plan to be built in_multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR JOE NOLAN Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: -f Agency: Telephone: Signed Date uace 0 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 Project Address: 44065 TIARA PLACE CULLEN EXISTING 'LA QUINTA HIGHLANDS; CA Building Title: CULLEN RESIDENCE EXISTING' .*-Building Permit # Document Author: JOE NOLAN Telephone: Plan Check /,Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 15 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed'Design Space Heating 3.27 3.91 Space Cooling '40.45 83.26 Water Heating 15.32 15.17 ---------------- Complies Total 59.04 102.34 Yes GENERAL INFORMATION Conditioned Floor Area: Average Ceiling -Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average.Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: 1563 ft2 8'0" ft -in SFD Single Family Detached 180 deg (South) 11.0% 0.87 0.68 1.00 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned'Volume: 12504 ft3 BUILDING ZONE INFORMATION Floor Vent Zone -Area Volume Thermostat Height Name (ft2). (ft3) Type Type (ft) HOUSE 1563 12504 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ factor ------ Rval ---- Rval ----- Azm Tlt Gns Type Location/Comments Zone = HOUSE --- --- --- ------------ ------------------- Door 60.0 0.330 0. 3 0 90 Yes'CEC30-Wood Outside Wall 254.0 0.098 11 10 0 90 Yes Wll_2x4.16 Outside FYoor 1563.0 -- 0 -- -- 180 No Slabl40E Grade Ceiling 1563.0 0.047 19 21 -- O.Yes R19.2x4.24 Outside Wall 304.0 0.098 11 10 270 90 Yes Wll.2x4.16 Outside Wall 284.0 0.098 11 10 180 90 Yes W11.2x4.16 Outside Wall 278.0 0.098 11 10 90 90 Yes W1.1.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 -------------------------------------------------------- PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments' ------------------- ------ ----- ------ ---------------------------------- Zone = HOUSE Exposed 769'0" 0.756 0 16 Outside FENESTRATION SURFACES Fenestration Exterior Shade Over.- Fenestration ver-Fenestration Area --------------- Tru ----------------- hang Name Type (ft2) U -factor SHGC Azm Tilt Type SHGC /Fins -------------- ------ -------------- ------ --- -------------- ------ ------ Zone = HOUSE FRONT -S Window 50.0 0.87 0.68 0 90 BugScrn 0.76 None LEFT -E Window 8.0 0.87 0.68 270 90 BugScrn 0.76 None BACK -N Window 80.0 0.87 0.68.180 90 BugScrn 0.76 None RIGHT -W Window 34.0.1. 0.87 0.68 90 90 BugScrn 0.76 None OVERHANGS Fenestration g g -------------------------- Length Hei ht Left Right• Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin „ Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht ' from Fin Fin Ht from Name Height Width Depth- Height 'V' fenes Depth Height 'V' fenes ------------ ------ ------ ------ ------ ----- -----= ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments ------------------- ----- ---- -------------=--- ---- ------------------------- None. SOLAR GAIN DISTRIBUTION Fenestration. Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None COMPUTER METHOD -SUMMARY Page 3 C -2R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 'HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type Airflow TXV Efficiency and R-value ------------------------------------------------------------------------ Zone = HOUSE GasFurn.78 Furnace N/A 0.78 AFUE Attic R-4.2 ACsplit8.9. Air cond. - central split No 8.90 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfin) Fan CFM -------------------------------------------------------------- CEC 100%R4.2 422 No n/a 1094 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name, Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard Gas -- No No SPECIAL 'WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater•Name Efficiency AFUE (kBtuh) Loss R -value . (Btuh) -------------------- -- ------------------------- ------ StandardGas 76% -- 28.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in)' thck (in)' R -value ------=------- ------------- ------ -------- --------- --------- ------- None 0 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: CULLEN RESIDENCE EXISTING Run: 073 03 -Mar -05 SPECIAL.FEATURES,'REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. NOTE: Water heater wrap,is required -------------------------------------------------------------------------------- perimeter 169.0 Calculation Work Sheet Existing GLAZING W H AREA 5.0., 5.0 25.0 5.0 5.0 25.0 Slab 1,563.0 Engineering Incorporated Area 1,563.0 ' 1981 20th Anniversary 2001 ala 172.0 Consulting Electrical Engineers average ceiling height 8.0 45.5 364.0 1•rJ:41 EUI;1m.y k".W. 200 i:JJl1'f'S�m un I,Inc ",,k 11,W7. (5+ nAna 7v1m f)�arr1, f:A naxrt(i 39.0 - t'Irond; Ibft1l LJY a7JGT 14,4-00? 773-4478 ,. Vn.�e 17611)212+Uj9f /gym 416024*, -02 Jrc:m�,luc'ti clLnc'e:m•1 dmiui�..r!i}`.nuL+•om FRONT (SOUTH) HEIGHT GLAZING W H AREA 5.0., 5.0 25.0 5.0 5.0 25.0 u Sc CODE DREAM 50.0 364.0 20.4 1,352.0 LEFT (EAST) HEIGHT 8.0 WALL AREA Sc FRONT 45.5 364.0 20.4 LEFT 39.0 312.0 BACK 45.5 364.0 RIGHT 39.0 312.0 1,352.0 LEFT (EAST) CODE GLAZING W H AREA 2.0 4.0 8.0 u Sc CODE 8.0 20.4 20.4 SKYLIGHTS CODE W H AREA u Sc NONE 20.4 20.4 4.0 5.0 20.0 TOTAL BACK (NORTH) GLAZING CODE W H AREA u so 4.0 5.0 20.0 5.0 6.0 30.0 5.0 6.0 30.0 80.01 1 DOORS CODE I W H AREA FRONTI FRONT2 FRONT3 3.0 6.8 3.0 6.8 3.0 6.8 20.4 20.4 20.4 IUTAL I o-I.z RIGHT (WEST) GLAZING W H AREA u sc CODE 4.0 3.5 14.0 4.0 5.0 20.0 I a4.0 I I 1 CERTIFICATE OF COMPLIANCE: Residential Page 1• CF -1R Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 Project Address: 44065 TIARA PLACE CULLEN COMPOSITE LA QUINTA HIGHLANDS, CA Building Title: CULLEN. RESIDENCE COMPOSITE Building Permit # Document Author: JOE NOLAN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 1.5 GENERAL INFORMATION Conditioned Floor Area: 2623 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, % of Floor Area: 13.1% Average Fenestration U-Value:0.68 Average Fenestration SHGC: 0.61 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type:. Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul. Total Assembly Type R -value R -value" R -value U -value Location/Comments Door 0 -- 3.03 0.330 Outside" Wall 11 0 10.20 0.098 Outside Floor 0 0 1.38 0.722 Grade Ceiling 19 0 21.28 0.047 Outside Wall 11 0 10.20 0.098 Outside Wall 11 0 10.20 0.098 Outside Wall-, 11 0 10.20 0.098 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Ceiling 38 0 41.67 0.'024 Outside Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ----------- Slab 1563 Yes Grade CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation ----------------- (ft2) ----- ------------ U -factor SHGC Shading and Fins Window North 50.0. ------------ 0.87 0.70 ---------- BugScrn -------- None Window West 8.0 0.87 0.70 BugScrn None Window North 4.0 0.49 0.56 BugScrn None Window West 45.0 0.49 0.56 BugScrn None Window- South 80.0 �, 0:87 0.70 BugScrn None Window South 30.0 0.49 0.56 BugScrn None Window East 34.0 0.87 0.70 BugScrn None Window East 92.0 0.49 0.56 BugScrn None THERMAL MASS Area Thick Type Cover ----------------------- (ft2) (in) ----- Location/Comments None ----- -=------------------------------------- HVAC SYSTEMS _ Refrigerant Distribution System Charge and Location Type ----------------------=--- Efficiency ---------- Airflow TXV and R -value Furnace 0.78 AFUE ----------- N/A ------------------- Attic R-4.2 Air cond. - central split 9.50 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM CEC_100%R4.2 7082 No n/a 18361 WATER -HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type 'Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard-Gas Standard StandardGas Storage gas 1 0.80 70 SPECIAL`WATER HEATING SYSTEM CREDITS ` Solar savings Wood stove Wood stove System Name fraction boiler? boil"er pump? ------------ ------------- ---------- ------------- Standard Gas -- No No CERTIFICATE OF COMPLIANCE: Residential Page 4 CF-lR Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 DESIGNER OR OWNER DOCUMENTATION AUTHOR JOE NOLAN Certification #: Signet[ Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date . COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 Project Address: 44.065 TIARA PLACE CULLEN COMPOSITE LA QUINTA HIGHLANDS, CA Building Title: CULLEN RESIDENCE COMPOSITE Building Permit # Document Author: JOE NOLAN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 15 ------------------------ ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design --------------- --------------- --------------- Space Heating 3.18 3.04 Space Cooling 37.02 66.27 Water Heating 10.86 7.26 t -------------- Complies Total 51.07 76.56 Yes GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, o of Floor Area: Average Fenestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones Total Conditioned Volume: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 2623 20984 OPAQUE SURFACES 2623 ft2 8'0" ft -in SFD Single Family Detached 180 deg (South) 13.1% 0.68 0.61 1.00 1 Slab on grade 1 20984 ft3 'Vent Thermostat Height Type Type (ft) Conditioned CEC Standard 210" Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ factor ------ Rval ---- Rval ----- Azm Tlt Gns Type Location/Comments Zone = HOUSE --- --- --- ------------ ------------------- Door 60.0 0.330 0, 3 0 90 Yes CEC_3.0-Wood' Outside Door 20.0 0.330 0 3 180 90 Yes 30 -Wood Outside Wall 250.0 0.098 11 10 0 90 Yes Wll.2x4.16 Outside .Floor 2623.0 -- 0 -- -- 180 No Slabl40E Grade Ceiling 1563.0 0.047 19 21 -- 0 Yes R19.2x4.24 Outside Wall 259.0 0.098 11 10 270 90 Yes Wll.2x4.16 Outside Wall 234.0 0.098 11 10 180 90 Yes Wll.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Exterior Slr Construction Fenestration Type ---------- (ft2) ------ factor ------ Rval ---- Rval ----- Azm --- Tlt Gns Type Location/Comments Wall 186.0 0.098 11 10 90 --- 90 --- Yes ------------ Wll.2x4.16 ------------------- Outside Wall 208.0 0.088 13 11' 90 .90 Yes W13.2x4.16 Outside Wall 288.0 0.088 13 11 270 90 Yes W13.2x4.16 Outside Wall 136.5 0.088 13 11 180 90 Yes W13.2x4.16 Outside Ceiling 1060.0 0.024 38 42 -- 0 Yes R38.2x4.24 Outside PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---=------------------------------ Zone = HOUSE Exposed 241'0" 0.756 0 16 Outside FENESTRATION SURFACES OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left. Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None Fenestration Exterior Shade Over - Fenestration Area --------------- Tru ----------------- hang Name -------------- Type ------ (ft2) ----- U -factor --------- SHGC Azm Tilt Type SHGC /Fins Zone = HOUSE ------ --- ---- ---------- ------ ------ FRONT -S Window 50.0 0.87 '0.68 0 90 BugScrn °0.76 None. LEFT -E Window 8.0 0.87 0.68 270 90 BugScrn 0.76 None FRONT-SNEW Window . 4.0 0.49 0.54 0 90 BugScrn 0.76 None LEFT-ENEW Window 45.0 0.49 0.54 270 90 BugScrn 0.76 None BACK -N Window 80.0 0.87 0.68 180 90 BugScrn 0.76 None BACK-NNEW Window 30.0 0.49 0.54 180 90'BugScrn 0.76 None RIGHT -W Window 34.0 0.87 0.68 90 90 BugScrn 0.76 None RIGHT -WHEW Window 92.0 0.49 0.54 90 90 BugScrn 0.76 None OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left. Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None Y > t COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: CULLEN RESIDENCE COMPOSITE Run: 077 03 -Mar -05 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity.Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass -Comments -------- None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name ------------ System Type -------------------------- Airflow TXV Efficiency and R-value Zone = HOUSE ---------------------- ------------- GasFurn.78 Furnace N/A 0.78 AFUE Attic R-4.2 ACsplit9.5 Air cond. - central split No 9.50 SEER Attic R -'A.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name ------------- Area ------------- Design -------------- % of fan cfm) Fan CFM CEC_100%R4.2 708 No ---------------------- n/a 1836 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ---------\- ------ ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.80 70 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? --------------- Standard—Gas -- No No f COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: CULLEN M -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RESIDENCE COMPOSITE Run: 077 03 -Mar -05 SPECIAL WATER HEATER/BOILER DETAILS. Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE ---------------------- ---- • (kBtuh) Loss -------------- R -value (Btuh) StandardGas 80% -- 36.00 -- ------- ------ -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number 'run (ft) diam (in) thck (in) R -value None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register -------------------------------------------------------------------------------- location: Ceiling. Calculation Work Sheet Composite perimeter 241.0 Slab 2,623.0 Area 2,623.0 glazing 343.0 average ceiling height 8.0 600.0 FRONT (SOUTH) HEIGHT GLAZING W H AREA u SC u FRONT 5.0 5.0 25.0 364.0 20.4 LEFT 5.0 5.0 25.0 600.0 TOTAL NEW 4.0 4.0 4.0 364.0 DREAM 54.0 75.0 600.0 1,928.0 Engineering Incorporated 1981 20th Anniversay 2001. Consulting electrical Enginqers tr?it ru;uw,+'(94�2(M) ^2AS6<.>,.W-1.t. nl,lde �':.uay, an 92du7 P.1m D-- 4e 9224q Yllui.o: (��i)) 2�/2.J:tln! Ytu�t.u� (7rN1 : iJ4�i7b (76()242-I1M2 FUtf (7CQJ 2'11.-IQ92 drn..nliw ii cliuiveM.nit d.c,...in�_ianl.enm LEFT(EAST) HEIGHT 8.0 WALL AREA Sc u FRONT 45.5 364.0 20.4 LEFT 75.0 600.0 TOTAL BACK 45.5 364.0 RIGHT 75.0 600.0 1,928.0 Engineering Incorporated 1981 20th Anniversay 2001. Consulting electrical Enginqers tr?it ru;uw,+'(94�2(M) ^2AS6<.>,.W-1.t. nl,lde �':.uay, an 92du7 P.1m D-- 4e 9224q Yllui.o: (��i)) 2�/2.J:tln! Ytu�t.u� (7rN1 : iJ4�i7b (76()242-I1M2 FUtf (7CQJ 2'11.-IQ92 drn..nliw ii cliuiveM.nit d.c,...in�_ianl.enm LEFT(EAST) CODE GLAZING W H AREA u Sc u Sc 2.0 4.0 8.0 6.8 6.8 6.8 6.8 20.4 NEWE 5.0 4.0 20.0 TOTAL NEW 5.0 5.0 25.0 53.0 4.0 5.0 20.0 t SKYLIGHTS CODE W H AREA u Sc NONE 6.8 6.8 6.8 6.8 20.4 20.4 5.0 6.0 30.0 TOTAL NEW 5.0 4.0 20.0 BACK (NORTH) GLAZING W H AREA u sc AREA FRONTI FRONT2. FRONT3 BACK 4.0 5.0 20.0 6.8 6.8 6.8 6.8 20.4 20.4 5.0 6.0 30.0 NEW 5.0 4.0 20.0 NEW 4.0 5.0 20.0 t NEW 4.0 5.0 20.0 110.0 DOORS GLAZING W H AREA W I H AREA FRONTI FRONT2. FRONT3 BACK 3.0 3.0 3.0 3.0 6.8 6.8 6.8 6.8 20.4 20.4 20.4 20.4 I VIAL 1 01.0 t RIGHT (WEST) GLAZING W H AREA u se 4.0 3.5 14.0 4.0 5.0 20.0 NEW 4.0 4.0 16.0 NEW 4.0 4.0 `16.0 NEW 4.0 5.0 20.0 NEW 4.0 5.0 20.0 NEW 4.0 5.0 20.0 126.0 L PROJECT: CULLEN RESIDENCE LA QUINTA Engine®ring Incorporated 1:981 2001 Anniversary 2001 Consulting Electrical Engineers 19031 Righxay lF Stc. 200 723311 C.Ikyili taiw .lpple Valley, CL192307 i'1.1... D.,—t, CA 92260 Vh-w: (760.1 PhUnc: (760)773-4478 Fqs; (7f'0) 142 {092 IT+.x: (,160)242-092 d"relinl)irq(a;N.urte.'awt .lru.nl)uati{4uuLcunt FORM J EQUIPMENT LOADS 21 BTU/SQ FT DREAM ENGINEERING INC.: 72330 CANYON LANE 2623 SQ FT PALM DESERT, CA - (760)773-4478/F242-1092 CA HTM HTM AREA/ BTU BTU NUMBER OF FLOORS , GROSS EXPOSED WALLS LENGTH FIXED WINDOWS HTG EXPOSED WALL (SQ FT) - SLIDING WINDOWS OPAQUE DOORS WINDOWS & NORTH GLASS DOORS: EAST - SOUTH 35 WEST CLG HTG LENGTH CLG HTG EXPOSED WALL (SQ FT) - UBC 50,6 OCCUPANCY OPAQUE DOORS 38 25 82 FOOTPRINT - PERIMETER (FT) 34 0 0 0 BUILDING DIMENSIONS (SQ FT) 35 343 0 11834 CEILING HEIGHT (FT) 25 110 2750 DIRECTION`FACING 55 53 2915 LOCATION 40 54 2160 SUMMER DESIGN OUTDOOR - 78 75 126 9450 WINTER DESIGN OUTDOOR -68 SKY LIGHTS 0 48 0 0 • 0 UBC 50,6 OCCUPANCY OPAQUE DOORS 38 25 82 3101 • 2040 DISCLAIMER: NET EXPOSED WALL R14 2.6 2.5 2623 6820 6558 13HE BUILDING HEAT LOSS & RESULTING MAXIMUM HEATING AVE CEILINGS R21 - 1.600 2.90 2623 4197 - 7607 EQUIPMENT OUTPUT CALCULATIONS IN THIS REPORT MEET THE CEILINGS (R#2) 0 0 CRITERIA OF TITLE 24. THIS MAXIMUM MAY BE EXCEEDED - FLOOR (SLAB - PERIMETER) 0 28 156 0 4415 WHEN THE FURNACE IN THE SELECTED PRODUCT LINE MUST BE FLOOR (RAISED FLOOR) 0 0 0 0 LARGER TO MEET COOLING LOAD AIR FLOW REQUIREMENTS. SUBTOTAL BTUH LOSS 32453 23HE BUILDING SENSIBLE HEAT GAIN CALCULATED IN THIS DUCT BTUH LOSS (15%) 3894 REPORT MEETS THE CRITERIA OF TITLE 24 AND MAY BE HEATING: TOTAL BUTH LOSS 36347 USED BY THE MECHANICAL CONTRACTOR IN EQUIPMENT PEOPLE & APPLIANCES 1200 SELECTION AND SYSTEM DESIGN. THE ARI STANDARD 210 SENSIBLE BTU GAIN 32592 RATED CAPACITY OF THE EQUIPMENT SELECTED MAY NEED DUCT BTU GAIN (15%) 4889 TO BE HIGHER THAN THAT STATED IN THE CALCULATIONS SUM OF SENSIBLE AND DUCT GAINS 37481 BECAUSE THE DESIGN CONDITIONS FOR THE LOCATION ARE COOLING: TOTAL BTUH GAIN (TOTAL X 1.3) ' 48726 DIFFERENT FROM THE TEST CONDITIONS USED IN THE RATINGS' HTG UNIT SIZING = BTUH LOSS X 1.3 + 10 X AREA= 73481 BTU HEATING OUTPUT, MINIMUM REQUIRED CLG UNIT SIZING = BTUH GAIN X 1.15 = 56034 BTU COOLING SENSIBLE, MINIMUM REQUIRED 5 TON 1 2623 156 2623 8.0 SOUTH LA QUINTA . *• 112 24 N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page i of 2) MF -IR Note; Lowrise residential buildings subject to the Standards must coutai.n these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit doeumeuts, the features noted shall he considered by all parties as minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or oil this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNERENFORCI Rt1=NT Building Envelope 1lleasures: ° §150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulatiun muiutfucturer's labeled R -Value. • § 150(c): Minimum R- 13 wall insulation in wood trained walls or equivalent U -Factor in metal frame walls . (does not apply m exterior mass walls . § L50(d): Minima n R-13 raised fluor uuulation in Gamed floors. § l50(1) : Slab edge insulation - water absorption rate greater than 2.0 rertn/inch. no greater than 0.3%,, water vapor transmission rate no §118: Insulation specified or installed meets insolation quality standards. Indicate type and form. L 16-17: Feucstrntiou Products, Exterior Doors, and lufiltration/Exfilu-ation Cunnmis 1. floors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat Guilt Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weathersn ipped; all joints and penetrations caulked and sealed. § 1500): Vapor barriers matndatory in Climate Zones 14 and 16 urnly. § 150(1): Special iufiluatiutt barrier unstallcd rn comply with § 151 meets Commission quality standards. 150(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Lugs. . Masonry and f.•ac[ory-built fireplaces have: a. Closca6le metal ar glass door b. Outside air intake with damper and control c. Fluc damper and control "_'_ No continuous bunting gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipmeut, water heaters, showerltends and faucets certified by the Commission: § 150(k): Heating and/or cooling loads calculated in aecurdance with ASHRAE. SIVIACNA or ACCA. - - § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §150& Pipe and tannin insulation 1. Storage ryas -water heaters rated with an Energy Factor less than. 0.59 must be extentally wrapped with insulation having an installed dtettnal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non-recinulativa systems, insulated (1Z-4 or greatcr) 3. Buck -up tanks for solar system, unfired storage ranks, or otter utd rect Inot water Landes have R-12 external insulation or R-16 combined dite real/external insulariun. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. '-- - 5. Cooling system piping below 55" F insulated. _ 6. Piping insulated between heading sotu-ce and utdirect hot water tank-. — Compliance Forms August 2001 I s . A-5 MANDATORY IWEASURES CHECKLIST: RESIDENTIAL (Pa re 2 o1' 2) MF- l R Now: LoNvrisc residential buikdin-S subject to the Statidards must contain these measures regardless of the compliance approach usciJ. Items marked with an asterisk (*) may be superseded by more stringent compliancc'requirernents listed oo the Certiticnte of Compliance. When this cliecklist is incorporated into the permit documents, the'features noted shall be considered by all parties ;Is mininttun component performance specifications for the mandatory measures whether they are 'shown elsewhere in the documents or on this checklist only. 111S11"llCtionS: Check or initial applicable boxes when completed or criter NIA if not applicable: DESCRIPTION ------ --- -- DESIGNER ENI=ORCEMF..N-f Space Conditioning, Nater Heating and Plumbing System Dleasures: (continued) 150011l: Ducts and Fans ---- - --- I. All ducts and plenums inswUed, scaled and insulated to meet the requirement of the 1998 Ch4C sections 601, (illi. 604, and Standard 6-3; ducts insulated to a miainuatn installed level of R-4.? or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape. aerosol sealant, or other ductclosurc system that meets the applicable requircmeuts of UL 181 • UL 181 A. or UL 181 B. lflnasuc or tape is used to seal openings greater titan 1;4 inch, the combination of mastic and either mesh or tape shall lie used. Building Cavities shall not be used for conveyblg conditioned air. Joints and seanis of duct systems and their components shall out be sealed with cloth back rubber adhesive duct tapes unless such tupc is used in ennlbiaation with mastic and drawbands. 2. Building cavities, support plattnmis'for air handler, and plenums defined or constructed with materials other than sealed street metal. duct hoard or flexible duct shall not he used for conveying conditioned air. Building cavities and support pladbnns may contain ducts. Ducts installed in cavities and Support platforms shall not be compressed to cause reductions it the cross-sectional area of the ducts. 3. Joints and scams ot'duct systems and their components shull not he sealed with cloth back robber adhesive duct tapes unless such tape is used in combination with mastic and drawbands,. 4. Exhaust tan systems have back draft or automatic dampers. ml`, 'nk" 5. Grnciry vauilncbig systems serving conditioned space have either automatic or readily accessible.. manually operated dampers. b. Protection of Insulation. losulation shall be protected from damage• including that due to sunlight,' - . moisture, equipment maintenance, and wbld but not limited to the following: Insulation exposed to'. — weather shall he suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall he protected as above or painted avith a coating that is —_water retardant and provides shieldilt; from solar radiation that call Cause degradation of the material. § 114: Pool and Soo licating Systems and Equipment. — I. System is certified with 79% thermal efficiency, on-off switch, weatherproof operaring instructions, no electric resistance hearing and no pilot light. ?. System is installed with: a. At Icam 36- of pipe betiveen filter and heater for future solar heating. b. Cover Cor outdoor pools or outdoor spas. i. Pool System Inas directional inlets and a circulation pump time switch. §115: Gas fired central dumases, pool heater• spa heater or household cooking appliances have no continuously burning pilot light. Exec cion: Non -electrical cooking appliances Waith oil x < 150 Bnr;hr) § 118 (1): Cool Roof material meet specified criteria Lighting Measures: § I50(k)L: Luminaires for general lighting in kitchen., shall have lamps ivith an efficacy of 40l unens/ivatt --- ---- ----- - --- _ or l;rcaterCor general lighting in kitchens. This general lighting shall he controlled by a switch ori a nattily ' accessible li4htin g control panel at an entrance to the kitchen. § 150(k)2.: Rixtns with a shower or bathtub must have either at least one luminaire with lamps with an. efficacy ol'40 liunens/wau or greater switched at the cntt•atce to tilt: room or one of the alternatives to this requirement allowed in §I50(k)2.: and incandescent recessed celli n., tISRa'cs are JC (insulatiou cover) approved. Compliance Forms August 2001 — q_g t INSTALLATION CERTIFICATE (Page 1 of 13) CF -6R Site Address r Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate'inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). . HVAC SYSTEMS: Heating Equipment " Equip. # of Efficiency Duct Duct or Heating Heating Type (pkg. CEC Certified Mfr Name Identical (AFUE, etc.)' Location Piping. Load Capacity heat pump) and Model Number Systems f>_CF-1R valuel (attic etc.) R-vahae (Btu/hr) (Btu/hr) Cooling Equipment ' Equip. CEC Certified Compressor # of Efficiency Duct Cooling Cooling Type (pkg. Unit Mfr Name and Identical' (SEER, etc.)' Location Duct Load Capacity.. beat pump) Model Number Systems f>_CF-1R value] (attic, etc.) R-vatue (Btu/hr) (BkVbr) 1. _> reads greater than or equal to. I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for m 'anufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date WATER HEATING SYSTEMS: Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Distribution If Rear- # of Rated'- Tank Eff- External Heater CEC Certified Mfr Type (Std, arlation, Identical Input (kW Volume ciencyI Standby'' Insulation Type Name & Model Number Point -0f --Use) Control Type Systems or Btu/hr) (gallons) (EF, RE) Loss (%) R -value 2 For small gas storage (rated input of less than or equal to 75,000 Btu/br), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 l3m/hr), list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated Input 3. R-12 external insulation is mandatory for storage water beaters with an energy factor of less than 0.58. Faucets & Shower Heads: All faucets and showerheads installed are certified to the Commission, pursuant to Title 24, Part 6, Section 111. 4 I, the undersigned, verify that equipment listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date COPY TO: Building Department HERS Provider (if applicable). Building Owner at Occupancy Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Compliance Forms August 2001 A-23 INSTALLATION CERTIFICATE (Page 2 of 13) CF -1-6R Site Address Permit Number FENESTRATION/GLAZING: Total Quantity Product ; Product of Like Exterior Shading U -Factor' (5 SHGC' (S # of Product . Square Device or Comments/Location/ Manufacturer/Brand Name CF -1 R value)' CF=1R value)' Panes (Onriorwn Feet Overhang Special Features (GROUP LIKE PRODUCTS) 2. _ 3. 4 — 5. — 6. _ 7. 8. 9 10. 11. 12.- 13. _ 14. 15. ' Manufactured fenestration products use the values from the product label. Field fabricated fenestration products use the default values from Section 116 of the Energy Efficiency Standards. 3 Installed U -Factor must be less than or equal to values from C# -IR. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (exterioi of overhang) is installed as specified on the CF -1R_ Alternatively, installed'' weighted average U-Factois for the total fenestration area are less than or equal to values from CF -1R. I, the undersigned, verify that the fenestration/gtazing listed above my signature: 1) is'the actual fenestration product installed, 2) is equivalent to or has a lower U -Factor and lower SHGC than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the • ' product mins or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature, Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature, Date Installing Subcontractor (Co. Name) OR „ (if applicable) General Contractor (Co. Name) OR Owner • OR Window Distributor Item #s Signature, Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy Compliance Forms August 2001 A-24 INSTALLATION CERTIFICATE (Page 3 of 13) CF -6R Site Address Permit Number DUCT LEAKAGE AND DESIGN DIAGNOSTICS ❑ DUCT LEAKAGE REDUCTION Pressurization Test Results (CFM @ 25 PA) Test Leakage (CFM). Fan Flow If Fan Flow is Calculated as 400 cfin/ton x number of tons, or as 21.7 x Heating Capacity in Thousands of Btu/hr, enter calculated value here If fan flow is measured, enter measured value here Leakage. Fraction = Test Leakaget(Measured or Calculated Fan Flow) _ Pass if leakage fraction < 0.06 ❑ ❑ Pass Fail ❑ For AEROSOL TYPE SEALANTS ONLY - The following diagnostic testing was completed: Duct Fan Pressurization at rough -in measured leakage (CFM) CHECK AFTER FINISHING WALL: ❑ Yes ❑ No ❑ , Pressure pan test or House pressurization test ❑ Yes ❑ No ❑ Visual -Inspection of Dud Connections ❑ ❑ Pass Fail ❑ THERMOSTATIC EXPANSION VALVE (TXV) Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ ❑ Yes is a pass Pass Fail ❑ DUCT DESIGN 1 ❑ Yes ❑ No ACCA Manual D Design calculations have been completed, Dud Design is on the plans and duct installation matches plans. 2• ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = Yes for both 1 and 2 is a Pass Pass Fail ❑ I, the undersigned, verify that the above diagnostictest results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Tests Signature, Date Installing Subcontractor (Co. Name) OR Performed General Contractor (Co. Name) COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy Compliance Forms August 2601 A-25 INSTALLATION CERTIFICATE (Page 4 of 13). CF -6R Site Address Permit Number REFRIGERANT. CHARGE AND AIRFLOW MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # , Outdoor Unit Make Outdoor Unit Model - Cooling Capacity Btu/hr Date of Verification' Date of Refrigerant Gauge Calibration (must be checked monthly) Date of Thermocouple Calibration (must be checked monthly) Standard Charge and Airflow Measurement (outdoor air dry-bulb 55 °F and above): Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temperatures' Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF _ Return (evaporator entering) air dry-bulb temperature (Treturn, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator, sat) OF Suction line temperature (Tsuction, db) T -' Condenser (entering) air dry-bulb temperature (Tcondenser, db) ` OF i Superheat Charge Method Calculations for Refrigerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table 1) °F Actual Superheat = Target SuperheatOF • (System passes if between -5 and +5°F) Temperature Split Method Calculations for Adequate Airflow , Actual Temperature Split.= T return, db - Tsupply, db OF Target Temperature Split (from Table 2) OF Actual Temperature Split- Target Temperature Split OF (System passes if between -3°F and +3°F or,.upon remeasurement; if between +3°F and -25°F) Standard Charge and Airflow Measurement Summary: r System shall pass both refrigerant charge and adequate airflow calculation criteria from . the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated System Passes yes or no Complianoe Forms August 2001 A-26 INSTALLATION CERTIFICATE (Page 6 of 13) CF -6R Site Address Permit Number Table K-1: Target Superheat (Suction Line Temperature - Evaporator Saturation Temperature) Compliance Forms August 2001 A-28 Return Air Wet -Bulb Temperature ff) T mnw 50 51 52 53 54 55 56 57 58 59 1 60 1 61 62 1 63 1 64 65 1 66 1 67 68 1 69 1 70 71 72 1 73 74 75 1 76 55 8.8 10.1 11.5 12.8 14.2 15.6 17.1 18.5 20.0 21.5 23.1 24.6 26.2 27.8 29.4 31.0 32.4 33.8 35.1 36.41 37.7 39.0 40.2 41.5 42.7 43.9 45.0 56 8.6 8.3 7.9 7.5 7.0 9.9 9.6 9.3 8.9 1 8.4 11.2 11.0 10.6 10.2 9.8 12.6 12.3 12.0 11.6 1 11.2 14.0 13.7 13.4 13.0 1 12.6 15.4 15.1 14.8 14.4 14.01 16.8 16.5 16.2 15.8 15.41 18.2 17.9 17.6 17.2 16.8 19.7 19.4 19.0 18.6 18.2 21.2 20.8 20.4 20.0 19.6 22.7 22.3 21.9 21.4 21.0 24.2 23.8 23.3 22.9 22.4 25.7 25.3 24.8 24.3 23.8 27.3 26.8 26.3 25.7 25.2 28.9 28.3 27.8 27.2 26.6 30.5 29.9 29.3 28.7 28.1 31.8 31.3 30.7 30.1 29.6 33.2 32.6 32.1 31.5 31.0 34.6 34.0 33.5 32.9 32.4 35.9 35.3 34.8 343 33.7 37.2 36.7 36.1 35.6 35.1 38.5 38.0 37.5 36.9 36.4 39.7 39.2 38.7 38.3 37.8 41.0 40.5 40.0 39.5 39.1 42.2 41.7 41.3 40.8 140.4 43.4 43.0 42.5 42.1 41.6 44.6 44.2 43.7 43.3 42.9 57 58 59 60 61 6.5 6.0 5.3 - 7.9 7.4 6.8 6.1 5.4 9.3 8.8 8.3 7.6 7.0 10.7 10.2 9.7 9.1 8.5 12.1 11.7 11.1 10.6 10.0 13.5 13.1 12.6 12.0 11.5 14.9 14.5 14.0 13.5 12.9 16.3 15.9 15.4 14.9 14.3 17.7 17.3 16.8 16.3 15.8 19.1 18.7 18.2 17.7 17.1 20.5 20.1 19.6 19.0 18.5 21.9 21.4 20.9 20.4 19.9 23.3 22.8 22.3 21.7 21.2 24.7 24.2 23.6 23.1 22.5 26.1 25.5 25.0 24.4 23.8 27.5 27.0 26.4 25.8 25.2 29.0 28.4 27.8 273 26.7 30.4 29.9 29.3 28.7 28.2 31.8 31.3 30.7 30.2 29.7 33.2 32.7 32.2 31.6 31.1 34.6 34.1 33.6 33.0 32.5 35.9 35.4 34.9 34.4 33.9 37.3 36.8 36.3 35.8 35.3 38.6 38.1 37.7 37.2 36.7 39.9 39.4 39.0 38.5 38.1 41.2 40.7 40.3 39.9 39.4 42.4 42.0 41.6 41.2 40.8 62 63 64 65 °. L w ., 66 - 6.3 5.5 7.8 7.1 6.3 5.5 9.3 8.7 8.0 7.2 6.4 10.8 10.2 9.5 8.8 8.1 12.3 11.7 11.1 10.4 9.7 13.8 13.2 12.6 11.9 11.2 15.2 14.6 14.0 13.4, 12.7 16.6 16.0 15.5 14.8 14.2 18.0 17.4 16.8 16.3 1 15.7 19.3 18.8 18.2 17.6 17.0 20.7 20.1 19.5 19.0 18.41 22.0 21.4 20.8 20.3 19.7 23.2 22.7 22.1 21.5 20.9 24.6 24.1 23.5 22.9 223 26.1 25.6 25.0 24.4 1 23.9 27.6 27.1 26.5 26.0 1 25.4 29.1 28.6 28.0 27.5 27.01 30.6 30.1 29.5 29.0 28.5 32.0 31.5 31.0 30.5 1 30.0 33.4 33.0 32.5 32.0 31.5 34.9 34.4 33.9 33.4 1 33.0 36.3 35.8 35.3 34.9 1 34.4 37.6 37.2 36.8 36.3 35.9 39.0 38.6 38.1 37.7 1 37.3 40.4 39.9 39.5 39.1 38.7 67 68 69 70 E" 4 a S A 71 - - - - 5.6 - 7.3 6.4 5.6 - 8.9 8.1 73 6.5 5.6 10.5 9.8 9.0 8.2 1 7.4 12.1 11.4 10.7 9.9 9.2 13.6 12.9 12.2 11.5 10.8 15.0 14.4 13.7 13.1 12.4 16.4 15.8 15.2 14.5 13.9 17.8 17.2 16.6 15.9 15.3 19.1 18.5 17.9 17.3 16.7 203 19.7 19.2 18.6 18.0 21.7 21.2 20.6 20.0 1 19.4 233 22.8 22.2 21.6 21.1 24.9 24.3 23.8 23.2 22.7 26.4 25.9 25.4 24.8 24.3 28.0 27.4 26.9 26.4 25.9 29.5 29.0 28.5 28.0 27.5 31.0 30.5 30.0 29.5 29.1 32.5 32.0 31.5 31.1 30.6 34.0 33.5 33.1 32.6 32.2 35.4 35.0 34.6 34.1 33.7 36.9 36.5 36.0 35.6 35.2 38.3 37.9 37.5 37.1 36.7 72 73 74 75 Q °0 U 76 - 6.6 5.7 - 8.4 7.5 6.7 5.9 10.1 9.3 8.5 7.7 6.9 11.7 11.0 10.2 9.5 8.7 13.2 12.5 11.8 11.1 10.4 14.7 14.0 13.4 12.7 12.0 16.1 15.4 14.8 14.2 13.5 17.4 16.8 16.2 15.6 15.0 18.9 18.3 17.7 17.1 16.6 20.5 20.0 19.4 18.8 18.3 22.1 21.6 21.1 20.5 20.0 23.8 23.2 22.7 22.2 21.7 1 25.4 24.9 24.4 23.8 23.3 27.0 26.5 26.0 25.5 25.0 28.6 28.1 27.6 27.1 26.7 30.1 29.7 29.2 28.8 1 28.3 31.7 31.3 30.8 30.4 29.9 33.3 32.8 32.4 32.0 31.6 34.8 34.4 34.0 33.6 1 33.2 36.3 36.0 35.6 35.2 34.8 77 78 79 80 81 6.0 5.2 - 7.9 7.1 6.3 5.5 9.7 8.9 8.2 7.4 6.6 11.3 10.6 9.9 9.2 8.5 12.9 12.2 11.6 10.9 10.3 14.3 13.7 13.1 12.5 11.9 16.0 15.4 14.9 14.3 13.7 17.7 17.2 16.6 16.1 15.5 19.4 18.9 18.4 17.8 17.3 21.1 20.6 20.1 19.6 19.0 22.8 22.3 21.8 21.3 20.8 24.5 24.0 23.5 23.0 22.6 26.2 25.7 25.2 24.8 24.3 27.9 27.4 26.9 26.5 26.0 29.5 29.1 28.6 28.2 27.8 31.2 30.7 30.3 29.9 29.5 32.8 32.4 32.0 31.6 31.2 34.4 34.0 33.7 33.3 32.9 82 83 84 85 86 - 5.8 5.0 - 7.8 7.0 6.3 5.5 9.6 8.9 8.2 7.5 6.8 113 10.6 10.0 9.4 8.8 13.2 12.6 12.0 11.5 10.9 15.0 14.4 13.9 133 12.8 16.7 16.2 15.7 15.1 14.6 18.5 18.0 17.5 17.0 16.5 203 19.8 193 18.8 183 22.1 21.6 21.1 20.6 20.1 23.8273 23.4 22.9 22.4 22.0 25.1 24.7 243 23.8 26.9 26.5 26.1 25.6 29.1 28.7 283 27.9 27.5 30.8 30.4 30.1 29.7 293 32.6 32.2 31.8 31.5 31.1 87 88 89 90 Compliance Forms August 2001 A-28 INSTALLATION CERTIFICATE (Page 7 of 13) CF -6R Site Address Permit Number Table K-1: Target. Superheat (Suction Line Temperature - Evaporator Saturation Temperature) (continued) Compliance Forms August 2001 A-29 Return Air Wet -Bulb Temperature (°F) w 50 1 51 52 53 54 55 56 57 58 59 60 61 62 63 64 1 65 1 66 67 68 69 70 71 72 73 74 75 76 91 - - - - - - - - - - - 6.1 5.4 - - 8.1 7.5 6.8 6.2 5.6 103 9.8 9.2 8.7 8.1 12.2 11.7 11.1 10.6 10.0 14.1 13.5 13.0 12.5 12.0 15.9 15.4 14.9 14.4 13.9 17.8 17.3 16.8 16.3 15.8 19.7 19.2 '18.7 18.2 17.8 21.5 21.1 20.6 20.2 19.7 23.4 22.9 22.5 22.1 21.6 25.2 24.8 24.4 24.0 23.6 27.1 26.7 263 25.9 25.5 28.9 28.5 128.2 127.8 127.4 30.8 30.4 30.1 29.7 29A 92 93 94 95 E1z .. 96 _ _7.5 7.0 6.4 5.8 53 9.5 8.9 8.4 7.9 7.3 11.4 10.9 10.4 9.9 9.3 13.4 12.9 12.4 11.9 11.4 15.3 14.9 14.4 13.9 13.4 17.3 16.8 16.4 15.9 15.4 19.2 18.8 183 17.9 17.5 21.2 20.8 20.3 19.9 19.5 23.2 22.7 22.3 21.9 21.5 25.1 24.7 24.3 24.0 23.6 27.1 26.7 26.3 26.0 25.6 29.0 28.7 28.3 28.0 27.7 97 98 99 100 E+ 4 A 101 - 6.8 6.2 5.7 5.2 8.8 8.3 7.8 7.2 6.7 10.9 10.4 9.9 9.3 8.8 12.9 12.4 11.9 11.5 11.0 15.0 14.5 14.0 13.6 13.1 17.0 16.6 16.1 15.7 15.2 19.1 18.6 18.2 17.8 17.4 21.1 20.7 20.3 19.9 19.5 23.2 22.8 22.4 22.1 21.7 25.3 24.9 24.5 24.2 23.8 27.3 27.0 26.7 26.3 26.0 102 103 105 a 0 j 106 - _ - - _ 6.2 5.7 5.2 - - 8.3 7.9 7.4 6.9 6.4 10.5 10.0 9.5 9.1 8.6 12.6 12.2 11.7 11.3 10.8 14.8 14.4 13.9 13.5 13.1 17.0 16.6 16.1 15.7 15.3 19.1 18.7 18.4 18.0 17.6 21.3 21.0 20.6 20.2 19.9 23.5 23.2 22.8 22.5 22.1 25.7 25.4 25.1 24.7 24.4 107 108 109 110 - 15*.47.6 10.4. 9.9 9.5 9.0 8.6 12.6 12.2 11.8 11.4 10.9 14.9 14.5 14.1 13.7 133 17.2 16.8 16.4' 16.1 15.7 19.5 19.1 18.8 18.4 18.1 21.8 21.5 21.1 20.8 20.5 24.1 23.8 23.5 23.2 22.9 112 Compliance Forms August 2001 A-29 INSTALLATION CERTIFICATE (Page 8 of 13) CF -6R Site Address Permit Number Table K-2: Target Temperature Split (Return Dry -Bulb - Supply Dry -Bulb) Return Air Wet -Bulb (°) (Tretorn, wb) 50 1 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 1 66 67 68 69 70 71 72 73 74 75 76 70 20.9 20.7 20.6 20.4 20.1 19.9 19.5 19.1 18.7 18.2 17.7 17.2 16.5 15.9 15.2 14.4 13.7 12.8 11.9 11.0 10.0 9.0 7.9 1 6.8 5.7 4.5 3.2 71 21.4 21.9 22.5 23.0 23.6 21.3 21.8 22.4 22.9 23.5 21.1 21.7 22.2 22.8 23.3 20.9 21.5 22.0 22.6 23.1 20.7 21.2 21.8 22.3 22.9 20.4 20.9 21.5 22.0 22.6 20.1 20.6- 21.2 21.7 22.2 19.7 20.2 20.8 21.3 21.9 19.3 19.8 20.3 20.9 21.4 18.8 19.3 19.9 20.4 21.0 18.3 18.8 19.4 19.9 20.4 17.7 18.2 18.8 19.3 19.9 17.1 17.6 18.2 18.7 19.3 16.415.7 17.0 17.5 18.1 18.6 16.3 16.8 17.4 17.9 15.0 15.5 16.1 16.6 17.2 14.2 14.7 15.3 15.8 16.4 13.4 13.9 14.4 15.0 15.5 12.5 13.0 13.6 14.1 14.7 11.510.6 12.1 12.6 13.2 13.7 11.1 11.7 12.2 12.7 9.5 10.1 10.6 11.2 11.7 8.5 9.0 9.6 10.1 10.7 7.4 7.9 8.5 9.0 9.5 6.2 6.8 7.3 7.8 8.4 5.0 5.6 6.1 6.6 7.2 3.8 4.3 4.8 5.4 5.9 72 73 74 75 A a 76 -24.1 - - - - 24.0 24.6 - - 23.9 24.4 - - 23.7 24.2 24.7 - - 23.4 24.0 24.5 - - 23.1 23.7 24.2 24.8 - 22.8 23.3 23.9 24.4 25.0 22.4 22.9 23.5 24.0 24.6 22.0 22.5 23.1 23.6 24.2. 21.5 22.0 22.6 23.1 23.7 21.0 21.5 22.1 22.6 23.2 20.4 21.0 21.5 22.1 22.6 19.8 20.4 20.9 21.4 22.0 19.2 19.7 20.2 20.8 21.3 18.5 19.0 19.5 20.1 20.6 17.7 18.3 18.8 19.3 19.9 16.9 17.5 18.0 18.5 19.1 16.1 16.6 17.2 17.7 18.3 15.2 15.7 16.3 16.8 17.4 14.3 14.8 15.4 15.9 16.4 13.3 13.8 14.4 14.9 15.5 12.3 12.8 13.4 13.9 14.4 11.2 11.7 12.3 12.8 13.4 10.1 10.6 11.2 11.7 12.3 8.9 9.5 10.0 10.6 11.1 7.7 8.3 8.8 9.4 9.9 6.5 . 7.0 7.6 8.1 8.7 77 78 79 80 a 81 - - - - - - - - - - - - - - - - - - - - - - , - - - 25.1 - - - 24.7 25.2 - - 24.2 24.8 25.3 25.9 23.7 24.2 24.8 25.3 23.1 23.7 24.2 24.8 22.5 23.1 23.6 24.2 21.9 22.4 23.0 23.5 21.2 21.7 22.3 22.8 20.4 21.0 21.5 22.1 19.6 20.2 20.7 21.3 18.8 19.3 19.9 20.4 17.9 18.5 19:0 19.5 17.0 17.5 18.1 18.6 16.0 16.6 17.1 17.6 15.0 15.5 16.1 16.6 13.9 14.5 15.0 15.6 12.8 13.4 13.9 14.4 11.7 12.2 12.7 13.3 10.4 11.0 11.5 12.1 9.2 9.7 10.3 10.8 82 83 84 Compliance Forms August 2001 A-30 INSTALLATION CERTIFICATE (Page 9 of 13) Cf- 6W Site Address Permit Number DUCT LOCATION AND AREA REDUCTION DIAGNOSTICS ❑ DUCT IN CONDITIONED SPACE ❑ Yes ❑ No Duct in conditioned space criteria matches,CF-1R Yes is a Pass Pass Fail ❑ REDUCED DUCT SURFACE AREA Measured duct exterior surface area in the following unconditioned duct locations (square feet): Attics Crawlspaces Basements Other (e.g., garages, etc.) ❑ Yes ❑ No Duct surface area matches CF -1R? ❑ Yes is a Pass Pass Fail ❑ I, the undersigned, verify that the duct surface area and duct locations claimed for duct surface area reductions and duct location'improvements beyond those covered by default assumptions match those on the plans. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing" and installation meet the requirements for compliance credit.] Tests Signature, Date Installing Subcontractor (Co. Name) OR Performed General Contractor (Co. Name) COPY TO:, Building Department HERS Provider (if applicable) Building Owner at Occupancy Compliance Forms August 2001 A-31 BUILDING ENVELOPE LEAKAGE DIAGNOSTICS ❑ ENVELOPE SEALING INFILTRATION REDUCTION Diagnostic Testing Results Building Envelope Leakage (CFM @ 50 Pa) *as measured by Rater 1. ❑ ❑ Is measured envelope leakage less than or equal to the required level from Yes No CF -IR?. 2. ❑ ❑ Is 14e6hanical Ventilation shown as required on the CF -1R? Yes No 2a. ❑ ❑ , If Mechanical Ventilation is required on the CF -IR (Yes in line 2), has it Yes No been installed? 2b. ❑ ❑ Check this box yes if mechanical ventilation is required (Yes in line 2) . Yes No and ventilation fan.watts are no greater than shown on CF -1R. Measured Watts = 3. ❑ ❑ Check this box yes if measured building infiltration (CFM @ 50 Pa) is Yes No greater than the CFM @ 50 values shown for an SLA of 1.5. on CF -1R (If this box is checked no, mechanical ventilation is required.) 4. ❑ 0 Check this box yes if measured building. infiltration (CFM @ 50 Pa) is less Yes No than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R, mechanical ventilation is installed and house pressure is greater than minus 5 Pascal with allexhaust fans operating. WNW Pass if: Pass Fail d. Yes in line 1 and line 3, or e. Yes inline I and line2, 2a; and 2b, or f Yes in line i and Yes in line 4. Otherwise fail. ❑ I, the undersigned, verify that the building envelope leakage. meeis the requirements claimed for building leakage reduction below default assumptions as used for compliance on the CF -1R. This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is inconformance with the requirements for compliance credit. [The builder shall provide the HERS providera, copy of the CF -6R -signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit] Test Performed Signature Date Testing Subcontractor (Co. Name) OR General Contractor (Co. Name) COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy INSTALLATION CERTIFICATE (Page 11 of 13) ' CF -6R Site Address Permit Number The following is an explanation of many of the input values required on this form: . HVAC SYSTEMS Heating Eauinment Tvne must he one of the folinwina- Furnace: Gas (including Liquefied Petroleum Gases) or oil -fired central furnace & space heater Boiler: Gas or oil -fired boiler PckgHeatP,ump: Packaged central heat pump SplitHeatPump: Split central heat pump RoomHeatPump: Room heat pump LgPkgHeatPump: Large packaged heat pump (>_ 65,000 Btu/hr output) Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance (fixed HSPF = 3.55) CombinedHydro: Reference water heater under water heating systems below CEC Certified Manufacturer Name & Model Number from applicable Commission approved appliance directory. # of Identical Systems is for those systems with the same efficiency, duct location, duct R -value and capacity. Efficiency from applicable Commission certified appliance directory. Duct (or Piping) Location is attic, crawl space, CVC crawl space, conditioned space, unconditioned space or none. Duct (or Piping) R -Value from Directory of Certified Insulation Materials and/or manufacturer's data. Heating/Cooling Load refer to Commission approved load calculation procedure. , Heating/Cooling Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,000 R above sea level require a derating of output capacity (refer to manufacturer's literature). Cnalina Rnuinment Tvne meet he nne of the fnllnwino- SplitAirCond: Split system air conditioner PckgAirCond: Packaged air conditioner Split Heat Pump: Split system heat pump PckgHeatPump: Packaged heat pump RoomHeatPump: Room heat pump, LgPkgHeatPump: Large packaged heat pump (z 65,000 Btu/hr output). Substitute EER for SEER when SEER is not available RoomAirCond: Room air conditioner. Minimum SEER varies; LgPkgAirCond: Large packaged air conditioner (>_ 65,000 Btu/hr output). Substitute EER for SEER when SEER is not available EvapDirect: Direct evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 11.0; duct location = attic; duct insulation R -value = 4.2 Evapindirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 13.0; duct location = attic; duct insulation R -value = 4.2 -xeter to tnergy Commission publication Appliance Efficiency Regulations, P400-92-029 Compliance Forms August 2001 A-33 INSTALLATION CERTIFICATE (Page 12 of 13) CF -6R Site Address Permit Number The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Svstems Refer to Residential Manual for more details: Standard: Standard — Supply pressure based system, no pumps Pipe Insulation: Pipe Insulation on all 3/4 -inch pipes POU/HWR: Point of Use/Hot Water Recovery System Recirc/NoControl: Recirculation loop with no controls Recirc/Timer. Recirculation loop with a timer Recirc/Temp: Recirculation loop with temperature control Recirc/Time+Temp: Recirculation loop with a timer and temperature control Recirc/Demand: Recirculation loop with demand control Water Heater Tuve Storage Gas, Oil or Electric Heat Pump Instantaneous Gas Instantaneous Electric Large Storage Gas Indirect Gas (Boiler) FENESTRATION/GLAZING Information Needed EnerQv Factor Recovery Efficiency Standby Loss Rated Input Yes No No No Yes No No No No Yes No No Yes No No No No Yes Yes Yes No Yes (AFUE) No Yes Fenestration: Windows, sliding glass doors, French doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type: Slider, hinged, fixed U -Factor: Installed U -Factor must be.less than or equal to value from CF -1R OR Installed weighted average U -Factor for the total fenestration area is less than or equal to value from CF -1R SHGC: Installed SHGC must be less than or equal to value from CF -1R OR Installed weighted SHGC for the total fenestration area is less than or equal to value from CF -1R OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF -1R Shading Device: Inciude when the building complied using an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll -down awning, roll -down blinds or slats (do not list bug screen), or an overhang (include depth in feet Compliance Fortes August 2001 A-34 .j- _ - INSTALLATION CERTIFICATE (Page 13 of 13) CF -6R Site Address Permit Number` The following is an explanation of many of the mput_values required on the Diagnostic portion of this form (page 3 of 6): TYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface A- Calculated as the outside area of the duct. Areas must be measured and verified by a HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified,by-location of registers (does -not require HERS rater verification). ' ., Catastrophic Leakage: Pressure pan test readings must be less than 1.5 Pascal at a house pressure of 25 Pascal. TXV: Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is required for very tight house construction when credits for infiltration reduction using diagnostic testing are being used for achieving compliance. These very tight houses are defined as those with SLA of less than 1.5. The compliance documentation (CF -1R) will contain the measured CFM target value from.a blower door test at 50 Pascal pressure difference that represents this SLA of 1.5. Mechanical ventilation is also required if the builder chooses to design the building to use mechanical ventilation and claims a credit for infiltration below an SLA of 3.0. The compliance documentation (CF -1R) will contain the measured CFM target value that represents this 3.0 SLA. If the builder claims credit in a design for infiltration reduction that is at an SLA of 3.0 or higher, and the actual measured SLA is 1.5 or greater, then mechanical ventilation is not required. If the SLA in this. case were below 1.5, then mitigation (such as mechanical ventilation) would be required. Compliance Forms . 5 CITY OF tA PLANTA BUILDING & SAFEY DEPT, APPROVED- FOR CONS UCTION DATE4B i c - fAC HOUS'TON f LUMBER COMPANY "Lumbermen Since 1884" , i 84-391 Cabazon Road Indio, CA 92201 _ (760) 347-8320 {� Fax: (760) 347-8515 s I „ Al RLWM4 IOMMMMLBCSI-B►1 SUMMARY SHEET - GUIDE FOR HANDLING, INSTALLING AND BRACING OF METrAL PLA►TE CONNECTED WOOD TRUSSES 0 10 k• IV v 14 to A ONE WEEK OR LESS MORE THAN ONE WEEK H Bundle stored Bundles sto a on t h e9 Q ro unci for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Do not store on una semana o mos deben ser elevados uneven ground. con bloques a Cada 8 o 30 pies. ; 1-7f For long term storage, cover bundles to pre-' LJ vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, _ cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Do not store No almacene ' unbraced bundles verticalmente los upright. trusses sueltos. No almacene en tierra desigual. • Locate Spreader bar j o' o.c. ` above , or stiffback max. mid -height ' Spreader bar 2/3 to - I�_ 3/4 truss length Tagline _TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING —ARRIOSTRE Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resOmen BCSI-B2 - Instalaci6n de Trusses 4 y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral Locate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. - Coloque los arriostres de tierra para el primer truss directamente en linea con Cada una de las filas de arriostres laterales T 20 min. temporales de la cuerda superior. Brace first truss well t— before erection of additional trusses.IPK� a PMN�VEMINOR N"' CLIA! HO]A RESUMEN 2 Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4'o.c. max. 60 a 80 pies* 4 pies maximo S No proceda con la construcci6n hasta que todos los arriostres estdn colocados en forma apropiada y Segura. 0, Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas.Vea el res6men BCSI-B4 Cargo de Constructi6n para mayor informaci6n. Materiel Height (h) BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES 12" Plywood or OSB EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Asphalt Shingles Q, Refer to BCSI-B7 Maximum lateral brace spacing Concrete Block 8" . Summary Sheet 10' o.c. for 3x2 chords r -- Temporary and 15' o.c. for 4x2 chords Permanent Bracing )5 Diagonal braces '0' of every 15 truss for Parallel Chord spaces (30' max.) Tru for more information. I I+ Vea el res6men e.,' BCSI-B7 - Arriostre temporal mmanente de The end diagonal trusses de cuerdas brace for cantilevered ` ' T.S, : �� r J -Ilk. t.a paralelas para mayor trusses must be placed Lateral braces .. ` informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING — INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Q Length �I Max. Bow 0 ., Max' Bow Max. Truss Bow Length I"I len — --- -- -- ., ~— Length i. 3/4° 12.5' i �— Len h —►7/8° Max.. Bow 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out-of-Plumb.1/4" 1' 1.1/8° 188' Tolerancias para 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. n1_3/g= 3/4" 3' 2P g Q� Plumb bob 1• —4' D/50 max M22: CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses S No proceda con la construcci6n hasta que todos los arriostres estdn colocados en forma apropiada y Segura. 0, Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas.Vea el res6men BCSI-B4 Cargo de Constructi6n para mayor informaci6n. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" . Clay Tile 3-4 tiles high Lateral braces 2x4x12' length lapped over two trusses. _ u Do not overload small groups or single trusses. No sobrecargue pequenosgrupos o trusses ihdividuales. . QPlace loads over as many trusses as possible. 9w ' Coloque las cargas sobre tantos trusses tomo sea posible. Diagonal braces r7(1 Position loads over load bearing walls. R - �+ ^ every 10 truss ` :•;` �- spaces (20' max.) Coloque las cargas sobre las paredes soportantes. 10'=15' max. ALTERATIONS — ALTERACIONES Some chord and web members not shown for clarity. Q Refer to BCSI-B5 Summary Sheet - Truss Damage, Job�ite Modifications and Installation Errors.. Vea el res6men BCSI-B5 Da"nos de trusser Modificaciones en la Obra y Errores de Instalaci6n 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que esta especificamente permitido en el dibujo I . Web members - Q 0 Diagonal braces t Y r •w , every 10 truss <, * 10'-15' max. e r; - spaces (20' max.) ti: same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT f iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 46 i del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. .� r ar, m r• rF NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they haw agreed to do on a particular ecL The Contractor should seek any required assistance regarding construction practices from a competent pa . The methods and procedures outlined are Intended to re that the oaroll construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the eolrect1w experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities ImroNed, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. it is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engine, the Building Designer, the ErectioNtnstallation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingfromthe use, application, or reliance on the recommendations and information contalned herein. \IY 1 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center• 6300 Enterprise Lane • Madison, wI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org 81WARN11%17 031125 ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL A do *I 0 ��+'y.'�6 r p .- 'C+� •^+T,n•ey5•��? 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