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BRES2016-0082Jv 78-495 CALLE TAMPICO . LA QUINTA, CALIFORNIA 92253 c&tr 44Q,akrw . . VOICE (760) 777-7125 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2016-0082 Property Address: 61633 -TORO CANYON WAY APN: 764540032 Application Description: WILLIAM SMITH / ADDITION Property Zoning: Application Valuation: $50,000.00 Applicant: WILLIAM SMITH 61633 TORO CANYON WAY LA QUINTA, CA 92253 JUN 12 2016 CITY QF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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 Professions Code, and my License is in full force and effect. License Class: License No.::CONV:140528101254098674 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a' permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. . B.&P.C. for this reason Date: %12 /it, Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). -Lender's Name: Lender's Owner: WILLIAM SMITH 61633 TORO CANYON LA QUINTA, CA 92253 Contractor: WILLIAM SMITH 61633 TORO CANYON WAY LA QUINTA; CA 92253 J�kpe1 `7T/,KO CITY.QF LA QUINTA TY DEVELOPMENT DEPARTMENT (925)577-0606 Llc. No.::CONV:140528101254098674 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.. My workers' compensation insurance carrier and policy number are: Carrier: Polity 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, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706'OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 city to enterypon the above-mentioned property for inspection purposes. Date: A/121/30/6 Signature (Applicant or Age FINANCIAL INFORMATION F �. �, B. ;; 1 �'F .. .., DESCRIPTION '':' n ACCOUNTS ;QTY {-AMOUNT ' > 3 PAID - PAID; DATE S ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $62.36 $62.36 6/21/16 PAID BY- METHOD ?' S RECEIPT # r CHECK # CLTD BY'`My x :'c WILLIAM SMITH CHECK R16472 1073 RSE E ` rDESCRIPTION { i ;L 5 Y* ', ACCOUNT QTY AMOUNT . " ` PAID PAID'DATE: ADDITION, EA ADDITIONAL 500 SF PC '. 101-0000-42600 0 $17.40 $17.40 6/21/16 PAID BY �, r " METHOD ;:: RECEIPT #; CHECK # CLTD BY �, .; s` WILLIAM SMITH CHECK '1116472 1073`- RSE ' DESCRIPTION F:',, _'. ACCOUNT :QTY AMOUNT ', x# 7PAIDx PAID'DATE ADDITION, FIRST 100 SF 101-000042400 0 $120.83 $120.83 6/21/16 F �- PAID BY 4-; r' * . METHOD "� RECEIPT # 1:H CLTD BY e:d� a.. y€y WILLIAM SMITH CHECK R16472 1073 RSE DESCRIPTION ''� y �` ACCOUNTQTYA AMOUNT r` ". PAID PAIDDATE �< �. ADDITION, FIRST 100:SF PC 101-0000-42600 0 $171.14 $171.14 /16' 6/21;. `u F csp� xtt:,. � BY z r PAID` a�. •- s`:. METHOD � £ . . „ y �- .... #CHECK :CLTI) , BYV x WILLIAM SMITH CHECK R16472 1073 RSE Total Paid for ADDITION: $371.73 $371.73 �'? > DESCRIPTION .; I^, `� ,ACCOUNT QTY AMOUNT ` ` PAID ID. DAT ; aPA E BSAS SB1473 FEE' 101-0000=20306 0 $2.00 $2.00 6/21/16 ti 't PAID BY ;, 'METHOD z L RECEIPT # *CHECK # :° CLTD BY >. i � Y Y . +,' A WILLIAM SMITH CHECK R16472 1073 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 $2.00 DESCRIPTION -,- ACCOUNT `QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 6/21/16 7777 >,ra r PAID BYt rr "' METHOD `i -_� RECEIP.,.T # CHECK # CLTD BY. . , .s - m WILLIAM SMITH CHECK R16472 1073 RSE _,'DESCRIPTION : H ACCOUNT QTY y AMOUNT `;: PAID ` PAID;DATE rt zyyy y RESIDENTIAL; FIRST 1,000SF, PC 101-000042600 % 0 $47.86 $47.86 6/21/16 f " PAID.BY ,� , METHOD R ECEIPT # ,CHECK # CLTD BY ". g.. WILLIAM SMITH CHECK R16472, 1073 RSE Total Paid for ELECTRICAL - NEW CONSTRUCTION: $192.89 $192.89 l ' DESCRIPTION ,:, + r' ACCOUNT <.: :' QTY AMOUNT . s .. _ " r : PAID PAI D DATE CONDENSER/COMPRESSOR 101-0000-42402 , . 0 $36.26 _$36.26 6/21/16 PAIDBYU "` ° 3 `'' METHOD RECEIPT# y :CHECK'# fi CLTD BY, WILLIAM SMITH CHECK R16472 1073 RSE :DESCRIPTION k. ;ACCOUNT + AMOUNT ;. # PALD rPAID DATE ;. iQTY CONDENSER/COMPRESSOR PC 101-000042600 0 .$24.17 $24.17 6/21/16 BY c� ` W# " N METHODS yu; y` RECEIPT # CHECK # CLTD BY WILLIAM SMITH CHECK R16472 1073 RSE DESCRIPTION { , ACCOUNTS QTY Y` AMOUNT <; PAID ; PAID PADATE �' p , FURNACE 101-0000-42402 0 $36.26 ' $36.26 6/21/16 #t _ sk RECPAID:BP p EIPT# • «, c tl ,t CHECK # t� CLTD BY' .a •r` s, ...,•.: x�.s 3 ;: E' WILLIAM SMITH CHECK R16472 1073 RSE DESCRIPTION A000.UNT AMOUNT.'Ekt-.s PAID "' PAIDDATE,.; n.x . .- .. .., ., €.� FURNACE PC 101-0000-42600 0 $24.17 $24.17 6/21/16 xq, �� .E � PAID BYE9. � d"i�# d " METHOD s' w o -RECEIPT # _ ro CHECK #tiA, CLTD BY "y e ;s , WILLIAM SMITH CHECK R16472 1073 ` RSE Total Paid for MECHANICAL: $120.86, $120.86 c .DESCRIPTION ACCOUNT rt QTY! - ' F' AMOUNT ¢ Pi41D PAID DATEF �y •<� I, GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12:09 6/21/16 y S PAID BY METHOD � -4RECEIPT # z �° N x CLTD BYE Fr + ..: i,-_ Z, 3r WILLIAM SMITH CHECK, R16472 1073 RSE M; k; DESCRIPTION .;s. ,,ACCOUNT a{ EQTY ` AMOUNT4,414w* ,"� PAID 'PAID DATE ,:! GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 6/21/16 PAID BY.,.- METHOD ¢:^,i� isRECEIPT#;; CHECK#;;rCLTDBY ry ur WILLIAM SMITH - ' CHECK. R16472 1073 RSE DESCRIPTION ' �k '€ " "� ACCOUNT : ',QTY ''x ` ' ,'PAID �f €PAID:DATV x`AMOUNT ROOF DRAIN .101-0000-42401. 0. $12.09 $12.09 6/21/16 PAID BY -4 METF10Dx " 'RECEIPT` -'0" CHECK #.', CLTD BY WILLIAM SMITH CHECK R16472 v 1073 RSE RF'; DESCRIPTIONg€ + : ACCO.UNT sir "QTY r , AMOUNT: PAIUy°PAI`"DATE s R,� , ,t if ROOF DRAIN PC 101-0000-42600 - 0 $12.09 $12.09 6/21/16 PAIDTmi METHOD,*x. RECEIPT #r " l CHECK # ` `; CLTD BYE# WILLIAM SMITH CHECK R16472 1073 RSE Total Paid for PLUMBING FEES: $60.44 $60.44 >� 3 ': 4,; CRIPTION:� s 4y .,p T {tb ir: - •{ f ACCOUNT x t ' 'QTY � AMOUNT ° gi.'x. uJ 1 �,� PAID PAID DATE4 R 4, *z , ,. r SMI - RESIDENTIAL• " 101-0000-20308 0, $6.50• $6.50 6/21/16 . `� '•' x PAID;BY` t' �� �{ ,� r 4 METHOD `•• RECEIPT#E` ".y CHECK# CLTD BY- d g WILLIAM SMITH CHECK R16472 1073 RSE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $6.50 $6.50 TOTALS: $754.42 t Description: WILLIAM. SMITH / ADDITION . . . . .. ....... .. . ..... .. . . .. ... ........... .... . .. .. ... ... ... . ... ........... ...... .. . . - ......... ... . .. .. . ............ ..... . . . . . . .............. 'A -COMPLETION �MTES'—';� ,ACTION CHRON STAFF DATE Type: BUILDING, RESIDENTIAL Subtype:. ADDITION Status: ISSUED Applied: 3/25/2016 RSE Approved: 6/17/2016 JJO Parcel No: 764540032 Site Address: 61633 TORO CANYON WAY LA QUINTA,CA 92253 Subdivision: TR 30023-7 Block: Lot: 122 Issued: 6/21/2016 RSE Lot Sq Ft:.O Building Sq Ft: 0 Zoning: Finaled: Valuation: $50,000.00. Occupancy Type: Construction. Type: Expired: 12/18/2016 RSE No. Buildings: 0 No. Stories: 0 No.- Unites: 0 RSE Details: ENCLOSE COURTYARD AND ADD GOLF CART GARAGE PER 2013 CRC CODES NOT FIRE SPRINKLED. STEPHANIE KHATAMI ADDITIONAL SITES . . . . .. ....... .. . ..... .. . . .. ... ........... .... . .. .. ... ... ... . ... ........... ...... .. . . - ......... ... . .. .. . ............ ..... . . . . . . .............. 'A -COMPLETION �MTES'—';� ,ACTION CHRON STAFF DATE NOTE MARY FASANO 6/9/2016 .6/10/2016 TOMMI RECEIVED RESUBMITTAL AND I.PROCESSED BILL SMITH DROP TO PAGES FOR PLAN BILL TOLD ME JJ CALL NOTE RAMSES SEVILLA 6/15/2016 6/15/2016 TOLD HIM TO DROP OF PLANS. I TOOK IT IN AS A REVISION... RSE PLAN CHECK PICKED UP STEPHANIE KHATAMI 4/13/2016 4/13/2016 BILL SMITH PLAN CHECK PICKED UP STEPHANIE KHATAMI - 6/6/2016 6/6/2016 BILL SMITH RESUBMITTAL STEPHANIE KHATAMI 5/26/2016 5/26/2016 CALLED BILL TO INFORM HIM THE PLANS ARE READY FOR TELEPHONE CALL JIM JOHNSON 4/8/2016 4/8/2016 CORRECTIONS CALLED BjLL SMITH TO INFORM HIM THE PLANS HAVE TELEPHONE CALL JIM JOHNSON 5/27/2016 S/27/2016 ADDITIONAL CORRECTIONS Printed: Wednesday, July 06, 2016 8:38:16 AM 1 of 4 CRWIMEMS � . , ` �TELEPHONE CALL '. ` JIM JOHNSON '' ^ 6/17/2016 | Al Ab.DITION, EA 101-0000-42406 0 $62.36 $62.36 6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE ADDITIONAL 500 SF 101-0000-42600 $17.40 $.17.40- R16472. 10,73 CHECK WILLIAM SMITH RSE ADDITIONAL 500 SF PC. -0 ADDITION, FIRST 100 SF 10i-0000-42400 -$120.83 $120.83 6/21/16 R16472 10731. CHECK WILLIAM SMITH RSE PC Total Paid for ADDITION: $371.73 $371.73 BSAS SB1473 FW—T 101-0000-20306 FO - $2.00 .$2.00 6/2i/16 R1647'7- i073 WILLIAM SMIT�–TRSE Total Paid for BUILDING STANDARDS ADMINISTRATION -7v 11�1 I 7-w -i.7 77, 4 A UN: TY -tH T -h' 7AMOUNTvA41 1 , ;,,�,PAI D 6 jg - D� DATE..,. -,RECEIP T E K� METHOD �,'u! -0 AID BY,,, PARENT cDESCRI 'ON• Z- 71, REVIEWS �,',�STATUS�.14�1`• ,PAID; OE on, oil RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 6/21/16 R16472 1073 CHECK WILL IAM SMITH RSE%. 1,OOOSF , RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $47.86 6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE 1,000SF, PC 1 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $192.89 $192.89 CoNDEN SER/COMPRES 101-0000-42402 0 $36.26 $36.26 6/21/16 1116472 1073 CHECK WILLIAM SMITH RSE SOR, CONDENSER/COMPRES 101-0000-42600 0 $24.17 $24.17 6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE SOR PC FURNACE 101-0000-42402 4 $36.26 $36.26 6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE FURNACE PC 101-0000-42600 0 $24.17 $24.17 1 6/21/16 1 k16472,.1 1073 CHECK .-WILLIAM SMITH RSE Total Paid for MECHANICAL: .$120.86 $126.86 GAS SYSTEM, 1-4 101-0000-42401 0. $12.09 $12.09 6/21/16 R16472 1073 CHECK. WILLIAM SMITH RSE OUTLETS GAS SYSTEM, 1-4 101-0000-42600 0 $24.17 $24.17 6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE OUTLETS PC ROOF DRAIN. 101-0000742401 0.. $12.09 $12.09 6/21/16 R16472 1073 •CHECk WILLIAM SMITH RSE C ROOF DRAIN PC 101-0.000-42660 0 .$12.09 $12.09. 6/21/16 R16472 1013 CHECK WILLIAM SMITH RSE Total Paid for PLUMBING FEES: $60.44 $60.44 SMI - RESIDENTIAL 101-6000-20308 0 T $6.50 $6.50- -6/21/16 R16472 1073 CHECK WILLIAM SMITH RSE Total Paid for STRONG MOTION INSTRUMENTATION SMIi $6.50 $6.50 .-TOTALS.'. .. . .. ....... ... . .... A. . ..... . ...... INSPECTIONS NCA,: 7- PARENT ........ PROJECTS .. ...... .. . ...... REVIEWS �,',�STATUS�.14�1`• OE on, oil REVIEWTYPE 7—'T'REVIEWER— BOND INFORMATIOW" -SENT-D E7'-7DUE7DAT 7 ATTACHMENTS .............. 7— TED er,�� ON', NAME",r,: SUBDIR EA' r STATUS -7"= =- "REMARKS NOTE, 61-633 •TORO CANYON 61-633 TORO CANYON IST BLDG NS (2 WK) JIM JOHNSON 3/25/2016 4/8/2016 4/8/2016 REVISIONS REQUIRED 0 .2ND BLDG NS (1 JIM JOHNSON 5/26/2016 WAY.docxr 5/27/2016 REVISIONS REQUIRED WK) SCHOOL FEES BRES2016- SCHOOL FEES BRES2016- DOC 4/8/2016 JIM JOHNSON0 0082.pdf 0082.pdf PLANNING DEPT. APPROVED FRONT YARD SET D S (1 WKTjJIM F��- BLDG N- JOHNSON 6/9/2016 6/16/2016 6/17/20 JIM JOHNSON BACK AT 15 FEET BY CARLOS BOND INFORMATIOW" .......... . . ... .... ........ .... ATTACHMENTS .............. 7— TED er,�� ON', NAME",r,: SUBDIR EA' r I B E ,.:OWNER -4., 61-633 •TORO CANYON 61-633 TORO CANYON DOC 4/8/2016 JIM JOHNSON 0 WAY.docx WAY.docxr SCHOOL FEES BRES2016- SCHOOL FEES BRES2016- DOC 4/8/2016 JIM JOHNSON0 0082.pdf 0082.pdf 61'633 TORO CANYON 61-633 TORO CANYON DOC 5/27/2016 JIM JOHNSON 0 WAY.docx-- WAY –*i.docx 2ND SUBMITTAL CHECK 2ND SUBMITTAL CHECK DOC 5/26/2016 STEPHANIE KHATAMI LIST AND RESPONSES 5- LIST AND RESPONSES 5- 0 26-16.pdf 26-16.pdf HOA APPROVAL 5-26- HOA APPROVAL 5-26 - DOC 5/26/2016, l .1 . STEPHANIE KHATAMI . 16.pdf 16.pdf 0 Bin.# '( °O Qty*f LQ Qutnta Bulldog a Safety Division P.O. Box f 504, 78 495 Calle Tampico - _ L;.Quinta, CA,92253,-:(760)777-7012 Building Pefmit-Appllcadon and Tracking Sheet Permit # . • Qts lo7 Project aadress: (, 3 To Y O OUL Owner's Name:. A. P. Number. Address: 6 1G33 Legal Description: Contractor: City, ST, Zip: `� \ q t �i Telephone: i�' 25. s . 0(oQ�o Address: Project Description: cz City, ST, Zip: 4 O c" Ca �„ Telephone: State Lie. # : " City Lie. #; Arch., Eng:; Designer- esignerAddress: Address: City., Si, Zip: . Telephone:. State Lia #:M11 Name of Contact Person: "--A S i Construction Type• ,.Re5 t parley:, project type (circle one):, New `'(Add 7 • Alter Repan" 'Demo ' Sq. Ft: t{0(5 1'EstiinatdV'aIiueof`Prqject Telephone # of Contact Person.22_5-5)?—C)666 5-0 006" APPLICANT: DO:NQT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES, Plan Sets Plan Cheek submitted Item Amount Structural Calm Reviewed, ready for corrections. Plan Check Deposit. Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cold. Pians picked up Construction Flood plain plan Plans resubmitted ' . Mechanical Grading plan Zid Review, ready, for correcfionMssue . Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up 31191 H.O.A. Approval . Plans resubmitted Grading IN HOUSE:- '"' Review; ready for corrections/issue Developer Impact Fee , Planning Approval Called Contact Person Pub. Wks. Appr a Date of permit issue - ; , School Fees t Total Permit Fees Cf-cir�lla Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (7601398-1224 RECOE21VIED Y;;� 17 2016 r This Box For District Use Only DEVELOPER FEES PAID AREA:. AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND: AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CIT( OF 9A QUINTA CERTIFICATE OF COMPLIANCE �®�N �,®FENT (California Education Code 17620) Projec{ame: ill Smith TYi 10GU Owner's Name: Bill Smith Project Address: 61-633 Toro Canyon Way, La Quinta, CA 92253 Date: June 17, 2016, Phone No. Project Description: Room Addition APN: 764-540-032 Tract #:' Lot #'s: Type of Development: Residential Commercial Industrial RK Total Square Feet of Building Area: ; 287 SQ. FT. Certification of Applicant/Owners: The person signing ertifies that t ove informatio c t and makes this statement under penalty of perjury and further represents that he/she is a h 'z to s' behalf of the wne e ` oper. Dated: J �-�c 20 16 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN - ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. 287 Pursuant to AB 181 any room additions or enclosures of 500 Amount per Sq.Ft. EXEMPT s.f. or less are exempt from developer fees Amount Collected 0.00 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst Signatue: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FE AND ST TE NT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires tha this District provide (l) a written notice to the project appellant, at the time of payment of school fees, mitigation payment,or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section. 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in .whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/mydoes/de.vfees/curtificate ufcompliance form updated 3-2007 11/2010 „: " BUILDING4ENERGY ANALYSIS`REPO __ �.!••• •► .s �.-.�..,v ..�-.._-.•,f•a•. .. mow.. r•..,w.w -..,. +:.wa,.,.:.�.,.�w. t. •ry. .. ., ... ,.. r.r +..r,.6... i.�i.. �+rr►.....s. PROJECT: s;Kiefer<<& Smifih tl: k `COFL�'�,UIN ��'* ', `• 61633 TorolQan •on Wa i ► ' ", ; 4 T c Y Yuia, r 4 BUILDING & SAFETY.DE T r. La Quinta, CA 92253•+ PPOVD �3 ' t•: ."fit ; : _ `x U4, `"1Inij � T1� ' rt �,,FOR,CONSTR CTION .4 ` • Project Designer: t DATE C IC... BY ' Bill Smith r 61633 Toro Canyon Way' . a • • La Quinta, CA 92253 = wy ' r 925.577.0606 Report Prepared by: t Rick Rocklewitz a NRG Compliance, IncRE CEPU. 'Er PO Box 3777 j Santa Rosa, California 95402'I' .707-23.7-6957 ' JUN 10.,2016; • ; CITY OF LA QUINTA'' r COMMUN-M DEVELOPMENT, , N RG ' k COMVUANCE. INC + ' Job Number,R . E C E.:f y { 030716 t a MAR 2 2016 ,; Date: 3/7/2016• t • CITY OF LA QUINTA -` COMMUNITY DEVELOPMEN The EnergyPro computer. program has been used to perform the calculations summarized in this compliance report. This program has approval and is • authorized by the California Energy Commission for use with Both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft; LLC-www.energysoft.com..' r Energ Pro 6.7 b Eneig Sof User Number. 5581 - - - !° ID: 030716 "' T -' - t ' .. •, j ire � � �.� �� € .. e TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R -PRF -01 -E Certificate of Compliance 3 Form RMS -1 Residential Measures Summary 11 Form MF -1 R Mandatory Measures Summary 12 HVAC System Heating and Cooling Loads Summary 16 EnergyPro 6.7 by EnergySoft Job Number. ID: 030716 User Number. 5581 90)� 3iRloa CERTIFICATE OF;COMPLIANCE = RESIDENTIAL PERFORMANCE- COMPLIANCE METHOD.. _' CF1R-PRF-01 Project Name: Residential Building ' _ It Calculation Date/T�addition.xm� 016 - Pagel of 8 Calculation Description: Title 24 Analysis _ _ _ - _ •Input File Name. _ GENERAL INFORMATION i ': • • '_ - " W. + H 01 + - Project Name Residential Building'� • r %+ 04 _ "® -- •«'• - ` o � _ 02 _ Calculation Description Title 24 Analysis _ _fi ' - - - -- - 03 _ _ 1 Project Location 61633 Toro Canyon Way _-` _- , _ . _ __ __ . _ ___ I_ LL- ,p: -! . 04� t `� _ _ _ _City La Quints _ Y _ _ 05 a �Stpndards, Ion Compliance 2015 _ - 06 -- - - - - - -• Zip Code 92253 -- -- - - *- - - --07-- w- .-ebr%114nbe lAnager V on BEMCmpMgr 2013-4 (744) -' 08•- •- -------- --Climate Zone CZ15 - - - "- 09. So�fwareVe -1,n EnergyPro6.6- 10 -Building Type Single Family ,11 0.0% F o Ofkrntatlofii(deg/Cardinaq 90 .. 12 ' ' - - + Project Scope Addifion and/or Alteration 13 umb(5k�of wellingLU Its 1 i • •f14 _ v s ,- . Total Cond_: Floor Area (ft12) 2270 15 7 Number of Zones 2 16 J Slab Area (q2) 2270 17 �,i' Number of.Stories 1 18. 'Addition Cond. Floor Area 287 ', ' 19 Natural Gas Available Yes 20 1. , . , Addition Slab Area4(tt2) 287 -' 21 Glazing Percentage (°6) 13.9% ; COMPLIANCE RESULTS 01 Building Compiles wltli Computer Performance e-4 1(-"-4 -Ir - -- 02 - -- This building Incorporates featires hatrequ: a tle�d yes*Ing a�nd/or�terifica{lo by a¢certlfled)H+ERS oater,underr t a supervision of.a CEC-approved HERS provider.'. kt iii, 03 This building Incorporates one or�m:6re Special Features shown below ,- , ` ")- -� � - ' ' ` _ - -- _ _ - ._ Registration Number: 216-A0089369A-000000000-0000 Registration Date/Time: 2016-03-08 09:13:26 + HERS Provider: CalCERTS inc. CA Building Energy Efficiency,Standards = 2013 Residential Compliance Report Version - CFSR-03022016 744 Report Generated at: 2016-03=0709:11:16 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement •Space Heating 1.28 0.50 0.78 60.9% Space Cooling 166.07 165.84 0.23 0.1% IAO Ventilation 0.00 0.00 - 0.00 0.0% 'Water Heating - + 11.54 ° 11.54 "` 0'.00 0.0% " " _ + Photovoltaic Offset "--- 0.00 0.00 .Compliance Energy: Total - 178.89 �._ _. 177.88 -- - 1.01 '- - -^ --0.6% - - - Registration Number: 216-A0089369A-000000000-0000 Registration Date/Time: 2016-03-08 09:13:26 + HERS Provider: CalCERTS inc. CA Building Energy Efficiency,Standards = 2013 Residential Compliance Report Version - CFSR-03022016 744 Report Generated at: 2016-03=0709:11:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:10, Mon, Mar 07, 2016 Calculation Description: Title 24 Analysis Input File Name: kiefer & smith addition.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. HERS FEATURE SUMMARY CFI R -PRF -01 Page 2 of 8 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • High Quality Insulation Installation (QII) Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • -- None -- Domestic Hot Water System Verifications: • — None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24,' Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference. Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDVB2-yr)* 224.48 223.47 1.01 0.4% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 2270 1 2 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 First Floor Conditioned HVAC System 287 9 DHW Sys 1 First Floor (Existing) Conditioned HVAC System 1983 9 DHW Sys 1 Registration Number: 216-A0089369A-000000000-0000 Registration Date/Time: 2016-03-0809:13:26 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03022016-744 Report Generated at: 2016-03-07 09:11:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ' CF1 R-PRF=01 Project Name: Residential Building t ` Calculation Date/Tlmer09:10,�Mon, Mar 07, 2016 Page 3 of 8 Calculation. Description: Title 24 Analysis Input File Name: kiefer mit#►-addltion.xml OPAQUE SURFACES _ - 01 : _ _ -102-- _ _: _ 03 _ _ W ._ 05 _ --. • 06 07- 01 02 03 04 05 ` f 08 07 08 09 10 Name Zone - -- Construction Azimuth Orients on W Win w & Door it ss res 2) �Ar a (ft2) Tilt (deg) Status Verified Existing Condition East Wall First Floor R-13 Wall - 90 Front Cn 56:149 0 90 New N/A South Wali First Floor R-13 Wall 180 Left t 1'612 b 1 .3 90 New N/A Interior_ Surface Wall First Fioor»_Garage_ R-13 W.all1 (ft2) - 1 (x in 12) Pitch New N/A Roof 2 _ ~ First Floor _ _ _ _R-30 Roof Attic _ Condiflon X191 First Floor R-30 Roof New. N/A East Wall 2-'- ° First Floor (Existing) -First Default Wall 1992 to Pres _ 90 _ _ ` `Default _ Front -^463- u-- ' W _ r 90 Existingy No South Wall 2 Floor (Existing) _ _ Wall 1992 to Pres 180 y - Left -�6.2 '5.3 , 90 Existing - No West Wall* First Floor (Existing) 1 'Default Wali 1992 to Pres 270 ' Back } 389._ 3 ` -�Y86 90' " Existing � No North Wall.. First Floor (Existing) Default Wall 1992 to Pres 40 ,..3 Right - 465.8 X48 ' 90- Existing No Interior Surface Wall 2. Flrst +FloorDefault Wall 1992 to Pres1 _ _ �-� "�(Ezisting)» f•GaYage=� _ _ _ _ _186.8-. _-. 17.8 _ __ . _ Exisbn No _ 9-•- Roof 3 First Floor (Existing) <, 'Default Roof 1978 to -P_ -res. ` r _ ..(90� w 1983 _ Existing' No East Walla ; _Garage*' /� i EFIa0lNall'( i�Front it r�186:8 ` r w +? 90 . -Existing ,No South Walla Ill 00!4%,, - _ 90 r Existing; No North Wall 2 _,Garage_",,Iii #;' ,RmO Wall 0 Right's ° • - 225 1 4, , - 90 i Existing; No Roof _Garage—s~wr a,R-O RoofAttic"w, .cam'' '" ,' 534 >�p" •,,.n Existing -t-No.- OPAQUE SURFACES - Cathedral Ceilings _ - 01 : _ _ -102-- _ _: _ 03 _ _ _ 04.`_ ._ 05 _ --. • 06 07- - 08-- .09 - 10 - 11 .121- .•..13 .Roof � Framin _ Verified. Orientatio Area Skylight,. Roof Rise. _Roof -Roof -_ Reflectan Roof, _ g , Existing. Name Zone _ Type n (ft2) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor 'Status Condiflon - - Roof -- First Floor R-30 Roof Front -� 96 - 0 4 • '0 -" ' 0 .0- ' ' 0.1 0.85 0.1 Newt- N/A o Cathedral Registration Nufnber:-216-A0089369A-000000000.0000 Registration DateMrne: 2016-03-0809:13:26 HERS Provider: Cal6ERTSin.. CA Building Energy: Efficiency Standards -.2013 Residential_ Compliance `' :Report Ve'rsion.- CFSR-03022016-744 Report Generated at: 2016-03-07 09:11:16 -4 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:10, Mon, Mar 07, 2016 Calculation Description: Title 24 Analysis Input File Name: kiefer & smith addition.xml CF1 R -PRF -01 Page 4 of 8 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Statu s Verified Existing Condition Attic _Garage_ Attic Garage Roof Cons Ventilated 4 0.1 0.85 No No Ex9 ti No Attic First Floor Attic RoofFirst Floor Ventilated 4 0.1 0.85 Yes No New No Attic First Floor (Existing) Attic Roof First Floor (Existing) Ventilated 4 0.1 0.85 No No En9ti No WINDOWS 01, 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multipile r Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window South Wall (Left -180) Interior Surface Wall 2 17.8 1 17.3 0.34 0.25 Insect Screen (default) New N/A Window 2 South Wall 2 (Left -180) ---- 1 65.3 1 0.58 0.65 Insect Screen (default) Existing No Window 3 West Wall (Back -270)1 '((186.0 (0.58_ 0.6_5 Insect Screen (default) Existing No Window 'North Wall (Right -0) t't /= G----- I . �5 1 S '-4810 10.58 '11 0.65 1 Insect Screen (default) Existing No DOORS �� W E P C. [7 n VA n F Q 01 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition Door East Wall 20.0 0.50 New No Door 2 Interior Surface Wall 2 17.8 0.50 Existing No Registration Number: 216-A0089369A-000000000-0000 Registration Date/Time: 2016-03-08 09:13:26 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-03022016-744 Report Generated at: 2016-03-07 09:11:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD r..' CF1 R -PRF -01 Project Name: Residential Building Calculation DateMme: 09:10; Mon, Mar 07, 2016 Page 5 of 8 Calculation Description: Title 24 Analysis Input File xml OPAQUE SURFACE CONSTRUCTIONS ►� _ _ _ - _ ov � __.. _ 02 � 03 �.. .. . 04 11J 06 _ 07 _ - .�" • y Construction Name ` Surface Type j , Construction Type, - ot�,1 C@1("i`£y - - Framing Wine Design yi —" • -Assembly Layers m Inside Finish: Gypsum Board 'Cavity / Frame: no insul. /2x4' - - Cf) ~�,�q..neZ-. Exterior Finish: Wood • - . - R-0 Wall _ _ Exterior.Walls.. _ Wood Framed Wall _ — _M .2x4 @ 16 in.'O.0 _ 3 2 _Siding/sheathing/decking Ceilings.(below ' ' . ... .. _ -:^ U Inside Finish: Gypsum Board ­ R-0 Roof Attic R -0 attic) ,,r'. • * Wood Framed Ceiling, 2x4 @ 24 in: O.C. o 0. 1' i; Cavity /Frame: no insul. /2x4 . >nJ Cavity / Frame: no insul. /2x4 Top Chid — _ . ' _ 2x4 Top Chord of Roof Truss •� L '" " ` ' ' •� Roof Deck: Wood Siding/sheathing/decking " Attic Garage R_ oof Cons Attic'Roofsy� Wood'Framed Ceiling' in. O.C. n9ne Roofing: Light Roof (Asphalt Shingle) Cavity/Frame: no insult /2x4 Top Chrd - -- - - - - - 1" - - 2x4 Top Chord of Roof Truss @,2 — Roof -Deck Wood Siding/sheathing/decking - Attic RoofF_ irst Floor Attic Roofs Wood Framed_ Ceilingin. O.C. none ; _ 0.644 Roofing: Light Roof (Asphalt Shingle) ' _ 1 • "' t ' Inside Finish: Gypsum Board ` ;Cavity1Frame:R-13/2x4'�- �'�„ Exterior Finish: Wood R-13 Wall Exterior,Walls ,W ood•Framed;Wall . " 2x4-@:16 in"O:Ce l R 13 0.095 (Sidin'g/sheathing/de'cking* , .10,r - - - ---- - - Ceilings (below,- t --+i •>i` \ ;-�j ^�•_Cavity/Frame: Inside Finish: Gypsum Board R-9.1 /2x4 R-30 Roof Attic . aI X Wood Eramed Detling ���sss aaa;;;2x4 @"24 in: O.G: . - �. ,�R 30 0:032 _ _ •_OverFloorJoists: R-20.9 insul. . 4:L . _ . ; ", e—" A.J, V_ 1. L.J. ;,, `; Inside Finish: Gypsum Board r Cavity/ Frame: R -13/2x4 R-13 Walll Interior Walls _ Wood Framed Wall - 2x4 @ 16 in. O.C.' - ' R 13 0.092 • -Other Side Finish: Gypsum Board ' Inside Finish: Gypsum Board _ Cavity/Frame: R -30/2x12 _ Roof Deck: Wood Siding/sheathing/decking R-30 Roof Cathedra( Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 Roofing: 5 PSF (Normal Gravel) Cavity % Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - - Roof Deck: Wood Siding/sheathing/decking Attic RoofFirst Floor (Existing) Attic Roofs Wood Framed Ceiling - in. O.C.'.none ' 0.644 ` 'Roofing: Light Roof (Asphalt Shingle) Inside Finish: Gypsum Board Cavity/Frame: R -13/2x4 - - -- Exterior Finish: Wood ` Default,Wall 1992 to Pres Exterior Walls Wood Framed Wall — 2x4 @ 16 in. O.C. R 13 +0.095 Siding%sheathing/decking `-Inside Finish. Gypsum Board — _ Ceilings (below _._ _ . . _ _ ._ _ — Cavity/Frame: R-9.1 /2x4 Default Roof 1978 to Pres attic) Wood Framed Ceiling 2.4 Q 16 in. O:C. R 19 0.049 Over Floor Joists: R-9.9 insul. t Registration Number:. 216-A0089369A.000000000.0000 Registration Date/Time: ;• 2016-03-0809:13:26, HERS Provider: CaICERTS Inc: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03022016-744 Report Generated at: 2016-03-07.09:11:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:10, Mon, Mar 07, 2016 Calculation Description: Title 24 Analysis Input File Name: kiefer & smith addition.xml CF1 R -PRF -01 Page 6 of 8 SLAB FLOORS 01 02 03 04 05 • Inside Finish: Gypsum Board 07 08 09 Name Zone Area (W) • Cavity/Frame: R -13/2x4 Default Wall 1992 to Pres1 Interior Walls Wood Framed Wall 2x4 Q 16 in. O.C. R 13 0.092 Other Side Finish: Gypsum Board SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (W) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab First Floor 287 31.98 None 0.8 No New No Slab 2 First Floor (Existing) 1983 162.66 None 0.8 No I Existing No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required --- WATER HEATING SYSTEMS 01 02 03 -04, 05 06 07 08 Name System Type .,` Distribution Type "t V Watef Heater _ Number of .'Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Storage 50 0.575 EF 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a Registration Number: 216-Ao089369A-000000000-0000 Registration Date/Time: 2016-03-08 09:13:26 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03022016-744 Report Generated at: 2016-03-07 09:11:16 CERTIFICATE, OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD,. z Project Name: Residential Building .. ex! Calculation Date/Time: 09:10, Mon, Mar 07, 2016 Calculation Description: Title 24 Analysis Input File Name: kiefer & smith addition.xml 111 CF1 R -PRF -01 Pagel of 8 SPACE CONDITIONING SYSTEMS 01 02 .03 y , 04 05 , a Heating :D Cooling 07 08 09 ' Heat Pump System 1 SplitHeatPunip' Central split heat j Heating System Cooling System 0Lj 0 pump Verified Existing,, HERS Namer r Type DucYLeakage _! (value Dis ributio�F L o r Area Condition Verified Existing Name System Type Name Ducted Name Ducted S stem° 4 S rved Status Condition HVAC Systeml Heat Pump Heating Heat Pump Yes Heat Pump Yes Air Dist b 'orpL1 . C(F-an 7 m 2 70 New No and Cooling System System 1 System 1 Sy tee ►— I .- oro LL. rL I I HVAC - HEATING SYSTEMS: Heat Pumps t �� CL ccz 01 _--L _ _ 02 _ - 03 04 J 0 _ 06 07 _ _ 0411 .1f ...jL05 i ►r - - �:O6w Heating :D Cooling - . Name Type HSPF/COP 0 • Cap 47 � CO Cap 17 CS SEER EER ' Heat Pump System 1 SplitHeatPunip' Central split heat j 8.5 i.. 60000 +--49500 16 12.2 - }. pump Verified Existing,, HERS Namer r .. .. _ • �... ..- ' * ter... . HVAC- DISTRIBUTION SYSTEMS 4=* Y- " - - 01. __ _. 02 ,/"�03_ 0411 .1f ...jL05 i ►r - - �:O6w 071. 7 . T_.08�� 09... IACIVentRpt 0 Default - ! k �Irisulation Supply Duci4 : Return.Duct . - }. a Verified Existing,, HERS Namer r Type DucYLeakage _! (value Locat�lon Location� Bypass Duct Status Condition Verification Air Distribution " t - Ducts located in attic _ Existing4(not 'C:- " .. 6 0. - _. Jr-, CA *++F 'V`' '� Attic .' Attic _ '� W_ -!.!X' None t Existing � t No N/A System 1 specified) _ . HVAC: FAN.. SYSTEMS & HERS VERIFICATION `. • ' c-' 'x 't ' •� 01 - 02 eJ` 4•: 03 04 r' Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan ; J 0.58 Required IAO (Indoor Air Quality) FANS' 01 02 ,, . 03 04 05 _ - ,, � . �. -• Name � - - - - - - IAt] CFM -' ---- ` � _ ; --IAO Fari Type - `-' IAO Recovery Effectiveness(°k) """`HERS Verification cation IACIVentRpt 0 Default 0 Not Required Registration Number: 216-A0089369A-000000000-0000 Registration DateMme:.._; . 2016-03-08 09:13:26 r HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance _ Report Version - CF1R-03022016-744 Report Generated at: 2016-03-07 09:11:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datefrime: 09:10, Mon, Mar 07, 2016 Calculation Description: Title 24 Analysis Input File Name: kiefer & smith addition.xml CF1 R -PRF -01 Page 8of8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Mario Bertacco Company: Signature Date: NRG Compliance, Inc 2016-03-08 09:13:06 Address: CEA/HERS Certification Identification (If applicable): po box 3777 City/State/Lip: Phone: Santa Rosa, CA 95402 707-237-6957 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:1 Responsible Designer Signature:1 ��I,Diari.�Mccik% William Smith t�11� ,t�- I i y i �t I r�J n I Company: ` 1 � i E R S P y �"� Date Signed: � R 6-%�' William C Smith 6-03 08 09:13:26 Address: License: 61633 Toro Canyon Way na City/State/Zip: Phone: La Quinta, CA 92253 925-577-0606 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-A0089369A-000000000-0000 Registration Date/Time: 2016-03-0809:13:26 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03022016-744 Report Generated at: 2016-03-07 09:11:16 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Kiefer & Smith .. - . w - 'Building Type m Single Family"❑ Addition Alone -. - _ ❑ Multi Family .10 Existing+ Addition%Alteration _ Date 3/7/2016 Project Address _ 61633 Toro Canyon Way La Quinta Califomia Energy Climate Zone CA Climate Zone .15 I Total Cond. Floor Area 2, 270 Addition 287 +' # of Units 1 INSULATION Construction Type Area Cavity (ft), . Special Features Status Wall Wood Framed R13 251 New Door Opaque Door - no insulation 20 New Roof Wood Framed Attic R 30 191 New Slab Unheated Slab-on-Grade - no insulation 287 Perim = 32' New Roof Wood Framed Rafter R 30 96 New Wall Wood Framed R 13 1,531 +• ' Existing Roof Wood Framed Attic R 19 1,983' Existing Slab Unheated Slab-on-Grade no insulation 1,983 Perim = 163' Existing, FENESTRATION Total Area: 317FGlazing Percenta 6e: 13.9 New/Altered Average U-Factor. Orientation Area(ft). U-Fac SHGC Overhang Sidefins Exterior Shades _, 0.34 Status Left (S) 17.3 0.340 0.25 none none Bug Screen New Left (S) 65.3 0.580 0.65 none none Bug Screen Existing Rear (lM 186.0 0.580 0.65 none t none Bug Screen Existing Right (N) 48.0 0.580 0.65 none none Bug Screen Existing r , R HVAC SYSTEMS _ _ Qty. HeatingMin. Eff _ _ _ ` ' - Cooling Min. E16;'ji most Y 'lf 1 Split Heat Pump 8.50 HSPF Split Heat Pump 16.0 S ERIBUI het ac e . A` .r•. (�, 'O' ` ;QR HVAC DISTRIBUTION Location Heating `' Duct Co6fing Duct Location, HVAC System Ducted Ducted Attic- 6.0 Existing WATER HEATING Qty. Type Gallons `Min. Eff :Distribution Status EnemvPro 6.7 by EnemySoft User Number: 5581. RunCode: 2016-03-07T09:11:43 ID: 030716 Pae 11 of 16 r 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: § l 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-1 l 1 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110 8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF 1 R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFl R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)l: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class 1.1 §150.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(8)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8(g). 150.0 (q) Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)] B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §I 10.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §t 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). §150.00)IA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.00)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § I50.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §I50.00)2C: Pipe for cooling system lines shall be insulated as specified in §150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § I50.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coat ng that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § I50.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class 11 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher thanthe base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m) l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § I50.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an is e s e cts hall be §I50.0(m)11: sealed and duct leakage tested, as confirmed through field verification and dia tie s mt i a. h i en Residential Appendix RA3. �t §150.0(m)12: Mechanical systems that supply air to an occupiable space throughuc rrk x e 0 fee ugh a th al ' conditioning component, except evaporative coolers, shall be provi ed aj fJ"c&thdt m t ments o §150.0(m)12. V Space conditioning systems that utilize forced air ducts to supply coo ing to anoc -esh& r the placement of a static pressure probe (HSPP), or a permanently install d static p s°1�P ih'ihe supply plenum. e = §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM er ton o . Pooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confi d by field verification and dtggnostic test' n� accordance with Reference Residential Appendix RA3. B Zonally controlled central forced air cooling systems shall be capable o s' oj( a ive ' very zonal control mode, 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to d > 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/ as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(o): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary §I 10.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)]A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §I50.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. § 150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §I50.0(k)IC: §I30.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k)1 E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §1 50.0(k)IF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). §150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § I50.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § I50.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §I50.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it § I50.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5• and all other requirements in § 150.0(k)2. § 150.0(k)21: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §I50.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § I50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary DATE- a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically tum the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §I50.0(k)9B: following requirements: i. Shall comply with §I50.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §1 50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). §I50.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in §110.9, §130.0, §130.1, §130.4, 140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor.area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10(b) through §1 10.10 e . § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and -a -pathway tin of conduit from the solar zone to the point of interconnection with the electrical service (for-sirtgle family reside6&c ,t e t o interconnection will be the main service panel); a pathway for r i o plumbing from the solar:zone to akr-h ting system. 1 §110.10(d): A copy of the construction documents or a comparable documen in ' a in,gt}� e�VNformation from`§ ;10,10,,f�through 110.10(c) shall be provided to the occupant. UIL-v §I 10.10(e)1: The main electrical service panel shall have a minimum busbar r ing of 20 rem §I 10.10(e)2: future solar electric installation. The reserved space shall be: posit ned at e�pposite (load) end from thon or The main electrical service panel shall have a reserved space to al w fort n lmlktion-of ald'ouble pole5�� main circuit location, and ermanentl marked as "ForFuture Sol Electric". nv DATE- HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Kiefer & Smith Date 3/7/2016 System Name HVAC System Floor Area 2,270 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,950 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 60,000 37,361 2,555 749 28,662 Total Output Btuh 60,000 0 Output Btuh/s ft 26.4 2,550 1,274 CoolingSystem 0 Output per System 60,000 0 0 0 Total Output Btuh 60,000 A2,5500 2,555 0 Total Output Tons 5.0 1,274 Total Output Btuh/s ft 26.4 Total Output s ft/Ton 454.0 42,460 31,210 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Ducted Central Heat Pump 51,445 0 37,474 Airflow cfmis 0.00 Airflow cfmrron 0.0 Total Adjusted System Output 51,445 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 37,474 Aug 3 PM Jan 1 AM Outside Air % 0.0% Outside Air cfmisgft 0.00 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 67 OF 67 OF 105 OF -i Heating Coil 4 A 104 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 77 163 OF 77/63°F 55/54°F Cooling Coil 57 / 55 OF 48.5% ROOM 75 / 62 OF EnergyPro 6.7 by EnergySoR User Number: 5581 RunCode: 2016-03-07709:11:43 /D: 030716 Page 16 of 16 SPECIFICATIONS. AND, PROJECT, DETAILS v'4 al 1T STREET ADDRESS: 61633 TORO CANYON WAY TRACT. 30023-1-1. Gi 1.4- 1.1 l.LA,,,0UINTA­CA 92251--( lkloi- _'i: ,':.APN:764-Z40-7032,' DESCRIPTION: ADDITION REMODEL °OWNER: BILL SMITH L7 PREPARER: BILLS :_1 i c. it -k,), r. ,r -qt ;Yxll SIGNATURE tj 4N4 4'lj' -TJ jsv. '.ot?e c. r 4 MAP OF VICINITY: I Tv0c: j T 0 LA QUIN IA F 7LA QUIN UIDING & SAFETY DEPT VE VED U U CTIO N CTION 6 B B :anyon Way .11 -1 0 j Li I /A BUILDING & SAFVEEETY DEPT APRRO J 1CONSTRUCTION-FOR, DATE �-t { � � J � t , z r _j rirrI4 t A: .Rustic Canyon D, Rustic Canyon Dr r Specification & Project Details General P I V 1. This project is located at 61633 Toro Canyon Way, La Quinta, California 92253; Tract 30023-7, Lot 122; APN 764-540-032. 2. All construction shall comply with the 2013 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code. 3. There are two major comments to this project: A. Enclose Courtyard between Casita and House • New footings and slab tied to existing • Incorporate new roof into existing 4:12 at house & casita • Install flat Roof over entry to accommodate HVAC • Install new electrical sub -panel to service addition, casita, and golf cart garage B. Add golf cart garage • New footings, stem walls, and slab tied to existing • Incorporate new roof into existing 4:12 at casita • Add two Windows to existing casita 2of10 C 1 i Specification-& Project Details Precise Site Plan & Zoning 1. This project Js in an -,area zoned, as. Medium, High, Density Residential, (R 2. The total lot area for this project is 6,423 square fleet. W, 3. The existing structure -plus the proposed addition will cove'r3,074 square, feet, including:covered patio area: 3074/6423 (See Sheet Area Calculations) :y 4. Structural coverage of the lot,wi,ll.be48% at,the completion of the"project Architectural - 1. Wood sheathing and wall framing on the exterior of a building shall have a clearance of�at least 6 inches measured vertically from,the ground or more than 2 inches measured, vertically from concrete steps; porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather. 2. All exterior walls shall be a three -coat cement plaster stucco (Omega Super Cement or better) A. 3/8 in scratch coat ; p B. 3/8 in brown coat C. 1/8 in finish texture and color to match existing (Omega 7820) 3. A 26 -gauge galvanized weep screed, placed at or below the foundation plate. line shalLbe provided 'at a minimum of 4" above the earth or 2" above paved areas. 4. Roof assembly shall have a class " A " fire rating: A. Flashing to be 26 gauge. galvanized minimum painted to match existing:: B. Concrete Roofing Tile to Match; Eagle 3680 (Capistrano) Interlocking (ICC'ESR 19'00): C. Two layers of underlayment applied as follows: 1. Starting at the eave, a 19 -inch strip of underlayment shall be applied parallel with the eave and fastened sufficiently in place. 2. Starting at the eave, 36 -inch -wide strips of underlayment felt,shall be applied, over -lapping successive sheets 19 inches, and fastened sufficientlyIn place. 3. Attache with corrosion -resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches on center. D. Nails shall be corrosion resistant and not less than 11 gage, 5/16 -inch head, of sufficient length to penetrate the deck a minimum of 3/4 inch or through the thickness of the deck, whichever is less. E. Attachment shall be in accordance with the manufacturer's Inst I.lat'on instructions with a minimum of one fastener per tile. CITY Or LA QUID TA 5. All Glazing shall conform to CPSC 16 CFR 1201 Type Il. BUILDING &SAFETY DEPT, APPROVED FOR CONSTRUCTION DATE�_gY 3 i of.. 10 Specification & Project Details Mechanical 1. All HVAC equipment shall be approved prior to installation by nationally recognized standards and evidenced by the listing and label of an approved agency. 2. Each HVAC unit shall be permanently labeled to indicate the area or space served by the unit. 3. Each HVAC unit shall have a disconnect adjacent to and in sight of the unit. 4. Required working clearances, 30w x 36d, to disconnect shall be maintained. (See Sheet MEP -2) 5. Appliances designed to be fixed in position shall be securely fastened in place. 6. A receptacle for service and maintenance shall be placed within 25 feet of, and on the same level as, the HVAC equipment. 7. HVAC Specifications: A. Heat Pump (Carrier 25VNA8 or better) 1. 18 SEER 2. 12.5 EER 3. 11 HSPS 4. Variable Speed Compressor 5. R-41 OA Refrigerant 6. Existing House Replacement, 3 -Ton Capacity 7. Addition Unit, 2 -Ton Capacity 8. Weight not to exceed 200 lbs B. Forced Air Units (Carrier FE4 or better) 1. Variable Speed ECM Blower 2. Minimum Airflow of 350 CFM per Ton 4 of 10 I Specification '&,Project Details . . Electrical 1. The existing structure has a 200 -AMP panel located on, the North'ezterior�wall`of•the, garage.• , Vii ,fx1, G.,0- 2. Specify grounding.,electrode., I Jug •r li° t ;� t �.r�, ����t r,t ..p t,, i;>>: �, ;t +; : ,;.r. �t: -• ;�;;,,;i;,; 3. Bond,grounding electrodeito metal; gas; and'water,piping'" .Ism : ,, a ,a ;:�i; .; ��''A . 4. 'Aluminum:conductors are, permitted- only; if size`1/0: or•larger,.ian&6nly to feed main panel: All other:current carrying conductors shall be, copper- '., 7" )PA c•,•,Uejh 5. At least two 20 -ampere small appliance branch circuits shall be provided to serve all wall, floor, and countertop receptacles in kitchen, pantry, breakfast room, dining room, or, similar area. Such"circuits,shalI fl, have no other outlets. , 6:,t At,least-one-20=ampere branch circuit shall,be provided;to serve laundry'appliances. Such circuit(s),shall,t•i• have no,other, outlets...;, t -q; ,t :�,; h �, : , _ t r l.r.•f . ,��� '.r'� u1. i��1A I3' t ;; lU. �. ; l 7 ,3 „I f V. h i, L.. t:�� )„ F.f'T1"'y , • ..; 7.. At least one 20 -ampere branch circuit shall be provided to serve bathroom receptacles-.., Such circuit(s): shall have no other outlets. 8. A11120-volt,single phase,15- and,20-ampere branch circuits supplying outlets installed in�dwellingfunit=.;;(We family rooms, dining,rooms, living rooms, parlors, libraries, dens, bed rooms"sunrooms,,recreation'rooms, closets, hallways, or similar rooms or areas shall be protected by an listed are- fault circuit interrupter;, combination type, installed to provide protection of the branch circuit. 9. 'Load Calculations:c Floor Area sq. ft. �(includinq addition) 2.225 General Load 12,000 2,225 sq. ft. @ 3 VA 6,675 Two 20-A small appliance circuits' 3,000 Laundry circuit 1,500 Two ovens 8,000 Microwave 1,500 Dishwasher 1,200 Dryer 5,000 Total Generaltoad,r,,, NrIE.,J ti; 3C+:IR:: 'r+ 26,87'6%0,,'� a HVAC 4 -ton AC .. 6,000 2.5 -ton Heat Pump 6,000',• Total HVAC 12,000 Service Load Calculation , General Load First 10kVA at 100% 10,000 General Load remainder (16.875) at 40% 6,750 " HVAC ;. 12,000 Calculated Load for Service 28,750 KVA Service Rating (i8,750 -- 240 AMP Floor Area sq. ft. (including addition) 2.225 , Feeder. Neutral Load Calculation Neutral General Load-,.. 2,225 sq, ft, @ 3 VA 6,675 a,i, )VI Three 20-A circuits 4,500 Subtotal Neutral General Load 11,175 a'elwil"T"tI?j,: 42f.0ifsH'1 1: Feeder Neutral Load I�First, 31000"VA'above @ 009/6, C. 01' ;1 Remainder of above, @,35'/0 ;r y ..j,., s ,2,8611 ,. , Two ovens @ 70% ! 5,600 Microwave @ 70% +_ t�z1,050 t f Dryer@ 70% u" • ti , 3,5000 • i:.;ti , � : n�...- Syu 1. a . • { ��� . Dishwash r �1, °° ' Total Feed r al L I �KVA BUILDING & SAFETY„pEPT'-, Calculat Load f�kl��eua 7e)1�940Ir•r`72 :AMP' ,C FOR CONSTRUCTION' DATE - Bg r - Specification & Project Details Plumbing 1. No interior fixtures are anticipated for this project. 2. Two 3 -inch roof drains shall be installed at the low points of the flat roof. The Horizontal Projected Roof Area that must be drained is 687 square feet. (See Area Calculations Sheet) 'Per CPC table 11-1, a 2" leader, drain, or pipe is sufficient for drain 1,088 square feet with rainfall at a rate of 2" per hour. 3. A 3" x 32" scupper shall be installed 2" above flat roof level to provide emergency drainage. Energy Efficiency The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • High Quality Insulation Installation (Oil) • Cooling System Verifications: • MinimumAirflow • VerifiedEER • Verified SEER • FenEfficacyWatts/CFM • HVAC Distribution System Verifications: — None — • Domestic Hot Water System Verifications: — None — Conventional Light -Frame Construction This project is proposed to meet the requirements of CRC §R602 for Conventional Light -Frame Construction. The following structural design information has been employed: • Floor Live Load: 40 psf • Roof Live Load: 20 psf • Wind Speed: 85 mph (3 -second gust) • Wind Exposure: C • Seismic Design Category: D • Site Class: D 6 of 10 -Spocifitation Y& `Project- Detai is Framing 1. All headers Weyerhaeuser 31/2" x 5 1/21ME•Microllam® LVL or better•unless otherwise specified -- 2: All studs; trimmers,{blocking, etc. 2'1x'4'_,(nominal) Weyerhaeuser Premium GbF (Douglas Fi�)`o'r better.- -3. etter. 3. All exterior and -bearing walis,shall have, double.topplates.with splice.joints of at - east 24".- 4. All sole plates shall be pressure treated `A•II exterioc_and bearing walls shall have"double-sole plates with 1 splice joints of at least 24`'_,t � . � _ - � • � ` �. _ _ _ Via' 5. All wall studs, unless otherwise specified shall be 2"x4" nominal, 16" on center, 9 ft. high. 6. All sheathing to be 7/16" OSB with radiant barrier or'better.' �i..,nu •},." .,.` `. �• �. 1� i� #� �' r "moi ri+�): �•'r''s7 SR, � 7. All ridge beams,� shall•be'2 x 8 nominal W&yerhaeuser`Premiurri GDF (Douglas� Fir) or better.. { 8. All. rafters shall.be 2.x 6_.nommal.Weyerhaeuser Premium GDF-(Douglas•Fir) or -better.---- 9. Rafter attachment t6 -ridge beam shall be with Simpson !LRU26Z or better; -1 Od`'1=1 d r'SD10 x"1-1 /2 m ! �y fasteners per_anufacturer`specification. 10. Rafter attachment to top sole shall be with Simpson H10A-2 or betterol OdJ-,1/2 or.SD9�x 4z1/2 fasteners per manufacturer specificatiorfi 1 l ;.. t. �1 . .•+� .�•If "7" 11. All fasters shall.c..onforM'to.the following, unless otherwise.specified:,. t J t .i.. �' Ci` F.1'. %' �.. 4 . t +.i''� : z?:L� `,i+.,', f�:f, • L� '! , a �r,-.�• ._ew ...—_r .....-+...... .rn-.,n _y._. .._ 1.._r-.ir .rr_w.w __•.. _.�v +w .Y..._-+nw. _._. !. .s. ....r _� ..•_j., +r •_ �I.wMs.t t / `; ,r 4• ! ♦i�, r j Mia;.'c1't1 a:}..Ly '.l ;T,' :i•!'Z "3C' + wli r .i j� FASTENER SCHEDULE - STRUCTURAL ROOF 'MEMBERS1 ' •''" �' '"�_ Item Description of Building Elements Number and Type of Spacing of Fasteners'. Fasteners 1 Blocking between joists or rafters to top plate, 3-8d (2 1/2" x 0.113") , toe nail' ­ 2 2 Ceiling joists to plate, toe'nail"(1 r ?' ' 3.8d'(2 1/2"x 0.113") — 3 Ceiling joists not attached to parallel -rafter," 31 Od i ' frs F1 ?r; ' - .4 • :3i.';� .i >( r'! '1 '..' laps over partitions, face nail 4 Collar tie rafter, face nail or` 11/4" x 20 3-1 Od (3" x 0.128") gage ridge strap 5 Rafter to plate, toe nail %t . 2-16d (3 1/2" x0.135") — 6 Roof, rafters to ridge, valle ;or hi rafters: -.4 g y p "` ti'=� �, 01 Y 'F `LAIG I1"A toe nail �. 1t, 4=16d (3 1/ " x,Qf1,@i5j SAFETY DEPT face nail-,�-- --�- - - t3 -16d (3 1 / " x 0:1 5" . al a,. v From CRC TABLE 13602.3 1) FOR CONSTRUCTION 17 of40 ' Specification & Project Details FASTENER SCHEDULE - WALL STRUCTURAL MEMBERS Item Description of Building Elements Number and Type of Fasteners Spacing of Fasteners 7 Built-up corner studs 10d (3" x 0.128") 24" o.c. 8 Abutting studs at intersecting wall comers, face nail 16d (3 1 /2" x 0.135") 12" o.c. 9 Built-up header, two pieces with 1/2" spacer 16d (3 1/2" x 0.135") 16" o.c. along each edge 10 Continued header, two pieces 16d (3 1 /2" x 0.135") 16" o.c. along each edge 11 Continuous header to stud, toe mail 4-8d (2 1/2" x 0.113") — 12 Double studs, face nail 10d (3" x 0.128") 24" o.c. 13 Double top plates, face nail 10d (3" x 0.128") 24" o.c. 14 Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8-16d (31/2"x 0.135") — 15 Sole plate to joist or blocking, face nail 16d (3 1/2" x 0.135") 16" o.c. 16 Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2" x 0.135") 16" o.c. 17 Stud to sole plate, toe nail 3-8d (2 1/2" x 0.113") 2-16d 3 1/2" x 0.135") — 18 Top or sole plate to stud, end nail 2-16d (3 1/2" x 0.135") — 19 Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") — 20 1 " brace to each stud and plate, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" — 21 1" x 6" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" — 22 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 3 staples 13/4" — 23 Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2 1/2" x 0.113") 4 staples 13/4" — From CRC TABLE R602.3(1) 8of10 r t Specification "& 'Project, Details FASTENER SCHEDULE - STRUCTURAL MEMBERS i Item Description of Building Number and Type of Fasteners Spacing of Fasteners,, i. Materials Wood structural panels, subfloor, rooffinterior wall sheathing, and Edges Tield' particleboard to wall sheathing'and framing 32 3/8" - 1/2" 6d common (2" x 0. 113 ") nail 6" 12" fiberboard sheating , '-'- - ' ' (subfloor, wall ' ' - ,, 8d common (2 1/2" x 0.131") nail (roof) •h} t. a tr' i n : T�,-t.,. , '•.( .."tir,P. * wr .3S:.2y 33 19/32" - 1" 3-8d (2 1/2"x 0.113")6" 3" 12" 34, 1 1/8" - 1 1/4" 10d common (3" x 0.148 If) nail 6"1211 ,�}`-:•tip" xy f or8d(21/"x.0.131")deformed ..�h, ,.� nail i F .. :, ; 37 i/2" gypsum sheathing `''I ' 1 1/2" galvanized roofing nail,'' 7' 3`" ` J 7'-' From CRC TABLE R602.3(1) • 4a`', i '}. ri '. 1 i'ar• i r' it °.F +'r .•'--{'�t ,� ��. r Fasteners Spacing of f=asteners Edges Field FASTENER SCHEDULE -STRUCTURAL MEMBERS -1 Item Description of Building Number and Type of F Materials Other wall sheathing ' 35 1/2" structural cellulosic 1 1.3%4"..galVanized roofing nail, ? 3"~ 6" fiberboard sheating , '-'- - ' ' 7/16" crown or 1 "'crown staple t 16 ga, 1 1 /2" long,,.,. •h} t. a tr' i n : T�,-t.,. , '•.( .."tir,P. * wr .3S:.2y 36 25/32" structural cellulostinc 1 1/2" galvanized roofing nail,- 3" 6 J. fiberboard cheating. ' :'✓.' " ; 7/16 crow_ nor 1" crown'staple w,' ;: {., +• -f ', xy f 16 ga .1' 1 /4." long- , } • 37 i/2" gypsum sheathing `''I ' 1 1/2" galvanized roofing nail,'' 7' 3`" ` J 7'-' staple galvanized, 1 1/2" long; 1, 5/8" screws Type W or "S } � 4v 38 5/8" gypsum sheathing s mylLA ,13/4",galvanized roofing nail;B lI.- ' . SING"&'SAF TA ' staple galvarnzed,"1"5/8" 1 ng; Ty pEPT 1 5/8" screws Type W or S =„ PPR O y From CRC TABLE R602.3(1) vJ ION BY "I 9of10 ' , f 1 r , r C e Specification & Project Details Miscellaneous Attachment A - HOA Approval Trilogy at La Quinta 60-750 Trilogy Pkwy La Quinta, CA 92253 Ph: 760-777-6059 Fax: 760-777-1620 January 14, 2016 William Smith / Lorin J Kiefer 61633 Toro Canyon Way La Quinta CA 92253 USA RE: Design Review Modification Conditionally Approved 61633 Toro Canyon Way / Customer ID #: TRLAQ-0909-01 Dear William Smith / Lorin J Kiefer We are pleased to Inform you that your plans for - Installation of a golf cart garage - A room addition - A/C unit relocation - A wine cellar and additional solar panel installation Received on December 28, 2015, have been approved by the I conditions: 1, 2, 6, 7, 10, 12, 20, 21 and 22. Owner's initial d Trilogy Trilogy at La Quiota Mafatea}eceAssociatioa Review Committee with the following Please note: Any damages caused by contractors due to construction must be repaired; all Irrigation and landscape shall be restored to the original condition. This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure ------compliance-with-building codes, or other local or state laws. Please be advised that this approval does not -relieve you from obtaining any necessary building permits from the governmental agencies Involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Sincerely, For the Design Review Committee, Mirna Aceves Asst Manager On -Site Property Enclosures cc: Board of Directors Design Review Committee