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12-1253 (SFD).ice P.O. BOX 1504 4 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT �Applic� a`tion Number: 12-00001253 Property Address: 7834-0—BIRKDALE CT APN: 770-280-008- - - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 572557 ADDlicant: Architect or Engineer: at►l- --------------------------------------------------- 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: ��B License No.: 762889 Date: 1/Yontractor: �&� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code:. Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s)l licensed pursuant to the Contractors' State License Law.). I—) 1 am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIIT Date: 1/07/13 Owner: LARSEN, TERRENCE D° Contractor: FEDDERLY & ASSOCIATES N 1/� A! O �013 38747 NOPALES ROAD ,J1� PALM DESERT, CA 92211 (760) 773-5205 CITY O1; AQUINTA Lic. No.: 762889 91NANCF7epr ------------------------------------- - --------- 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 maintainworkers' 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 EVEREST INS Policy Number 760000440081 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 th bor Code, I shall forthwith co with those provisions. ate: PPlicant: ✓`�� 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 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 160 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 thi�o/T4/Zgnature�unnttyttoenter upo a above-mentioned propert frinspection pur ses. /ate: (Applicant or Agent): Application Number . . . . . 12-00001253 Permit . . . BUILDING PERMIT Additional desc . . FEE 1.00 9.0000 Permit Fee . . . . 2258.50 Plan Check Fee 1468.03 Issue Date . . . . EA Valuation . . . . 572557 Expiration Date . . 7/06/13 EA MECH Qty Unit Charge Per 16.5000 Extension MECH BASE FEE 2039.50 73.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG 500,001-1,000,000 219.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 283.21 Plan Check Fee 70.80 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/06/13 Qty Unit Charge Per Extension BASE FEE 15.00 6438.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 225.33 1394.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 27.88 1.00 15.0000 -------------------------------------------------=-------------------------- EA ELEC TEMPORARY POWER POLE. 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date .. 7/06/13 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . . Permit,Fee . . . . 214.50 Issue Date . . . . Expiration Date . . 7/06/13 Qty Unit Charge Per Plan Check Fee . . Valuation . . . . LQPERMIT 53.63 0 Extension 15.00 9.00 44.00 9.00 66.00 65.00 BASE FEE 1.00 9.0000 EA MECH FURNACE <=100K 4.00 11.0000 EA MECH FURNACE >100K 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 4.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 10.00 6.5000 EA MECH VENT FAN LQPERMIT 53.63 0 Extension 15.00 9.00 44.00 9.00 66.00 65.00 c _1 LQPERMIT Application Number . . . . . 12-00001253 Permit . . . . . . MECHANICAL Qty Unit Charge Per Extension 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ----------------------------------------------------------------------------- Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . PLUMBING 345.75 Plan Check Fee . . 186.44 Valuation . . . . 0 7/06/13 Qty Unit Charge Per Extension BASE FEE 15.00 28.00 6.0000 EA PLB FIXTURE 168.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 14.00 6.0000 EA PLB ROOF DRAIN 84.00 3..00 7.5000 EA PLB WATER HEATER/VENT 22.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 19.00 .7500 EA PLB GAS PIPE >=5 14.25 1.00 15.0000 EA PLB GAS METER '15.00 ----------------------------------------------------------------=----------- Special Notes and Comments 6438 SF. SFD (INCLUDES 432 SF GUESTHOUSE).TYPE V -B CONSTRUCTION W/ FIRE SPRINKLERS. R-3 OCCUPANCY. 2010 CODES. 2008 DIF. ENGINEER: REZA ASGHAPOUR C67613 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES=RES 931.39 BLDG STDS ADMIN (SB1473) 23.00 DIF COMMUNITY CENTERS -RES 104.00 DIF CIVIC CENTER - RES 1089.00 ENERGY REVIEW FEE 146.80 DIF FIRE PROTECTION -RES 612.00 HOURLY PLAN CHECK 770.00 DIF LIBRARIES - RES 334.00 MULTI -SPECIES (MSHCP) FEE 1254.00 DIF PARK MAINT FAC - RES 51.00 DIF PARKS/REC - RES 1773.00 STRONG MOTION (SMI) - RES 57.26 DIF STREET MAINT FAC -RES 158.00 DIF TRANSPORTATION .- RES 3592.00 Fee summary Charged ----------------- Paid Credited ---------- Due ------------------------------ Permit Fee Total 3116.96 .00 .00 3116.96 Application Number Plan Check Total Other Fee Total Grand Total LQPERMIT . . . . . 12-00001253 1678.90 1000.00 .00 678.90 10895.45 .00 .00 10895.45 15691.31 1000.00 .00 14691.31 CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: iy / IU / 17-- Developer: Tract No.:;11 Tract Name: Lot No.(s): "18 Address(s)-%'W 0 21-c 4(i-- oy/ . L1. Q vi Ylf-A Phone Number: (-110) The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❖ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❖ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❖ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://mvw.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). PMMIA findings, the above project may be released for building permit issuance. OCT 2 2 2012 This section completed by City staff. PUBLIC WORKS Recommended by: Date: , / t 3 / (�__ Development Services Public Works Distribution: ( ) Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms 8 ApplicationslGREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc December 11, 2012 Mr. and Mrs. Terry Larsen RE: Larsen/Lot 78, Tract 28470-4 at 783,10 Birkdale Court Finai Construction Document Submittal #2 Dear Mr. and Ivirs. Larsen; The "Tradition Architectural Design. Review Committee (ADRC) reviewed and approved the Final Construction Documents for your home on Birk -dale Court subject to the following stipulations addressed prior to your request for Sttloi ack Observation: L There were two address signs proposed (one on the mailbox and one 'on the house). The preference is to have the address numbers on the mailbox with an external light illum.inatin, the numbers. 2. There is ars. outdoor shower proposed in the right side yard wllicil must be fully screened fro►..,. view, inclul►.n.g dxture 5, It is :ii. f nested itlat a header be used to separate tilt neig'hbor's existing grass from the proposed shrub bed. Please contact Brook. Marshall at ('760) 219-8037 or by email at Brook(c )dcar.com wid-1 any q;lestic lls- or TO selhedule your Pre -Construction Meeting at the lot once aBuilding Permit has been obtained, Sincerely, Tradition ,,f.rcititec°tural .!).,sign Review Committee GC ADRC File Bm`# Qty of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: -1 jb�0 Owner's Name: A.P.Number: lCity, Address: Legal Description: 51 nele 1"/ ST, Zip: Contractor: Telephone: � Address: 519 Project Description: City, ST, Zip: At V✓1 Se-y+ New YkqC Yo( iY Telephone: -JW-qJ1y-G State Lic. # U City Lie. (4) (S,) Wyl� S Arch., Engr., besigner-f Address: 5g-741 QvpAk-rdA-eA City, ST, Zip: �A CA— Telephone:—J Q 0 - -1 -7 ...... State Lic. #: I . . . . . . . . . . . . . . . . ..4-4 ............... .... ........... ri Type: Occupan4cy: Project type (circle one):(NewD Add'n Alter Repair Demo Name of Contact Person: Dewlss-e Sq. Ft.: (P #Stories: 1 # Units: Telephone # of Contact Person: -ICZ —1 Estimated Value of Project+,) 5JGJ?6D,— APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req1d Rec'd TRACKING PERMIT FEES Plan Sets a Plan Check submitted 1%19 Item Amount Structural CaIcs. Reviewed, ready for corrections� Plan Check Deposit Truss CaIcs. Called Contact Person lz,�tftL. it Plan Check Balance. Tide 24 Calcs. a Plans picked up Construction I Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted ,Vg n Gfp— IN HOUSE:- Review, ready for corrections/issue D pe Planning Approval Called Contact Person A, OCT 2 2', 117 Pub. Wks. Appr Date of permit issue School Fees L----L1N_ANcE 6i PT. fbIr- c"PtRe Total Permit Fees /4pi-o. ope, 6XPAA-"C� I 13 Date 1/9/13 No. 31519 Owner Terrence & Carolyn Larson Address 27333 96th Way City Scottsdale, AZ Zip 85262 Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units Lot # No. Street S.F. Lot # No. Unit 1 78340 Birkdale Court 6438 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments 4�'�1F1 Eps,��o Q BERMUDA DUNES O Cn RANCHO MIRAGE b N INDIAN WELLS PALM DESERT ,y Y LA QUINTA INDIO 770-280-008 La Quinta 1 Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 6,438 S.F. or $20,601.60 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 OC/EI Paseo Bank - George Camarena Check No. 261026 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Sharon P. McGehee Superintendent 4• i Fee collected /exe 4bharcGilvreyMPayment Recd $20,601.60 'Over/Under Signature ► , - NOTICE: Pursuant to Government Code Jection 66020(d)(1), tfxls will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begs to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting Bin.# City Of La Ouffit'a Building 8L Safety Dit ision P.O. Box 1504,78-495 Caik, Tam�lcu La.Quinta, CA 92253 - (760) 7,?7-7012 Building Permit Application and,Tracking Sheet Permit # 1 Project Address: �/ !i - i p k� Ownee s Name:. A. P. Number. Address: ? 8 ` 3 Legal Description: Contractor. —ED IDEf—C'jt 4— A5 5 QC( /'f I C. / City, ST, Zip: to tJ l v R Telephone: Address: Project Description: (R'e f Sl% City. ST, Zip: Telephone:MENEM State Lic. # : City Lic. #; Arch- Engr., Designer. Firo bi^- ,Y f- f7So d ' .. . w `e- U' A -- Address: 38 -?$� j�u (�'( P o t v w-3 City, ST, Zip: GNAr- Z Telephone:7(o 0 -71 3 - S'Zos- Construction Type:. Occupancy: State Lic. #: Project type (ctreie onc): New Add'n Alter Repair Demo ntact Person: �j� f p Sq. Ft.: # Stories: #Unit; lEstimaW-Value FT,-I,pho'nC,-of Contact Person: 6O- 2 & of Project: 5�� • �. APPLICANT: DO NOT WRITE BELOW THIS UNE it Submittal Plan Sets Req'd Rcc'd TRACKING Plan Check submittedItem PERKrYFEES Amount ' Structural Cales. Reviewed, ready for corrections ' flan Check Deposit. Truss Cates. Called Contact Person Pian Check Balance 710.N CSIC . Plans picked up Consumcdon Flood pin plan Pians resubmitted Mechanical Giadlag plea Z`' Review, ready -r. corrections/issue Electrical Snbeoatactor 1A st Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN "OUSE., Review', ready for correctlouslissue Developer Impact Fee Planning Approval Called Contact Person AJ.P.P. Pub. Wks. Appr - Date of permit issue School Fees Total Permit Fees IL a PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF. BANNING BEAUMONT CALL M ESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA Qu1NTA MENIFEE MORENO VALLEY' PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIR.. DEPARTMENT IN COOPERATION WITH. THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 922114131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org November 1, 2012 Dave Williams 81-595 Rancho Santana Dr. La Quinta, CA Re: Residential Fire Sprinkler Plan Review LQ -12 -RS -056 Larsen Residence 78-340 Birkdale Ct. La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all, control valves. The completed Contractor's Material and Test Certificate for Aboveground Piping shall be provided to the fire inspector prior to a final inspection. A typical certificate is shown in Figure 10.10.1 NFPA13. A warning sign, with minimum '/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire.. Devices .that restrict the flow or decrease the pressureor automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems; and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall .be visible and pumped at normal operating pressure. (b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning .& Engineering staff at (760) .863-8886. Applicant/installer shall be responsible to contact the Fire Departme to sched i p on. Sincerely, Ja Stubble Fire Safety Specialist OFFf(c /C6 Py MAN, CST R1AL E�;�GI� EER1Ir��G 78080 Calle Amigo, Suite 102 La Quinta, CA 92253 12- Q 5-3, Structural Calculation For Larsen Residence At 78340 Birkdale Court Lot#78 Tradition La Quinta, CA. Telephone: (760) 771-9930 Cell: (760) 771-9998 Fax: (760) 808-9146 0 -vpe Of Pro'ect: sMet LA. QUINTA -b.r Fireplace St ppULDING & SAFETY DEPT. APPROVED FOR CONSTRUC _ION DATE � Z aY Designer: Fedderly, and Associates Date: February 21, 2013 2013 L Design by: R.A. JN: 121094 , Cr NO. C 67613 M �� OF DAA-�ry o WET BAR I NT PE -88.0' FF 88.87' WINE HIM Bare• 3 CAR GARAGE S(qh NIS I ® `, r_r_z=_si � I� ki - ice, �_ • T.V. ol ol HIS His BA7H (� \ \ HERS- /� PLATER / 0I EN_ LaWec�vrr,l Flow Alun S I I . cl) 0 "ER od IL Lt. � OIL 7p LL 511, RANDOM STONE iI 4j 4' VENEER STONE I I . cl) 0 "ER od Lt. � OIL 7p LL 511, RANDOM STONE iI 4' VENEER STONE SURROUND- -co SPLITFACE Or k 4j 0 (D 0 0 G 0 . . . . . . . . . . STEEL SURROUND W/ ti MEDALLION iK. +r liaw EQ. EQ. EQ: 101, 5-10" 110" VERIFY ISOKERN' FIREPLACE RA STRUCTURAL ENGINEERING PREPARED FOR: SHEET: LARSEN RESIDENCE 78080 CALLS AMIGO, SUITE 102 78340 BIRKDALE COURT. LOT#78 I.A QUINTA. CA. 92253 . LA QUINTA. CA JOB NO: 121094 BUS: 760-771-9930 DRAWING TITLE: FAX: 760=771-9998 FOUNDATION PLAN CELL: 760-808-9146 DATE: 02/21/13 v I I I I I I I I I I I I I I NOTE: TOP OF FLAG POLE FOOTING I I BELOW SLAB I I FPF# 1 = 2' x 2' x 30" DEEP CITY OF LA QUINTA FOUNDATION P LA NBUILDING & SAFETY DEPT. SCALE:1 /4" 1, APPROVED FOR CONSTF�JCTION DATE 0 RA STRUCTURAL ENGINEERING PREPARED FOR: LARSEN RF;SIDENCE 78080 CALL; AMIGO. SUITE; 102 78340 BIRKDALE COURT, LOT#78 LA QUINTA. CA. 92253 LA QUINTA. CA BUS: 760-771-9930 DRAWING TITLE: FAX: 760-771-9998 ELEVATION A CELL: 760-808-9146 1- STONE PER ARCHITECTURAL 2- HSS4x4x5/16" STEEL TUBE 3- 10"x7"x3/8" THK STEEL PLATE W/(4) 5/8" DIAM. BOLTS W/ "SET XP" EPDXY MIN. 4" EMBEDMENT LENGTH (SPECIAL INSPECTION NOT REQUIRED) 4- 1/4" FILLET WELD POST TO PLATE NO: 121094 TE: 02/21/13 VAT TY OF IMI G & L E�l 0 r- CALP� DATE 6�4 QUINTA ETY DEPT. ✓ED UCTION 0 RA STRUCTURAL ENGINEERING PREPARED FOR: SHEET: LARSEN RESIDENCE 78080 CALLS AMIGO, SUITE 102 78340 BIRKDALE COURT. LOT#78 LA QUINTA. CA. 92253 LA QUINTA, CA JOB NO: 121094 BUS: 760-771-9930 DRAWING TITLE: FA`{: 760-771-9998 SECTION B CELL: 760-808-9146 DATE: 02/21/13 1- STONE PER ARCHITECTURAL 2- HSS4x4x5/16" STEEL TUBE 3- 10%7%3/8" THK STEEL PLATE W/(4) 5/8" DIAM. BOLTS W/ "SET XP" EPDXY MIN. 4" EMBEDMENT LENGTH (SPECIAL INSPECTION NOT REQUIRED) 4- 1/4" FILLET WELD POST TO PLATE SECT SCALE: LAB LEVEL C TY Cp LA QUINTA ILDING SAFETY DEPT. APr oVED 4F CONSTR TIO DATE72-j- 1 0 RA STRUCTURAL ENGINEERING PREPARED FOR: SHEET: LARSh::N RESIDENCE 78080 CAL.LE. AMIGO, SUITE 102 78340 BIRKDALB COURT. LOT#78 LA QUINTA. CA. 92253 LA QUINTA. CA JOB NO: 121094 BITS: 760-771-9930 DRAWING TITLE: FAX: 760-771-9998 DETAIL 1 CELL: 760-808-9146 DATE: 02/21/13 1 - FLAG POLE FOOTING 2- 10" SQ. X 1/4" THK STEEL PLATE U.N.O 3- STEEL COLUMN PER PLAN 4- 1/4" FILLET WELD 5- #4 VERTICAL BARS @ 12"O/C. EA. SIDE 6- #3 TIES AT 8" O.C. 7- #4 BARS @ 12" 0/C E.W. 8- (3) #3 TIES @ 2" 0/C WITHINN THE TOP 5" 9- SLAB PER PLAN SCALE: NTS RA STRUCTURAL ENGINEERING 78080 CALLF AMIGO. SUITE 102 LA QUINTA. CA. 92253 13US: 760-771-9930 FAX: 760-771-9998 CELL: 760-808-9146 PREPARED FOR: LARSFN RESIDENCE 78340 BIRKDALE COURT, LOT#78 LA QUINTA. CA DRAWING TITLE: 1- STONE PER ARCHITECTURAL 2- STEEL COLUMN PER PLAN 3- 10"x7"x3/8" THK STEEL PLATE W/(4) 5/8" DIAM. BOLTS W/ "SET XP" EPDXY MIN. 4" EMBEDMENT LENGTH (SPECIAL INSPECTION NOT REQUIRED) 4- 1/4" FILLET WELD POST TO PLATE DETAIL 2 CITY OF LA QUINTA FET: NO: 121094 TF: 02/21/13 lA CLIENT: La--Jer OPSi ME RA Structural EnzineeYin SHEET: SUBJECT: JOB NO: 12l o9y DESIGN BY: 9A DATE: 2 fg f t3 pes�y� d s Ek)* 1250 ass y x y, s/�e" a► 5 Pif Colyw►� Dps;q� RZ 4 6" -7,t P��(►2th�. 625 Ib LafeIra l W�=1250 16 + FS = goo ► 6 �hprP pre two C2^i�i%+PvP✓ CG� So FS = 8ov A Y 2 : qOO 16 PP' Reza sgharp One Story Se PROJECT: 'Seismic 0 I CLIENT: ,Larsen Residence JOB NO.: 4121094 isri ic. on DATE : `.e PAGE: DESIGN BY: R.A. 1/2013' REVIEW BY: R.A. Determine Base Shear (Derived from ASCE 7-05 Sec. 12.8) V= MAX{ MIN ISD1I/(RT) , SDS I/R] 0.01 0.5S11/R)W = MAX(MIN[ 7.77W , 0.80W ] , 0.01W 0.24W) i ^ 0.80 W, (SD) !(for S, >_ 0.6 g only) = 0.57 W, (ASD) = 0.75 kips Where SDS = 1 (ASCE 7-05 Sec 11.4.4) SD1 = 0.6 (ASCE 7-05 Sec 11.4.4) S1 = 0.6 ' (ASCE 7-05 Sec 11.4.1) R = 1.25 (ASCE 7-05 Tab 12.2-1) 1= 1' (IBC 06 Tab 1604.5 & ASCE 7-05 Tab 11.5-1) Ct = 0.02 (ASCE 7-05 Tab 12.8-2) hn = 4.5 ft X = 0.75 (ASCE 7-05 Tab 12.8-2) T = Ct (hn)X = 0.062 sec, (ASCE 7-05 Sec 12.8.2.1) Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7-05, Sec 12.8.3 & 12.8.6) Level WX hx hxk Wxhxk Fx , ASD (12.8-11) 8xe,allowable, ASD Roof 1:32. 4.5 4.5 6 0.8 ( 0.57 Wx) 0.6 1.3 6 0.8 I Where k = 1 for T <= 0.5 j8xe,allowable, ASD = Aa 1/ (1.4 Cd), (ASCE 7-05 Sec 12.8.6) k = 0.5 T + 0.75 for T @ (0.5 , 2.5) Cd = 1:26; (ASCE 7-05 Tab 12.2-1) k = 2 for T >= 2.5 ! Aa = 0:02 ' hsx, (ASCE 7-05 Tab 12.12-1) .0 alculate Diaphragm Forces (ASCE 7-05, Sec 12.10.1.1) Level WX EWx Fx EFx Fpx , ASD, (12.10-1) Roof 1.3 1.3 0.8 0.8 0.4 0.27 Wx ) 1.3 0.8 Where Fmin = 0.2 SDS I Wx / 1.5 , ASD Finax = 0.4 SDS I WX / 1.5 , ASD BUILDING & SAFETY DEPT. APPROVED FOR CONSTR CTION DATE6 ZA 101 Reza PROJECT : Cantilever Column PAGE: CLIENT : Larsen Residence i' DESIGN BY: R.A. AS har our . JOB NO.: o21o94 .DATE : 2/21/2013 ! REVIEW BY : R.A. Cantilever Column 8 Footn "Desi n Based on'AISC $60 AGI'318;end IBC`,1805.7*Q"' 3 length Pc = Pn / f2c = 112 / 1.67 = 67.10 kips, (AISC 360-05 Chapter E) INPUT DATA & DESIGN SUMMARY Pr [Satisfactory] COLUMN SECTION (Tube, Pipe, or WF) HSS4X4X5116 Tube ft -kips, (AISC 360-05 Chapter F) P COLUMN YIELD STRESS Fy = 36 ksi Mcy = Mn 1.0b = 16.77 /1.67 = 10.04 ft -kips, (AISC 360-05 Chapter F) CANTILEVER HEIGHT H = 4.5 it Mry [Satisfactory] DESIGN POLE FOOTING (IBC Sec. 1805.7 / UBC Sec. 1806.8) F COLUMN TOP LATERAL LOAD F = 0.4 kips, ASD By trials, use pole depth, d = 2.336 ft Lateral bearing @ bottom, S3 = 2 Pp Min(d, 12') = (Strong Axis Bending only) Lateral bearing @ d/3, S, = 2 Pp Min(d /3, 12') = 0.23 ksf Require Derrpth is given by COLUMN TOP GRAVITY LOAD P = 01.625 kips, ASD h 1 4.h I+ I+ for noncons trained 2 L S J d = = 4.25 Ph DIAMETER OF POLE FOOTING b = 2 it for constrained hS. ALLOW SOIL PRESSURE Qa = 1.5 ksf Where P= F= 0.40 kips LATERAL SOIL CAPACITY Pp = 0.15. ksf / it �F RESTRAINED @ GRADE ?(1=yes,0=no) 1 Yes I—� b—;,—. Use 2 ft dia x 2.34 ft deep footing restrained @ ground level THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY OF COLUMN (AISC 360-05, H1) Pr+8L'c+M I L`>_0.2 Ill for PC 9 MSX M�J PC = 0.18 < 1.0 (Satisfactory) Pr +Mrx+ Mn for P` <0.2 21 MSX Mcy PC Where Pr = 0.63 kips Mrx = 1.80 ft -kips Mry = 0 ft -kips KL y = 9 it, weak axis unbraced axial length Pc = Pn / f2c = 112 / 1.67 = 67.10 kips, (AISC 360-05 Chapter E) > Pr [Satisfactory] Mcx = Mn / f2b = 16.77 /1.67= 10.04 ft -kips, (AISC 360-05 Chapter F) > M,x [Satisfactory] Mcy = Mn 1.0b = 16.77 /1.67 = 10.04 ft -kips, (AISC 360-05 Chapter F) > Mry [Satisfactory] DESIGN POLE FOOTING (IBC Sec. 1805.7 / UBC Sec. 1806.8) By trials, use pole depth, d = 2.336 ft Lateral bearing @ bottom, S3 = 2 Pp Min(d, 12') = 0.70 ksf Lateral bearing @ d/3, S, = 2 Pp Min(d /3, 12') = 0.23 ksf Require Derrpth is given by h 1 4.h I+ I+ for noncons trained 2 L J d = = 4.25 Ph 2.336 ft [Satisfactory] for constrained hS. Where P= F= 0.40 kips A= 2.34 P/(b S,) = 1.38 CITY OF �-�► CQUINTA h = Mmex /F = 4.50 ft DEPT. BUILDING & SAFE ED VERTICAL SOIL BEARING CAPACITY (ACI, Sec. 15.2.2) /� ❑ L. 4 sorb = P / ('r b Y/4) = 0.20 ksf, (net weight of pol footing A ed. C- D < cFORION A o , STRONG AXIS LATERAL DEFLECTION A 3 H 0.08 in < 2 H/ 240 DATE I Reza PROJECT: Flag Pole Footing :1 ` : > r PAGE I CLIENT: tarse,'ri Residence DESIGN BY R.A: Asgharpour JOB NO.: 121094 16A-TE:2/21/2013 REVIEW BY R.A. INPUT DATA & DESIGN SUMMARY P => HEIGHT OF POLE ABOVE GRADE H => IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,0=N0) 1; yes P = LATERAL FORCE @ TOP OF POLE P = 0:5 : k HEIGHT OF POLE ABOVE GRADE H = 4.5., It DIAMETER OF POLE FOOTING B = 2 1. It H LATERAL SOIL BEARING CAPACITY S = 0.2 ksf / it ISOLATED POLE FACTOR (18C1804.3.1 or UBC note 3 on Tab 18.1-A) F = 2 A => FIRST TRIAL DEPTH ===> D = 3. ft Use 2 ft dia x 2.28 ft deep footing restrained @ ground level ANALYSIS LATERAL BEARING @ BOTTOM: M;,,(O ti') LATERAL BEARING @ D/3: D J= I1 Min (3 BS, 1A[11 I+4lFORNONCONSTRAINED REQUIRD DEPTH: i�= JJ a.251'H , FOR CONSTRAINED ttti, LATERAL FORCE @ TOP OF POLE P => HEIGHT OF POLE ABOVE GRADE H => DIAMETER OF POLE FOOTING B => LATERAL SOIL BEARING CAPACITY FS => 1 ST TRIAL TRY D, => LAT SOIL BEARING @ 1/3 D S, => LAT SOIL BEARING @ 1.0 D S3 => CONSTANT 2.34P/(BS,) A => REQD FOOTING DEPTH RQRD D => 2ND TRIAL: TRY D2=> LAT SOIL BEARING @ 1/3 D S, => LAT SOIL BEARING @ 1.0 D S3 => CONSTANT 2.34P/(BS,) A => REQD FOOTING DEPTH RQRD D => 3RD TRIAL: TRY D3=> LAT SOIL BEARING @ 1/3 D S, => LAT SOIL BEARING @ 1.0 D S3 => CONSTANT 2.34P/(BS,) A => READ FOOTING DEPTH RQRD D => 4TH TRIAL: TRY D4=> LAT SOIL BEARING @ 1/3 D S, => LAT SOIL BEARING @ 1.0 D S3 => CONSTANT 2.34P/(BS,) A => READ FOOTING DEPTH RQRD D => 5TH TRIAL: TRY D5=> LAT SOIL BEARING @ 1/3 D S, => LAT SOIL BEARING @ 1.0 D S3 => CONSTANT 2.34P/(BS,) A => REQD FOOTING DEPTH RQRD D => NONCONSTRAINED 0.50 k 4.5 ft 2.00 ft 0.40 ksf / ft 3.00 0.40 1.20 1.46 3.51 3.25 0.43 1.30 1.35 3.33 3.29 0.44 1.32 1.33 3.31 3.30 0.44 1.32 1.33 3.30 3.30 0.44 1.32 1.33 3.30 It ksf ksf ft ft ksf ksf It It ksf ksf ft ft ksf ksf ft ft ksf C CONSTRAINED 0.50 k 4.5 it 2.00 It 0.40 ksf / ft 3.00 ft 0.40 ksf 1.20 ksf 2.00 ft 2.50 it 0.33 ksf 1.00 ksf 2.19 It 2.34 ft 0.31 ksf 0.94 ksf 2.26 ft 2.30 ft 0.31 ksf 0.92 ksf 2.28 ft 2.29 ft 0.31 ksf QITY2QF I.A QUINT 011-6-I1SIG & SAFFry DFP AP V1 D FOR CONSTRU ION DATE _LLLL BY 012- 4'Electronicay Filed llcby Tim-Scott.and Authenticated at Ca10ERTS.com - 11/29/2012? Electronically Signed at Ca10ERTS.com_by_Robin Lever (Fedderly & Associates) 11/30/2012 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Larson Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11112912012 Date Project Address 78-340 Birkdale Court, The Traditions La California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 6,438 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -= If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction T e Cavit f Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 6,371 Radiant Barrier New Wall Wood Framed R-21 5,995 New Slab Unheated Slab -on -Grade None - rim = 575' New Door Opaque Door C I TY O FNone f, u� j i NTA w BUILDING & SAFETY DEPT. a APPROVED_ i712 FOR CONSTRUCTION FENESTRATION BY Exterior Orientation Area ft` Factor SHGC Overhan idefins Shades Status Skylight 16.0 1.300 0.60 none none None New Skylight 16.0 1.300 -- 0.60 --none y none - -None m-- New Skylight ., 9.0 100 0.60 none-' w none. .» None New Skylighf.- 9.0 _ /1'' 1:300 0.60 none enone - None j, y, New Rear (N) 'N 354 0,1 '. 0.390 028 none, .,none _ Bug Screen o, % Newk 0 nRi ht vone Bu Screen+ m jNew Right (SE) ,N m. 130.9 0.390 018 r none none Bug Screen New Front (S) - " ` 71.0 0.390 0.28 none none Bug Screen New Front (SW 157.4 0.390 0.28 none none Bug Screen New Left (NViI) 80.0 0.390 0.28 none none Bug Screen New Left (NM 184.0 0.390 0.28 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 16.5 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 16.5 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 2 Large Gas 100 0.80 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number 6712 RunCode: 2012-11-29710:55:06 ID: Page 1 of9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc _Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Larson Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11112912012 Date Project Address 78-340 Birkdale Court, The Traditions La California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 6,438 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST 0 Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area ft` Factor SHGC Overhang Sidefins Shades Status Skylight 4.0 1.300 0.60 none none None New Skylight 4.0 1.300 �.....� ,0.60—none -q ,none None y New Rear (N) 58.5 ,a 0.390 0.28 none none.. j( Bug ScreenNew Front (S), 12.0 10.390 0.28 none -none, Bug Screen , New Left (IM E 173.5 _ 0.390 0!28 none, none Bug Screen', ' ' ,,N®w E> Skylight\, " 9.01 ` °'1.300.vr14-L-0.60 '_;none` 1f none, %_, None,,- �%• _fit d `.1 New Rear (NE) 130.0 1 0.390 0.28 none none Bug Screen New Left (lM 4.0 0.390 0.28 none none Bug Screen New HVAC SYSTEMS -Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-11-29T10:55:06 ID: Page 2 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc ,Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Larson Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11112912012 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The DHW System Bradford White #M-1-100T6BN is a non-NAECA large storage gas water heater. Verify DHW details. HIGH MASS Design -Verify Thermal Mass: 1,771.0 ft2 Covered Slab Floor, 3.500" thick at Master Office Guest 2 HIGH MASS Design - Verify Thermal Mass: 632.0 ft2 Exposed Slab Floor, 3.500" thick at Master Office Guest 2 HIGH MASS Design - Verify Thermal Mass: 902.0 ft2 Covered Slab Floor, 3.500" thick at Guest 3 Media HIGH MASS Design - Verify Thermal Mass: 192.0 ft2 Exposed Slab Floor, 3.500" thick at Guest 3 Media HIGH MASS Design - Verify Thermal Mass: 306.0 ft2 Covered Slab Floor, 3.500" thick at Great Kitchen HIGH MASS Design - Verify Thermal Mass: 2,203.0 ft2 Exposed Slab Floor, 3.500" thick at Great Kitchen The HVAC System HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 363.0 ft2 Covered Slab Floor, 3.500" thick at Guest Suite HIGH MASS Design - Verify Thermal Mass: 69.0 ft2 Exposed Slab Floor, 3.500" thick at Guest Suite The Roof R-38 Roof(R.38.2x 12.16) includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. �� E',,r"';�-.. �`� r"`-"`'1,:. "' �'.,,' � �,,. ...,r fir•-�-^�.. HERS REQUIRED VERIFICATION jam( Items 7% this section .require field testirig and/o verification by ice' Rater: The'inspector•must receive a completed CF -411 form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACA760/58PH*090 includes credit fora 12.7 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System 24APA736/58PH*170 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System 24APA736/58PH*170 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 3 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 & 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24APA724/58PH*045 includes credit for a 13.2 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener Pro 5.1 bv Ener Soft User Number: 6712 RunCode: 2012-11-29710:55:06 ID: Pa e 3 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc ,Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Larson Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 11/29/201 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.67 5.68 -1.02 Space Cooling 54.75 47.54 7.21 Fans 10.88 14.82 -3.94 Domestic Hot Water 5.67 3.81 1.85 Pumps 0.00 0.00 0.00 Totals 75.96 71.86 4.10 Percent Better Than Standard: 5.4 BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (S) 180 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (S) 2,224 240 Fuel Available at Site: Natural Gas (vv) 1,826 442 Raised Floor Area: 0 (N) 1,564 543 Slab on Grade Area: 6,438 (E) 1,966 313 Average Ceiling Height: 12.0 Roof 6,438 67 Fenestration Average U -Factor: 0.39 TOTAL: 1,604 Average SHGC: 0.28 Fenestration/CFA Ratio: 24.9% REMARKS Lot78 @ -The Traditions Country Club t STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 11/29/2012 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Fedderly and Associates Address 38-747 Nopales Road Name Fedderty and Associates City/State/Zip Palm Desert, Ca 92253 Phone (760) 773-0875 Signed License # Date Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2012-11-29710:55:06 ID: Page 4 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Larson Residence Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/29/201 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 2,353 0.026 R-38 270 0 New 4.2.1-A9 Master Office Guest 2 Wall 238 0.069 R-21 0 90 New 4.3.1-A6 Master Office Guest 2 we// 24 0.069 R-21 45 90 New 4.3.1-A6 Master Office Guest 2 Wall 526 0.069 R-21 90 90 New 4.3.1-A6 Master Office Guest 2 Wall 2181 0.069 R-21 1 135 90 New 4.3.1-A6 Master Office Guest 2 Wall 116 0.069 R-21 180 90 New 4.3.1-A6 Master Office Guest 2 Wall 303 0.069 R-21 225 90 New 4.3.1-A6 Master Office Guest 2 Wall 160 0.069 R-21 310 90 New 4.3.1-A6 Master Office Guest 2 Wall 66 0.069 R-21 315 90 New 4.3.1-A6 Master Office Guest 2 Slab 1,771 0.730 None 0 180 New 4.4.7-A1 Master Office Guest 2 Slab 632 0.730 None 0 180 New 4.4.7-A 1 Master Office Guest 2 Roof 1,086 0.026 R-38 270 0 New 4.2.1-A9 Guest 3 Media Wall 38 0.069 R-21 20 90 New 4.3.1-A6 Guest 3 Media Wall 340 0.069 R-21 110 90 New 4.3.1-A6 Guest 3 Media Wall 376 0.069 R-21 200 90 New 4.3.1-A6 Guest 3 Media Door 24 0.500 None 200 90 1 New 4.5.1-A4 Guest 3 Media FENESTRATION SURFACE DETAILS ID Type Area Ll -Factor' SHGC2 Azm Status Glazing Type Location/Comments 1 Skylight 16.0 1.300 Default 0.60 Default 270 New Skylight Master Office Guest 2 2 Skylight 16.0 1.300 Default 0.60 Default 270 New Skylight Master Office Guest 2 3 Skylight 9.0 1.300 Default 0.60 Default 270 New Skylight Master Office Guest 2 4 Skylight 9.0 1.300 Default 0.60 Default 270 New Skylight Master Office Guest 2 5 Window _1_ 95.0 0.390 NFRC 0.28 NFRC _0 New _I Dual non Metal Tinted Master Office Guest 2 6 Window' x,13.0 0. 3901 NFRC 0.28 NFRC '\;o New 'g 'N Dual non Metal Tinted,' f 1 Master Office Guest 2 7 Window 136.0 0.390 NFRC 0.28 'NFRC 0 New , Dual non Metal Tinted, Master Office Guest 2 8 Window 60.0 '0.390 NFRC_ 0.28 NFRC -4 90 New -A' Dual non. Metal Tinted Master Office Guest 2 9 Window 54.'0 10.390 NFRC 0.28 NFRC v 90 New _ Dual non Metal Tinted 4-. Master,Office Guest 2r% 10 Window ,f 1 8.0 1 0.390 NFRC 0.28 NFRC A90 New, I Dual non Metal Tinted Master Office,Guest 2 11 Window.e ! x,54:0 ,x0.390 NFRC, -X0.28 NFRC .. 90 New Dual non Metal Tinted Master Office Guest 2 12 Window 6.0 0.390 NFRC 0.28 NFRC 90 New Dual non Metal Tinted Master Office Guest 2 13 Window 61.6 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Master Office Guest 2 14 Window 10.0 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Master Office Guest 2 15 Window 10.0 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Master Office Guest 2 16 Window 4.0 0.390 NFRC 0.28 NFRC 180 New Dual non Metal Tinted Master Office Guest 2 (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Len H t LExt REA Dist Len Right Fin H t Dist Len H t 1 None 1.00 2 None 1.00 3 None 1.00 4 None 1.00 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 JBug Screen 0.76 16 JBug Screen 0.76 LEnergyPro 5.1 by Ener Soft User Number 6712 RunCode: 2012-11-29710:55:06 ID: Page 5 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Larson Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/29/201 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 1 4 Location/Comments Wall 359 0.069 R-21 290 90 New 4.3.1-A6 Guest 3 Media Slab 902 0.730 None 0 180 New 4.4.7-A 1 Guest 3 Media Slab 192 0.730 None 0 180 New 4.4.7-A 1 Guest 3 Media Roof 2,500 0.026 R-38 270 0 New 4.2.1-A9 Great Kitchen Wall 1 196 0.069 1 R-21 I 1 01 90 New 4.3.1-A6 Great Kitchen Wal! 200 0.069 R-21 45 90 New 4.3.1 A6 Great Kitchen Wall 156 0.069 R-21 115 90 New 4.3.1-A6 Great Kitchen Wall 809 0.069 R-21 180 90 New 4,3.1-A6 Great Kitchen Door 24 0.500 None 180 90 New 4.5.1-A4 Great Kitchen Wall 571 0.069 R-21 1 1 135 90 New 4.3.1-A6 Great Kitchen Wall 393 0.069 R-21 315 90 New 4.3.1-A6 Great Kitchen Slab 306 0.730 None 0 180 New 4A.7 -A1 Great Kitchen Slab 2,203 0.730 None 0 180 New 4.4.7-A1 Great Kitchen Roof 432 0.026 R-38 270 0 New 4.2.1-A9 Guest Suite Wall 3260.069 R-21 45 90 New 4.3.1-A6 Guest Suite Wall 356 0.069 R-21 135 90 1 New 4.3.1-A6 Guest Suite FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 4.0 0.390 NFRC 0.28 NFRC 225 New Dual non Metal Tinted Master Office Guest 2 18 Window 29.7 0.390 NFRC 0.28 NFRC 225 New Dual non Metal Tinted Master Office Guest 2 19 Window 90.0 0.390 NFRC 0.28 NFRC 225 New Dual non Metal Tinted Master Office Guest 2 20 Window 29.7 0.390 NFRC 0.28 NFRC 225 New Dual non Metal Tinted Master Office Guest 2 21 Window -1- , 80.0 0.390 NFRC _0.28 NFRC 310 New Dual non Metal Tinted .,,_,. Master Office Guest 2 22 Window- N 54.0 0.390 1 NFRC 0.28 NFRC 315 New �._ Dual non Metal Tinted IJ, I Master Office Guest 2 23 Skylight x 4.0 1. 3001 Default j 0.60 Default 270 New Skylight -i A " Guest 3 Media 24 Skylight 4.0. ; 1.300 Default 0.60 Default X270 New Skylight I Guest 3 Media 25 Window 5825 10.390 NFRC 0.28 NFRC V � 20 New Dual non Metal Tinted N °g Guest 3 Media,,;, rets 26 Window 013.0 a 0.390 NFRC 0.28 NFRC ,200 New; -A Dual non Metal Tinted Guest 3 Media' T 27 Window, ! k--3.0 u._ 0:390 NFRC, -0.28 NFRC :::-.200 New Dual non Metal Tinted y ; Guest 311d dia,00 28 Window 3.0 0.390 NFRC 0.28 NFRC'" 200 New Dual non Metal Tinted Guest 3 Media 29 Window 3.0 0. 3901 NFRC 0.28 NFRC 200 New Dual non Metal Tinted Guest 3 Media 30 Window 1.5 0.390 NFRC 0.28 NFRC 290 New Dual non Metal Tinted Guest 3 Media 31 Window 58.5 0.390 NFRC 0.28 NFRC 290 New Dual non Metal Tinted Guest 3 Media 32 1 Window 81.0 0.390 NFRC 0.28 1 NFRC 290 New Dual non Metal Tinted Guest 3 Media (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Len HqA LExt RExt Dist Len Right Fin Hat Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 None 1.00 24 None 1.00 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 JBug Screen 0.76 32 Bug Screen 0.76 LEnergyPro 5.1 by Ener Soft User Number.' 6712 RunCode: 2012-11-29710:55:06 ID: Pa e 6 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Larson Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11112912012 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 332 0.069 R-21 225 90 New 4.3.1-A6 Guest Suite Wall 56 0.069 R-21 270 90 New 4.3.1-A6 Guest Suite Wall 351 0.069 R-21 315 90 New 4.3.1-A6 Guest Suite Slab 363 0.730 None 0 180 New 4.4.7-A1 Guest Suite Slab 1 69 0.730 1 None 0 180 New 4.4.7-A1 Guest Suite FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 32.5 0.390 NFRC 0.28 NFRC 290 New Dual non Metal Tinted Guest 3 Media 34 Skylight 9.0 1.300 Default 0.60 Default 270 New Skylight Great Kitchen 35 Window 220.0 0.390 NFRC 0.28 NFRC 0 New Dual non Metal Tinted Great Kitchen 36 Window 120.0 0.390 NFRC 0.28 NFRC 45 New Dual non Metal Tinted Great Kitchen 37 Window -1-, 40.0 0.390 NFRC 0.28 NFRC 180 New, -_ Dual non Metal Tinted , _, Great Kitchen 38 Winddw- \13.0 0. 3901 NFRC .0 ;-r 0.28 NFRC 180 New Dual non Metal Tinted/ [ � , Great Kitchen 39 Window '24.0 0.390 NFRC 1 0.28 INFRC 180 New Dual non ,Metal Tinted; V Great Kitchen 40 Window 27.0, 0.390 NFRC 0.28 NFRC -4135 New, -17* 'Dual non:Metal Tinted X .,. Great Kitchen 41 Window 21:°0 1' 0.390 NFRC 0.28 NFRC V 315 New Dual non Metal Tinted -Is 1- Great Kitchen 42 Window if p42.0 a 0.390 NFRC 0.28 NFRC 315 'New= -I Dual non Metal Tinted 1 Great Kitchen If 43 Window, 1 140.0 _ 0.390 NFRC. -0.28 NFRC 315 New Dual non Metal Tinted Great Kitchen,,` e, 44 Window 10.0 0.390 NFRC 0.28 NFRC 45 New Dual non Metal Tinted Guest Suite 45 Window 10.0 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Guest Suite 46 Window 10.0 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Guest Suite 47 Window 2.3 0.390 NFRC 0.28 NFRC 135 New Dual non Metal Tinted Guest Suite 48 Window 4.0 0.390 NFRC 0.28 NFRC 225 New Dual non Metal Tinted Guest Suite (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Len H t LExt REA Dist Len Ri ht Fin H t Dist Len H t 33 Bug Screen 0.76 34 None 1.00 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 47 JBug Screen 0.76 48 JBug Screen 0.76 EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2012-11-29710:55:06 ID: Pae 7 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of5 CF -1 R Project Name Larson Residence Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/29/201 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 49 Window 4.0 0.390 1 NFRC 0.28 1 NFRC 270 New Dual non Metal Tinted Guest Suite 50 Window 27.0 0.390 NFRC 0.28 NFRC 315 New Dual non Metal Tinted Guest Suite V ! >F 1 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove hanq Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number.- 6712 RunCode: 2012-11-29T10:55:06 ID: Page 8 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc ,Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/29/2012 Electronically Signed at CalCERTS.com by Robin Lever (Fedderly & Associates) 11/30/2012 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Larson Residence Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11112912012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existinq Altered Removed Volume Year Built HVAC 1 Master Office Guest 2 2,403 28,836 HVAC 2 Guest 3 Media 1,094 13,128 HVAC 3 & 4 Great Kitchen 2,509 30,108 HVAC 5 Guest Suite 432 5,184 Totals 6,438i 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eft. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 16.5 SEER Setback New HVAC 3 & 4 2 Central Furnace" 80%-AFUE Split Air Conditioner,. 16.5 SEER Setback New HVAC 5 ' C 1 i Central Furnace 11` 80% AFUE S Iit%r Condition`e'r 116.0 SEER Setback New HVAC DISTRIBUTION J, �-, ` -. ._ s. - System Name ' Heating _ t.. F o W -Duct)), /k! Cooling Duct Location R -Value D 1c UCtS Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented •8.0 D New HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford White #M -1-100T 2 Large Gas All Pipes Ins 85,000 100 0.80 0.00% 0.0 New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length C _ O U) a — System Name Pipe Len th Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried 11 EnefgyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2012-11-29710:55:06 ID: Page 9 of 9 Reg: 212-N0058413C-000000000-0000 Registration Date/Time: 2012/10/18 17:41:51 HERS Provider: CalCERTS, Inc Sladden Engineering 45090 Gulf Ccnter Parkway. Suite F. Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 5234)962 Fax (714) 523-1369 450 Egan Avcnuc, Beaumont, CA 92223 (951) 845.7743 Far (951) 845-8863 800 E. Florida Avenue, I lemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 Augu$tJ7, 2012 Project No. 544-12130 1.2-08-206 Fedderly & Associates 38-474 Nopales Road Palm Desert, California 92211 Project: Proposed Custom Residence Birkdale Court — Lot 78 OCT 2 2 201 The Tradition Golf Club 2 La Quinta, California Subject: Geotechnical Update Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30,1997; Project No, 522-6138C1 Geotechnical Update report prepared by Sladden Engineering dated December 12, 1996, Project No. 444 6130 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located on Lot 78 along Birkdale Court within The Tradition Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of The Tradition project site, The rough grading included overexcavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced. reports'include recommendations pertaining to the design and construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION In _ (A G41 % %' ►' rr/ I ` ��i L August 17, 2012 -2- Project No. 544-12130 12-0&206 Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. Allowable increase of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are summarized below. Sladden Engineering August 17, 2012 -3- Project No. 544-12130 12-08-206 Occupancy Category (Table 16045):11 Site Class (Table 7613.5.5): D Ss (Figure 1613.5.1): 1.50g S1 (Figure 1613.5.1): 0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 (Fa X Ss}):1.508 Smi (Equation 16-37 (Fv X Si)): 0.90g SDS (Equation 16-38 12/3 X Sms(): LOGg SDI (Equation 16-39 (2/31X Smi)): 0.608 Seismic Design Category D If you have questions regarding this report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderso Principal Engineer ,� E* 9,10,2012 CPA Letter/gvrn Q OF CALIF Copies: 4/Fedderly & Associates i Sladden Engineering SIaclden Engineering 6782 Stanton Ave., Suite E. Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 December 12, 1996 Project No. 444-6130 Tradition Club Associates, LLC rCITY OF LA QUINTA C/o Winchester Development Company BUILDING '& SAFETY DEPT. 41-865 Boardwalk, Suite 101 APPROVED Palm Desert, California 92211 FOR CONSTRUCTION Attention: Mr. Mike Rowe DAT t 3 g 9 L-teN. Project: Tradition - Tract 27613 La Quinta, California Subject: Geotechnical Update Reference: Preliminary Soil Investigation prepared by Buena Engineers, Inc. dated November 27, 1984; Project No. B -1.4796-P1, .Report No. 814-11-216 Grading Plan Review prepared by Leighton & Associates dated July 2, 1986 Project No. 5850988-03 Report of Relative Compaction Tests prepared by Soil and Testing Engineers, Inc. dated July 8, 1988; STE 8831012, Report No. 1. As -Graded Soil Study prepared by Soil and Testing Engineers, Inc. dated July 6, 1988; STE 8831012, Report No. 2 As requested, we have reviewed the referenced reports along with the rough grading plans for the proposed golf course development prepared by Keith International, Inc. In addition, we have visited the site to observe the present conditions. These services were performed for update purposes and to provide specific recommendations for site development and foundation design. Based upon our review, it appears that the referenced reports contain useful information concerning the site soils conditions and the recommendations contained in the referenced reports remain valid for the design and construction of the proposed residential development. There are some recommendations included in the referenced reports that warrant clarification. Because the soils conditions vary throughout the site, the remedial grading recommended at this time also varies. The site has been partially graded including the construction of building pads throughout the middle portion of the site. Testing performed during and after grading is summarized in the referenced reports prepared by Soil and Testing Engineers, Inc.(STE). Based upon the information contained in the STE reports, it appears that the fill material placed during the previous grading was properly compacted and should provide adequate support for the proposed residential structures. The previously graded building pads should be cleared of vegetation, moisture conditioned and recompacted to at least 90 percent relative compaction. Fill material may then be placed in thin lifts at near optimum moisture content and compacted to a minimum of 90 percent relative compaction. Any fill material placed along the existing slopes to construct the proposed building pads should be properly benched into the eApps. Fill slopes should be overbuilt and cut back to firm material. — DEC 0 6 2012 . BY: --- December 12, 1996 (2) Project No. 444-6130 The building pad areas throughout the northern portion of the site have not yet been graded and are generally underlain by loose sandy silts and silty fine grained sands. Building pads throughout the northern portion of the site should be overexcavated to a depth of three feet below existing grade. The previously removed soils should be placed in thin lifts at near optimum moiture content and compacted to a minimum of 90 percent relative compaction. The building pad areas throughout the southern portion of the site have not yet been graded and are generally underlain by fine to coarse grained alluvial sands with gravel. Because of the granular nature of the alluvial soils throughout the southern portion of the site, it is likely that the desired depth of compaction can be attained by watering and compacting from the surface. Building pads throughout the southern portion of the site should be watered so that near optimum moisture content is attained to a depth of three feet below existing grade. The exposed surface should then be compacted so that a minimum of 90 percent relative compaction is attained to a depth of two feet below existing grade. Fill material should then be placed in thin Iifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The building pads proposed for the small canyon near the southern end of the site (see sheet 8 of rough grading plan) appear to require the construction of building pads partially in fill and partially in cut. In order to limit the potential for transition related differential settlements, we recommend overexcavation of the cut portion of these building pads. Overexcavation should extend to a depth of at least four feet below pad grade. Additional overexcavation to facilitate adequate boulder removal should be considered. Because this area slopes considerably, proper benching will be very important during fill placement. The potential for rock -fall affecting the building pads along the toe of steep natural rock slopes should be acknowledged. The potential rockfall hazard appears to be limited to several building pads along the south and east edge of the site (see sheets 4, 5 and 8 of the rough grading plan). The drainage swales indicated along the toe of the native rock slopes as indicated on the rough grading plans appear to appropriately address rockfall hazards at this time. The rockfall hazard potential should be evaluated after rough grading and lot specific mitigation measures should be incorporated into individual fine grading plans and building layout determination. The allowable foundation bearing pressures and lateral values recommended in the referenced Preliminary Soil Investigation report remain applicable for the design of structure foundations. The remainder of the recommendations included in the referenced reports should be considered in design and construction. If you have any questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson, P. E. Copies: 2- Winchester Developemnt Company 2- Keith International Slodden Engineering POST IN A CONSPICUOUS PLACE Certificate of Occupancy Community Development Department This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-340 BIRKDALE CT Use classification: SINGLE FAMILY DWELLING Building Permit No.: 12-1253 Occupancy Group: R3 Type of Construction: VB Land Use Zone: RL Code Edition: 2010 Sprinkler Installed: YES Sprinkler Required: YES Owner of Building: LARSEN, TERRENCE Address: 27333 N 96TH WAY City, ST, ZIP: SCOTTSDALE, AZ 85262 ____________ GREG BUTLER_______________ By: KIRK KIRKLAND Building Official Date: DECEMBER 23, 2013