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9801-055 (SFD)4, P.O. BOX 1504 APPLICATION ONLY I Building t2 —130 /1 d /L 78-495 CALLE TAMPICO Address ) (./ fAT l�J • LA OUINTA, CALIFORNIA 92253 Address City AW Contractor dg;�U klddre"ss & Classif. �\' I Lic. # Arch., Engr., Vs� A Designer r` Address ),M .~ 1 I=t%// ILic.ff�I Y—° y LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to 'its Issuance also �f requires the applicant for such permit to file a signed statement that he is licensed pursuant to 5 the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for thealleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars ($500). I: 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, Bulsness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder willcve the burden of proving that he did not build or improve for the purpose or sale.) • I 1 I, as owner -of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) f7 1 am exempt under Sec. B. & P.C. for this reason Date Owner 1' WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company n Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thF 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. Date Owner NOTICE TO APPLICANT., If, atter making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of a0plicant —Date— Mailing ateMailing Address City, State, Zip BUILDING: TYPE'CONST. OCC. GRP. A.P. Number_ 70- /62 - cc / Legal Description Description Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT Plan Chk. Dep Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS M AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands Unified School District Notice: 82-879 Highway 111 Document Cannot Be Duplicated Indio, CA 92201 619-775-3500 CERTIFICATE OF COMPLIANCE Date 3/6/98 APN # 769-162-001 No. 16696 Jurisdiction La Quinta Owner NameGary and Tracy Gardner Permit # No. 52-130 Street Citation Court Log # City La Quinta Zip 92253 Study Area Tract ## Lot # Square Footage 3475 Type of Development Single Family Residence No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined 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 Government Code 53080 in the amount of 1.93 X 3,475 ' or $ 6,706.75 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 r Fees Paid By CC/Union Bank of California/Pamela Dixon Telephone Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Rosita Jones Payment Received $6,706.75 � Check No. 5633187 Signaturez-__z_,, NOTICE: Pursuanfot Assembly'Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to fun from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting 'Recording Requa*d 035254 Ultkr NO. /'j(ldlWdt, fiLle lttsuiance Compefty E HCEIV(U FOR RCCORU ` AT 8:00AM Escrow No. 30124 -TC Loan No. - P Al, 17 JAN 3 Q 1998 WtiEN RL -CORDED MAIL TU: Doc. Translef Tax Gary N. Gardner Trudy A. Gardner Rlv. Co. R9wrd r of SAN&� flotlotrmr Y.O. Box 12947 ran Palm Uesort, CA 92255` MAIL TAX STATEMENTS TO: Space above this line for Recorder's Use DOCUMENTARY TRANSFER TAX S X_Computed on the consideration or value of property conveyed; OR --- • SAAiF AS ABOVE _Computed on the consideration or value less lien- or encumbrances it--iiaiht at lime of sale O :J V IVI APN: TRA: 020-015 The Undersiaged Grantor Signature of Declarant or Agent determining tax -Firm Name GRANT UEED FOR A VALUABLE CONSIDERATION, receipt of ra•hich is hereby acknowledged. TRADITION CLUB ASSOCIATES LLC, a Delaware limited liability company hereby GRANT(S) to Gary N. CardnNr PI(USTLE AND TRUDY A. GARDNER, TRUSTEE FOR t'j'lIE GARONKR FAMILY TRUST UNUFM THIS UPC'LARATION DATED 5/30/95 the real property in the City of La Qutnta County of Riverside Slate of C'alrt'onria, described as I ut t,U Tract 28410-1 ( See Exhibit "A" Attached Hereto) fated: .lurru:r r y I 1 , 1.9')K 11a1r of, (ahfutrum County` of Kkve.vr� P. ) before me, personally appeared ��pp` personally known to me tot proved to me un the bas s o_f satisfactory • evidence) lobe the personts) whose narne(s) Ware subscribed to the within instrument and acknowledged to me that he'she;tl►ey executed the same in histherrtheir authorized capactly(ies), and that by his 1 er their signature(s) on die instrument Qu person(s) or the entuy upas i. -half of which the person acted. ex_cuted the instrument. I ' ESSMYiIA,'UANDCIIfICIALSEAt. 6HAI 1111 a1•L''» r•I Ily: Its - Its: ! j TERRIE MILLER V ',�.1 comm Aft?!a51 �1�)... a� IARtVUBUC (.Alrr(NIN10 Gomm f.o Aavcna 9n0' � t i r'11,ic nr�a Cit nli„ ,al n„carrel valr re`it A"SO ;LIQ.11 Its: ! j TERRIE MILLER V ',�.1 comm Aft?!a51 �1�)... a� IARtVUBUC (.Alrr(NIN10 Gomm f.o Aavcna 9n0' � t i r'11,ic nr�a Cit nli„ ,al n„carrel valr 0319/98 12:14 STEWART TITLE, RIVERSIDE 4 760 346 6263 YI.I Mb wmPLErE = WFORMATION RPMRnrNc-,REO STEOBY; 3TSWABT TTTLE AND VnIEN RECORDED MAIL T&. CITY OF LA QUINI _ COMMUNITY DEVELOMENT DEPT, 10 GREG TROUSDELL P.O. BOX 1504 T.A OUINTA, CA 922.53 NO.442 P002 COPY of Document Recorded' ons 6` 98 ds Nu.2?30 has not been compared yviLh utigivial. F'RMNK K. JOHN6(",N Gounty' Retarder RIVERSIDE COUNTY CALIFORNIA COVENANT AND AGREEMENT r TITLE OF DOCUMENT TIUS TACE ADDED To PROVIDE ADEQUATE RPArP FnR RRCORDTNG INFORMATION ($3.00 Ad&jjmd Rae wft Fee Apples) I �- 03/09/98 12:14 STEWART TITLE, RIVERSIDE 4 768 346 6263 N0.442 P003 11 ECOKUIiNG REQUESTED Bic Gary N. (Ardner ' Trudy A. Gardner P. O. Box 12947 Palin Desert, CA 92255 WHEN RECORDED PLEASE MAEL COPV TO! City of La Quinta Community Development Department c/o Greg Trousdell PO Box 1504 La Quinta, California 92253 COVENANT AND AGREEMENT RESTItlC:'HNG TU USE OF AN ACCESSORY GUEST HOUSE AT 52-130 CffAInON COURT (THE TRADI'T'ION CLUBS LA QlJllvIA, CALIFORNIA This covenant and agreement are made and executed un this the 2& day of February, 1998, by Gary N. Gardner and Trudy A. Gardner for property descnbed herein, The City of La Quinta, a Municipal Corporation, -is hereby made a party to this agreement for the purposes set forth below. The undersigned W-cby c ettities that he is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of Califu,iiia: Lot 40 of Tract 28470-1 as per map filed in Rook 263, Pages 76-90, inclusive, of Maps of said County. In. consideration of the City. of La Quinta issuing.a building permit for certain impruvCmeiats which will be constructed on said property, the undersigned does hereby covenant and agree to and with said City to restrict the use of said property as follows: The detached guest house is intended for use by. the piuprcty owner and docs not have a kitchen (MJP 98-035). The.quest house is for sleeping purposes of the on-site residents and their nonpaying guests pursuant. to Section 9.60. 100 of the Zoning Ordinance. This Covenant and igreementshWl juin with the land and shall be binding; upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue iia etTect whole said second dwelling unit remains on the real property or unless otherwise released by the authority of the City of La Quinta. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law vi equity. This covenant and agreement and the provisions hereof are irrevocable atW nonmodifiabic COVENMUP35Gardaer-2 3 03/09/98 12:14 STEWART TITLE, RIVERSIDE 760 346 6263 N0.442 P004 r•; State of California Cnnniy of Riverside On /an ! 98 before me, Phyllis Manley, Notary Fublic, personally appeared Christine di loxi0, personally1 Mown tv 111c to be the person whose name is cnhscribed to the within instrument and acknowledged to me that she executed thu sante in her authorized capacity, and that by her signature on the instrarneAt the person or the entity upon behalf of which ffic person acted, exmutW the inshument. WITNESS my harm and official seal. Dwafficnt Description: r'^•'pnan & A� regime Resttactirll* the 1 . o an Aecessorti _west Hots at 52 130 Citation Court (33ie jWiti lu Number of Pages: .1 Z Date of Document: T. 03/69/98 12:14 STEWART TITLE, RIVERSIDE -) 760 346 6263 Nu.442 P005 except by the written consent of all parties to the agreement, illctudilig tlle City of La Quinta, a municipal corporation. The City shall have the right to enforce each and every provision: hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained In the event that the owners, their heirs, assigns or successors in interest, shall fail to perforui any obligation hereunder, they hereby agree to PaV all costs and expenses. incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. t)ated: 3 _q_ W By;4Garyv, r _ /i Mr. di_m T fustce l B( Ms. Tru diardner, Trustee Notary B4&4 ine di lorio, Plain Manager City of La Quinta covU.N MUP35Gwdner.21 03/09/98 12:15 STEWART TITLE RIVERSIDE 4-760 346 6263 . N0.442 P006 STATE OF CALRORM A COUNCY OF RIVERSIDE On this �� . before M, L Notary Public, pmun0y appeared aK personalty known to be (or pmved to the on the basis of M&ftctmy evidence) to be the persons) whose names) /dare subscribed to be within insuumm and acknowledged to lime that he/she/they e%Mted the wase in bis/her/their authorized cApwjty(ies), and that hidher/their s*On W*s) on the instrunwae the person(s), or the entity Wm behalf of which the perscm(s) acted. executed the kmbv =t- � IMF - 00 NO L� C -M 8lt7ffi v. 1898 ATTIC VENTILATION CALCULATION PROJECT NAME: C40PWK- 4MMW ROOF ATTIC DESIGNATIONJZ GROSS ATTIC AREA .4 SF. 1/300- AREA t SF. SQ -IN. 1/150 AREA SF. SQ -IN. .AREA/VENT IMF NO. VENTS REQ_ (TYPE OF VENT) COP" vrcc- Gl" -act M�rJ 1/150 AREA SF. 04- SQ -IN. AREA/VENT NO. VENTS REQ. (TYPE OF VENT) O CT Lb` iE`�S STONEY CREEK DESIGN STUDIO ROBERT S. RITCHEY ARCHITECT.. c ATTIC VENTILATION CALCULATION PROJECT NAME: 44M4MCE; ROOF ATTIC DESIGNATION GROSS ATTIC AREA SF. 1/300 AREA. SF. SQ -IN. -j/150 AREA SF. .5 9p -SQ-IN. AREA/ VENT W IMP NO. VENTS REQ._ 6-ppeu- {TYPE OF VENT) dc"m VMS_- q" -1 T ROOF ATTIC DESIGNATION LL191 SWI GROSS ATTIC AREA SF. 1/300 AREA SF. A45 'SQ -IN. 1/150 AREA + SF. SQ -1N. AREA/VENT NO. VENTS REQ. 5•& (TYPE OF VENT) O Cm f tEm -mt STONEY CREEK DESIGN STUDIO ROBERT S. RITCHEY ARCHITECT L :M ATTIC VENTILATION CALCULATION PROJECT NAME: G��1DUf ROOF ATTIC DESIGNATION r'I�%�'Z•✓'� GROSS'ATTIC AREA I,L8O SF. 1/300 AREA : j • L90 SF. SQ -IN. r 1/150 AREA ' : SF. SQ -IN. AREAWENT VENT [ NO.. VENTS REQ. a (TYPE OF VENT) ROOF ATTIC DESIGNATION �(j GROSS ATTIC AREA SF. 1/300 AREA i ��- SF. �, SQ -IN. 1/150 AREA ..SF. 4,� + SQ -IN. AREAWENT VENT { 'I NO. VENTS REQ. (TYPE OF VENT) STONEY CREEK DESIGN STUDIO ROBERTS. RITCHEY ARCHITECT m ATTIC VENTILATION CALCULATION PROJECT NAME: -M-Mi 'VM ROOF ATTIC DESIGNATION GROSS ATTIC AREA 575 SF. - 1/300 AREA' : 7,0o SF.. get) SQ -IN. 1/150 AREA SF. (p SQ -IN. a AREA / VENT - ino w lM f NO. VENTS REQ: f (7psu�nen� _ (TYPE OF VENT) OwtGa& C7go cjol act 4vrJ .. C ROOF ATTIC DESIGNATION GROSS ATTIC AREA SF. 1 1/300 AREA .CPQ SF. 67 SQ -IN. 1/150 AREA SF.174" SQ -IN. AREA /VENT 'l1y NO. VENTS REQ.blo (TYPE OF VENT) STONEY CREEK DESIGN STUDIO -ROBERT S . - RITCHEY ARCHITECT ATTIC VENTILATION CALCULATION 46 -PROJECT NAME :�1� -;�'• - - -- = .rte ROOF ATTIC DESIGNATION GROSS ATTIC AREA -SF. - 1300 '-'AREA : SF. �� -'SQ-IN. 1/150 AREA �. SF. SQ -IN. a -AREA 1 VENT ='-= (M r NO. VENTS REQ. 12 - ice, =A (TYPE OF VENT) d G c circyt ai�J ' - •:JS ROOF ATTIC DESIGNATION ROSSATTIC,AREA SF. t 1/300 AREA SF. G / SQ -IN. - - 1/150 AREA 1 t Q SF. SQ -IN. _ l 3 AREAWENT VENT .NO. VENTS REQ. (TYPE OF VENT) STONEY CREEK DESIGN STUDIO`- �- ROBERT S. RITCHEY ARCHITECT : a WA, to • 40 77- Robert S. Ritchey, Architect Stoney Creek Design Studio 42-575 Melanie Place Suite S Palm Desert CA 92211 ROOF TRUSS SHOP DWG. REVIEW: Tuesday, February 10, 1998 Mark Harold Building Inspector City of La Quinta 78-105 Calle Estado La Quinta, CA 92253 Dear Mark: Regarding : Gardner Residence, Lot 40, Citation Court, Tradition Golf Club. I have reviewed the truss shop drawings for this project and find them in substantial conformance with the drawings and specifications. It is the responsibility of the General Contractor, Truss Manufacturer, to check all dimensions, provide for all hardware required as required for this project to be successfully completed. The architect has reviewed this submittal for substantial conformance with the plans and specs only. Engineering for trusses is the responsibility of the truss manufacturer and.shall conform to all applicable codes and ordinances. The General Contractor is to notify the architect once the trusses have been installed and sheeting installed (not final nailed) for site observation by architect. All hardware to be supplied by General Contractor and or truss manufacturer. r 4- MUDSILL MASB/MAS/MAB/MAANCHORS Anchor Spacing &-� O.C. Spacing O.C. Spacing Noreplace Model A chor lBoft 6' O.C. Anchor Soft O.C. 4' -(133) (160) (133) (160)MA4 31/2' 31/ ' 21/ ' ' '6 5' 4' 31/2 3' 31/2 3' 2'/z 2' V MAS 5' 5' 31/2 31/245/MASB 2'3 6' ' 6' 4'11" 4'11"�,1. Place anchors not more than 1'from the end of each sill. 2. Spacing is based on parallel to plate load direction only. 3. For areas under BOCA Building Code Sec. 2305.16, spacing for 112" anchor bolt may be increased to B' o.c. MA4 (MA6 similar) ►urs ° Easy o M Identification after Installation Typical MAB15 Installation In Concrete (MAB23 similar, with 15" -minimum embedment) NAIL DUPLEX NAILS INTO TOP OF FORM BOARD sir Typical MAS Installation U.S. Patents 4,404,781 and 4,413,456 WEDGE FORM TIES - Typical MAB23 Installation In Concrete Block (MAB15 similar) especially designed for low foundation wall applications. • 5/a" wide formed "V" design for rigidity allows accurate form spacing and support. _ MATERIAL: Wedges -14 gauge, WT -18 gauge FINISH: Galvanized INSTALLATION: •.Use two 31/2" long Model Wall wedges for each tie. No Thickness a Not recommended for wall WT6 6 pours greater than 4' high. WTB 8 a Fits 1" or 2" nominal form lumber. WT10 10 • Wail thickness from 6" to 12". WT12 12 Typical MA4 and MA6 Installation U.S. Patents 4,404,781 and 4,413,456 MAB Misins (MAB straps separated bi concrete is SIMPSON Strong-Z5e Attach MAS 31/2" from inside of form. After concrete cures, remove nails and bend straps up 90°. Place mudsill on concrete and nail MAS over mudsill. Order wedges WT Typical ypiWT separately. Instal Typial Specify W1. AP$ -14-98 TUE 2:32 PM STONEY CREEK DES.' FAX NO, 7603405191 MEMO : - - STONEY CREEK DESIGN STUDIO ROBERT S. RITCHEY, ARCHITECT 72-925 FRED WARING DRIVE, SUITE 201 PALM DESERT, CA. 92211 (760) 341-6997 FAX 340-5181 E-mail: AHKATEK@AOL.COM Date 4/14/98 .2:27 PM FAX NO: 760-346-6263. To Chris Andrew Pierce Corporation Deep Canyon. Palm Desert CA 92253 A� Subject : Gardner Residence r wr 4o d 01TO CBtJ1 OSB board for the roof sheathing and shear walls. I have received a 27 page report from Desert Cities Development, Inc. regarding the use of OSB. board in lieu of the specified plywood. I have reviewed this report and find that the OSB is an applicable substitute for the specified plywood product so long as the appropriate OSB board is used that substitutes for the respective product. ie : The Struct-1 plywood for shear walls must be replaced with the appropriate grade stamped panel of OSB. Ihave talked with the City of La Quinta and they agree that the OSB board is an acceptable alternate so long as the appropriate grade stamped panels are used. The Framing Contractor and General Contractor are authorized to use the appropriate OSB panels for the respective roof diaphgrams and shear walls and takes all responsibility to select the att r ate _ e stampe4oaQ is for such use. Pletse call Ite Ofl Vou Vave any questions. bbert�itcheWArchitect GG z : W%C4L9 . I d9' fir► a" P. 1 REGISTERED INSPECTOR'S WEEKLY REPQRT -''''p�?-rA JON TANDY RECD 3580 Condalia Ave. Yucca Valley, CA 92284 F� 7y (760) 365-5045. TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE RUCT. STEEL ASSEMBLY ❑ S IP ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB LOCATION _ I C L I 1 t ov v G l �t ' `�r--�� V (�- REPORT SEQUENCE NO. TVP OF ` RL,ILTURE n O`J\ PERMIT NO. DATE -- DAY OF WEEK MATERIAL FSCRI!r/17 V ARCHITECT I G R� J HRS. CHARGED ENGINEER ASSISTANTS HRS. CHARGED INSPECTION GENERAL''y� SUB DATE CONTRACTOR &V� e°ACS CONTRACTOR Wt: F Gam. ig o+ L f V I -S 9)IC ( `�L- f �- xs x Yz C� x S `-j- S- mew V' -z k N (TP, c 1C 1C YL - LCOPY COPY SENT TO CLIENT ❑ CONTI ED ON NEXT PAGE ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. IGNATE OF REGIS PECOR DATE OF REPORT REGISTER NUMBER 6/20/98; 4:29PM; 3655045 => ANDREW PIERCE CORP; #1 TANDY,S INSPECTION SERV. 3655045 !:SPECIAL INSPECTION SERVICEI REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 3580 Condalia Ave. Yucca Valley, CA 92284 (760) 365-5045 P.01 TYPE OF INSPECTION PERFORMED O REINPORCED CONCRETE &STRUCT. STFEL ASSEMBLY ❑ POST TENSIONED CONCRETE D ASPHALT O REINFORCED MASONRY 0 FIRE PROOFING ❑ ❑ OTHER SOB LOCATION � Clfr O -N ICT.-. • (.J �.tc476 REPpRT 6f0UBNCf NO TYPE.OF.URUCTURE , pEwff NO. GATE DAY OF WEEK MATEPFAL 06SCAfPTfON ARCHITECT INpgTOR 14R5. CHARGEO ENGINE6 A$5MTANTS HAS. CHARGED INSPECTION DATE GENERAL �•i SUB ' CONtRACTOR r OONTRACTORr7 INA i2i Se ya-- e,01- 17 Is oq ry t S44W a -(--go Dt µ C�-- COPY SENT TO CLIENT 0 CONTINU p ON Nf%T PACED PAGE OF CERTIFICATION OF COMPLIANCE 'HERBS Y CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. I ATuR OF REGISTEREO I PECTOR DATE OF REPORT REGISTER NUMBER -.. Rei' "/. �•1� � �� . _ F G�+�-ems • r - Irto l4-�� { a 640 ji -_.�.- Ze 4,1 i .:5i?':. .�;:;.: `. '.•yam' ,57 + �l� ' `• , '•�♦' ..'x.1.4' •r, `+i •��' (`i�`: .ty}y�,� - l,• •.+Z.. �, r, -$�.` 2. fir+': >•�. H :;. ''• ';.,•` � r,: w`� ._ ":�:. . �•.:. DH f +r y isr• �y t - - - - - - - - _ ` i moi:' -Y., ,• f- r� 4 1� 1. 1 1 1 � 1 1 t .. �. „ 1' •. 1 •v: `);. '+i>�'�}�.:.•-v��,i a;-#•y,Z,*o`' • '�a. o�j. 1 1. �g.j,4 �'5` . ' �:::,. •ver It f. 1, + �...•.. �.-,._1 ...r,._.�..• `•.ri..:• .��. ; •,yi• .. 1'.:- � tyiy,. R#. ::t• v •� 1 .'n •.'� 1 1 1' l • .f• .1�• -� R •• ! :�, yr 4-I 1 .•r 1':j.i ll�" '. - 1 i f 1 1' li. ..�'r. r� .r- � 1 't !K. ,•�!,<.. Lin +7 "!>'t.�: �.� .. � :1:�. "i�: /j- . T .. . --7 r•.--: -1-..... ,-- `--,f"r.L:a`• ,�; '� , _ •:+! .:��' 3 •`�.,'. �•;. ��•.-�, ,,�' � i" ,. 4� � - is . H r• wo ram T :.. :AT:50 : 16,; EXT -- ` KVISTRE55ED F 5GHEDULE� . :.. f :' T.,1,P... r vow—FIR, 01 OR F _ BETTER .. ,TYPE ' _ • q _ ,1 .�. •:. r . . 5P 11 AN• U5E bXb DF 1 _ ` A10' • � 4' `:. { 1 1' 1•- IIS /�f SPAS, V5E • bX8 DF�1. ;; y ,; Y ^ �';� -,,;'' is :: ,1.. : ,� •,__�_... J' r' SPtAN, i%F t 6 LA • , f n:r: y' tp ' ,t'. •'t t.� is ♦_ .ti'n ,'j' •^`'``'tl'.'.•1 •-fS.{n "•:.•';"� 'Y; :�;C>♦ t' 1 - , .dY'- •�' 1. '•ti.r 1•�.. - � in:> a.:�• l t J '`:�',.'' •♦_u/-♦ :.��r i. `^d g"�'•::'....i'.' ,.1- ' ,:u ' • ,�.y :lf • .•..rr'ti''r:1,� :✓r.;t. y. "•7 tI -' :y+l-• -e.0 � ✓Vpy1 r 21 MPF0f � I �if_ ,D4 i <T , ( THAN12170t d. rry�'I�.I�/. Y��y��) x;h=:� `A. .�/ u' ��.�: .,e-:�:;� .a;�`��=-;�-'�• '�u -�' � `. �V , 'n rr •�-'a i 7 v.3n A::,i�.l �� . V: r •rl • ' J , I•f' •A ti. �'# .j.. �� , 1• .i:� .t.'..++V�•. 1 •,L :, ♦i. #'. .�I,..Y'•�' w .. - ... ...1,. , IN :4.::1 >r:.TRU55 NOTES: DOUr,-FIR 01 ORBE1'T�R TYP) i :� q. ^t roof. .overfiarx , r , 6CY®S d'ld G�ie�.` _ 6. TrMee s►1oll to Iroiull as 4X6 DFIses are to be detsk�rl®d 'to . >Yian+lactir� •c ;' 3.. ' All tt-veees arm to be rOm Gidded:e d C-1" 911011 bio taken., .. a^9r+eered by a �,oiii tJOI+p1 Ioadln9 f dJllg i wafavon to 1�cerl.ed uvn of- stash • ••, , �i �Vr � •�.•., .-..-... 1?liv�aA� T/rrda,oc, rw�o /n'h.�,�s ..n .....�..,t,...,.-' i71"4V4ilt' ■ M ■ Robert S. Ritchey, Architect Title : Gardner Residence p Job N GG -1-97 Stoney Creek Design Studio Dsgnr: Robert S. Ritchey Date: 9:25AM, 7 JAN 98 - Description : Lot 40, Tract 28470-1 :.4 f 42-575 Melanie Place, Suite S Tradition Golf Club r� 'Palm Desert, CA 92211 Scope: Structural Calculation (760) 341-6997, fax 340-5191 - Timber Beam & Joist Page 1 General Information = I Jar, Description : Beams 131 thru B-7 Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length fb - Basic Allow r _ ; =Fv - Basic Allow ' +r -Elastic Modulus :Load Duration Factor " 'Member Type ` Center Span Data Span Dead Load Live Load Results Umax @ Center ae -.. @ Mmax Cantilever fb : Actual Fb : Allowable in In psi psi `ksi psi psi 1v : Actual psi 'Fv : Allowable _ psi L Reactions Dead Load @ Left "Live Load @ Left . Dead Load @ Right iUve Load @ Right Deflections Center DL DO L/Defl Ratio• Center LL Deft L/Defl Ratio Center Total DO Location L/Defl Ratio i : o -i trnecnL^m) =-a . 0� 6x12 6x16 Paral Paralam 5 Paralam 6 5.500 5.500 5.250 5.250 11.500 16.000 12.000 -12.000 2.00 2.00 2.00 2.00 1,350.0 _ 2,900.0 :: 2,900.Q 2,900.0 85.0 260.0 ' . "_' 260.0 260.0 1,600.0 2,000.0 2,000.0 2,000.0 1.250 1.250 1.250 1.250 Sawn Sawn Glul-am � � _'GluLam 8.00 18.00 10.00 15.00 261.00 . '261,00 261.00 288.00 232.00 •232.00 232.00 256.00 47.33 239.60 73.95183.60 B - B-6 B-7, Drag LI 4.00 Paralam Paralam Paralam 9.50 7.000 5.250 5.250 t. 14.000 12.000 12.000 �`D.00 2.00 - 2.00 12.00 :.'•r3^ i E}; 7 ; 2,900.0 2,900.0 2,900.0 -0.146 260.0 260.0 260.0' -rk. &i.x; 2,000.0 "2,000.0 2,000.0 - 1.250 _V250 1.250 3,551.1 'Glul-am Glul-am Glul-am `.Bending OK Bending OK Bending OK .bending OK Bending OK 19.00 , ,13.50 12.00 47.0 112.60 260.00 72.00 `18.2 140.00 160.00 80.00 325.0 325.0 ' t25.0 325.0 ... . Shear OK Shear OK Shear OK Shear OK Shear OK 47.33 239.60 73.95183.60 136.46 114.82 32.83 4.00 r 9.00 5.00 7.50 9.50 6.75 6.00 0.00 0.00 0.00 0.00 0.00 �`D.00 0.00 J 3,089.7 8.6 1,2_60.6 6,481.7 " -0.019 -0.146 390.4 1,021.0 586.9 1,457.1 596.8 il12 260.6 I 1,683.5. 3,485:2 '3,606.9 3,606.9 3,551.1 3,606.9 3,559.0 ;sending OK `.Bending OK Bending OK Bending OK .bending OK Bending OK 'Bending OK 35.9 , _ 64.7 47.0 84.7 _ 32.2 j, "57.8 `18.2 106.3 325.0 325.0 325.0 325.0 ' t25.0 325.0 ... . Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK lbs 1,044.00 2,349.00 1,305.00 2,160.00 1,064.00 1,755.00 432.00 . ,. albs - 928.00 2,088.00 1,160.00 1,920.00 1330.00 1,080.00 480.00 c lbs 1,044.00 2,349.00 1,305.00 2,160.00 1,064.00 1,755.00 432.00 lbs -928.00 - .2,088.00 1,160.00 �� -1,920.00 .330.00 1,080.00 480.00 In In In ft (c) 1983-97 ENERCALC a:lgardner.ecw KW -060253, V5.0.2, 1 -Jun -1997 -0.022 7 4 -0.022 -0.164 -0.039 -0L26 3 --0.129 • :4,451.4 1,315.6 3,089.7 8.6 1,2_60.6 6,481.7 " -0.019 -0.146 -0.035 -08 -0.079 -0.025 5,007.8 1,4804 3,476.0 9.1 2,048.5 5,833.5 -0.041 - -0.310 -0.073 -01 --=-0.208 _ -0.0474.000 9.000 5.000 70 i 6.750 6.000 2,356.6 696.5 1,635.7 4.8 780.4 3,070.3 ;r. (c) 1983-97 ENERCALC a:lgardner.ecw KW -060253, V5.0.2, 1 -Jun -1997 MNoe, Ga Dimensions Fasteners FACE i MOUNT. Allowable Loads How to use Installed Index . (IC---- the table: I H 1. Select the - joist size. Uplift Floor (100) Snow (115) 2. Select 10d the loads (133) required. r i' 3. Select the' - most oo$t s effective hanger using . SAWN LUMBER SIZES the Installed Cost Index - ; (ICI). _ Hangers HU46 MIN are listed 39/,6 by relative ' _ installed cost, ; 4-10d = from low to i 665 high. The — 'L.owesP ' hanger has 1340 +163% the lowest - HU46 MAX installed cost `. in each Joist 21/2 Size group. - ?; 4. The ICI gives - 905 comparative - ` cis costs, and -. U4 includes labor Cff1 fastener and s hanger costs. " 39/,6 Material and 2 charges 4-16d ...,labor may vary. 1140 Do not use _ — the ICI for — 1i150 job costing. _ 5. Referto - - 16 Simpson's 47/8 Installed Cost 8-10d 8-16d Guide for 7033 relative 710 installed 1065 costs. 36 iH� MNoe, Ga Dimensions Fasteners Down Un Allowable Loads Installed Index . (IC---- W I H B Header Joist Uplift Floor (100) Snow (115) Roof (125) 10d 16d (133) (160) 110d16d tOd E 16d tOd 16d SAWN LUMBER SIZES 4x6 HU46 MIN 14 39/,6 53/16 2'/2 — 8-16d 4-10d 9474 665 725 — 1070 — 1 .1235 — 1340 +163% HU46 MAX 14 39/16 53/16 21/2 — 12-16d 6-1Od 11383 905 1085 — 1610 — 118501 — 2010 +185% LUS46 18 39/,6 43/4 2 — 4-16d 4-16d 6076 1140 1165 — 1000 — 1i150 —I .125U Lowest U46 16 39/16 47/8 2 8-10d 8-16d 4-10d 7033 590 710 890 1065 1020 1 1225 1110 1330 + 37 4x8 LUS48 18 39/ie' 63/4 2 — 6-16d 4-16d 7750 1140 1165 — 1265 — 11455 — 1585 +40% HUS48 14 39/,8 615/,s 2 — 6-16d I 6-16d 11190 1550 1550 — 1 1505 — .1730 — 18851+203% HU48 MIN 14 39/,6 613/16 21/2 — 10-16d 4-1Od 11383 605 725 — 1340 — 1540 — 7675 +213% HU48 MAX 14 39/16 613/16 21/2 — 14-16d 6-10d 14566 905 1085 — 1875 — 2155 — 2345 +235% LUS48 18 39/,8 63/4 2 — 6-16d 4-16d 7750 1140 1165 — 1265 — 1455 — 1585 Lowes LUS416 18 39/16 83/4 2 - 8-16d 6-16d 10906 1550 1550 — 1765 — 2030 — 2210 +19% 4x10 U410 16 39/16 83/a 2 14-1Od 14-16d 6-1Od 11000 890 1065 1555 1860 1785 2140 1940 2330 +74% HUS410 14 39/,e 815/te 2 — 8-16d I B -16d 14550 2160 2590 — 2010 — 2310 — 25101+154% HU410 MIN 14 39/1e "86/6 2'/2 — 14-16d I 6-10d 145661 905 1085 — 1 •1875 — 2155 2345 +'2 . 32 % HU410 MAX 14 39/,e. 85ie' 21/2 - 18-16d ID -10d 15166 1505 1810 — 2410 — 2775 — 3015 +253% LUS410 18 39/16 83/4 2 — 8-16d 6-16d 10906 1550 1550 — 1765 — 2030 — 2210 Lowest LUS414 18 39/,6 103/4 2 — 10-16d 6-16d 12750 1550 1550 — 2030 — 335 — 2540 +33% U410 16 39/16 83/9 . 2 . 14-10d 14-16d 6-10d 11000 890 1065 1555 1860 1785 2140 1940 2330 +46 % 402 HUS410 14 39/16 815/is 2 1 8-16d 8-16d 1 14550 2160 2590 — 2010 — 2310 — 25101+114% HUS412 14 39/,6 101/2 2 — 10-16d 10-16d 16033 2700 3240 1 2510 — 2885 — 3140 + 129 -le- HU412 MIN 14 39/16 105/16 2'/2 - 16-16d 6-1 Od 14316 905 1085 — 2145 — 2465 — 2680 +268% HU412 MAX 14 39/16 105/16 21/2 — . 22-16d 10-10d 15933 1505 1810 — 2950 — 3390 — 3685 + 290 LUS410 18 39/16 83/4 2 — 8-16d 6-16d 10906 1550 1550 — 1765 —. 2030 — 2210 Lowest LUS414 18 1 39/ie 103/4 2 — 10-16d I 6-16d 12750 1550 1550 — 2030 — 19335, — 2540 +33% 014 U414 16 39/is 10 2 16-1Od 16-16d 6-10d 11000 890 1065 1775 2130 2040 2445 2220 2660 +93% HUS412. 14 39/1e 101/2 2 _ ._ — _ 10-16d 10-16d 180331 2700 1 3240 — 2510 — 2885 —_ 3140 +129% HU414 MIN 14 39/16 12% 21/2 — 18-16d .8-10d 151661 1205 1 1445 — 2410 — 2775 = 3015 +333% HU414 MAX 14 39/16 125/8 2% — 24-16d 12-10d 18196 1810 2170 — 3215 — 3700 :."— -4020 +-355% U414 - 16 39/,8 -10 2 16-10d 16-16d 6-1.Od 11000 890 1065 1775 2130 2040 2.445 2220 2660 Lowest 016 HUS412 14 39/16 10'/2 2 — 10-16d 10-16d 18033 2700 3240 . — 2510 — 2885 — 3140 +19% HU416 MIN 14 39/,6 135/6 21/2 — 20-16d 8-10d 15933 1205 1445 — 2680 — 13080 — ; 133501+ 167 % HU416 MAX 14 '39/is 135/8' 21/2 — 26-16d 12-10d 1 18196 1810 2170 — 3485 — 4005 14355 +178% U66 16 51/2 5 2 1 8-10d 8-16d 4-10d 70331 590 710 890 1065 1020 1225 1110 1330 ' 6x6 HU66 MIN 14 51/2 43/,e 21/2 — 8-16d 4-16d 9474 715 860 — 1070 — 1235 — 1340 HU66 MAX 1 14 51/2 43/16 21/2 — 12-16d 6-16d 11383 1070 1285 — 1610 — 1850 — • 2010 t. U66 16 1. 51/2 5 _ 2 8-10d. 8-164 4-1Od .7033 590 710 890 1065 1020 1225 1110 1330' 6x8 HU68 MIN 14 51/2 513/,s 21/2 — 10-16d 4-16d 11383 715 860 — 1340 — 1540 — 1675 HU68 MAX 14 51/2. 5i3/is 21/2 — -" 14-16d 6.16d 14566 1070 1285 — 1875 — -' 2155 — 2345 ' U610 16 51/2 81/2 2 14-10d 14-16d 6-10d 110001 890 1065 1555 1860 1785 2140 1940 2330 - 6x10_ HU610 MIN 14 51/2 75/8 21/2 — 14-16d 6-16d 145661 1070 1285 — 1875 — 2155 — 2345 ' HU610 MAX 14 51/2 75/e 21/2 — t8 -16d 8-16d 15166 .1430 1715 — 2410 — 2775 — 3015 ' 6x12 HU612 MIN 14 51/2, 93/a 21/2 — 16-16d 6.16d 14316 1070 1285 — 2145 — 2,465 — 2680 ' 110612 MAX '14 51/2 93/8 21/2. — 22-16d 8-16d 15933 1430 1715 — 2950 — 3390 — 3685 ' 6 HU614 MIN 14 51/2 115/6 21/2 — 18-16d 8-16d 15166 1430 1715 — 2410 — 2775 — 3015 ' x14 HU614 MAX 14 51/2 115/8 21/2 — 24-16d 12-16d 18196 2145 2575 — 3215 — 3700 — 4020 ' 6x16 HU616 MIN 14 51/2 12"/ie 21/2 — 20-16d 8-16d 1 15933 1430 1715 — 2680 — 3080 — 3350 ' HU616 MAX .14 51/2 1211/,6 21/2 1 26-16d 12-16d 18196 2145 2575 — 3485 — 4005 — 4355 ' 8x8 HU88 MIN 14 71/2 65/B 21/2 1. — 10-16d 4-16d .11383 .715 860 — 1340 —.11540 — 1675 ' HU88 MAX 14 71/2 65/B 21/2 — 14-16d 6-16d 14566 1070 1 1285 — 1875 — 2.155 — 2345 ' 8)(10 HUS10 MIN 14 71/2 83/8 21/2 —. 14-16d 6-16d 14566 1070 1285 — 1875 — 2155 — 2345 ' HU810 MAX 14 71/2 83/8 21/2 — 18-16d 8-16d 15166 1430 1715 — 2410 — 2775 ' 8x12 HU812 MIN 14 71/2 101/8 21/2 — 16-16d 6-16d 14316 1070 1285 '— 2145 — 2465 — 26k 8x1 1 HUB14 MIN 14 ' 71/2 ' 11 r/e ' 21/2 22- — 18-16d 8-16d 8-16d 15933 5166 1 1430 /7 1715 — — 2950 2410 390 — 2775 — 685 3015 - U8 MAX 14 2 111/6 2'/2 — 1 12-1 1 196 45 57 — 32 — 00 4 806 HU816 MIN 14 7'/2 135/6 21/2 — 20-16d 8-16d 15933 1430 1715 — 2680 — 3080 — 335 HU816 MAX 14 71/2 135/8 21/2 — 26-16d 12-16d 1 18196 2145 2575 — 3485 — 4005 5 PLATED TRUSS SIZES HUS26 16 15/s 5'/e 1 3 1 114-16d 6-16d 110000 11550 1 1550 — 1 2565 — 129501 — 132051' 1PLY - HUS28 16 15/e 7 3 — 22-16d 8-16d 13167 2000. 2000 — 3585 — 3700 — 3775 HUS210 16 15/6 9 1 3 1 130-16d 10-16d 1 18833 12845 1 3000 — 1 37751 139201— 140201' Received: 8/19/98; 2:55P,M; JUN -15-98 MON '3:05 PM Monday, June 15, 1998 Mark Harold City of La Quinta 78-105 Calle Estado La Quinta, CA 92253 Dear Mark: 7803405191 => ANDREW PIERCE CORP; N1 STONEY CREEK DES, FAX NO. 7603405191 P. I STONEY CREEK DESIGN STUDIO ROBERTS. RITCHEY, ARCHITECT r 72-925 FRED WARING DRIVE, SUITE 201 PALM DESERT, CA. 92260 Regarding Gardner Residence, Lot 40, Citation Court, Tradition Golf Club Structural inspection of rough framing. Note the following I have completed the building structural observations for the above residence and find substantial conformance with the plans and specifications. The only items that require additional work are the following : 1. Install missing holddown straps at master bedroom and guest house shear walls. These should be done at this time since I performed by Inspection several weeks ago and the Contractor has Informed me that they are installed. Architect Architect of PHONE: (760) 341.6997. FAX: (760) 340-5191 E MAIL : AHKATEK @ AOL.COM GARNER VALLEY STUDIO OFFICE : (909) 659.4152 PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: STEWART TITLE AND WHEN RECORDED MAIL TO: CITY OF LA QUINTA_ COMMUNITY DEVELOPMENT DEPT. C/O GREG TROUSDELL P.O. BOX 1504 .LA OUINTA. CA 92253 ' oRecorded < __2 s 0. oeen comooved with K. JORINSON -:)-,ordeT I RIVERSIDE COUNTY CALIFORNIA SPACE ABOVE FOR RECORDER'S USE ONLY COVENANT AND AGREEMENT TITLE OF DOCUMENT Certified to be 2. true end correct copy of the docLme,t:; rocorded As inst-r=f-n� , jc, STE-1.,VART TITLE %'1'-3N",PANY Ely iI ;is Uoulls;,ij, was tiled tor recoraing by STEWART TITLE CO. as an accomodation onty. M 03 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (53.00 Additional Recording Fee Applies) RECORDING REQUESTED BY: Gary N. Gardner Trudy A. Gardner P. O. Box 12947 Palm Desert, CA 92255 WHEN RECORDED PLEASE MAIL COPY TO: City of La Quinta Community Development Department c/o Greg Trousdell PO Box 1504 La Quinta, California 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF AN ACCESSORY GUEST HOUSE AT 52-130 CITATION COURT (THE TRADITION CLUB), LA QUINTA, CALIFORNIA This covenant and agreement are made and executed on this the 26'h day of February, 1998, by Gary N. Gardner and Trudy A. Gardner for property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this agreement for the purposes set forth below. The undersigned hereby certifies that he is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: Lot 40 of Tract 28470-1 as per map filed in Book 263, Pages 76-90, inclusive, of Maps of said County. In consideration of the City. of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to and with said City to restrict the use of said property as follows: The detached guest house is intended for use by the property owner and does not have a kitchen (MUP 98-035). The guest house is for sleeping purposes of the on-site residents and their nonpaying guests pursuant to Section 9.60. 100 of the Zoning Ordinance. This covenant and agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said second dwelling unit remains on the real property or unless otherwise released by the authority of the City of La Quinta. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This covenant and agreement and the provisions hereof are irrevocable and nonmodifiable COVENMUP35Gardner-21 This document was tiled tot recording by STEWART TITLE CO. as an accomodation only. It has not been examined as to its execution or as to its effect upon the title or its recordability. State of California County of Riverside On /a`� A 8 before me, Phyllis Manley, Notary Public, personally appeared Christine di Iorio, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) At PWUJS MANGY COMM. • 10427% Notary P'Jft — CAOMM RNERSDE COUNTY C«m+. E:P2 I .Ocr la We Document Description: Covenant & Agreement Restricting the Use of an Accessory Guest House at 52-130 Citation Court (The Tradition Club) Number of Pages: 2 Date of Document: except by the written consent of all parties to the agreement, including the City of La Quinta, a municipal corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. Dated: 3. — q — 9 By: Mr. Gary K Gardner, Trustee B: Ms. Tru . Gardner, Trustee Notary B Christine di Iorio, Planni Managet City of La Quinta C O V ENMUP 3 5 Gardner -21 STATE OF CALIFORNIA COUNTY OF RIVERSIDE On this 4 DIM1 before me.e,1� , ++ / Notary Public, personally appeared 7Qy� %x01r�ot' Tvmd. P VPer&U- iter personally known to be (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to be within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ,:�:ti•IOil • .r tl r.�i ti R., �•�.ri,• �'•!i!3�tss• V SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED U KoU �.JL/ a co % tJ � SAMPLE INFORMATION SUPPLIER JDAT(C� DRESS PHYSICAL O r C L 'A �l 1 l� 1, �� V PERMIT NUMBER JOB g g V L\ t 1\ TYPE OF STRUCTURE ARCHITECT ENGINEER ®L) GENERAL CONTRACTOR SUB PNTRACTOR DESCRIPTION OF WORK INSPECTED SAMPLE INFORMATION SUPPLIER QRS Elt LA -M A W et�jo t 0 LOCATION Ib 3 S w (� WeLotoyIf - 4A-'t�S al'�li�►V c Ir•TiL�. %oNL•1pLTi �.a1 Iw- WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER P lJ1� 4-,z Li4 & C. om- cas OAA k- ' I zA m- PAS -, 5Q , moo—. LAS � L) r JZdp o eco . I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: INSPECTORS SIGNATU (,,ag-7f-" INSPECTORS CERTIFICATION AGENCY AND NUMBER SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER SAJNPLED AIR TEMP STEMPE SLUMP TIME IN MIXER LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. CC: INSPECTORS SIGNATU (,,ag-7f-" INSPECTORS CERTIFICATION AGENCY AND NUMBER 0 TRADITIONS GOLF CLUB Al � �I I Ul I:� between the house and property lines can be taken. Plan conformance will be made by field measurement with die general contractor or job superintendent. 2. Landeieatpe lugs bora Three (3) landscape inspections will be made with the landscape contractor and the landscape architect. or representative, on site. There are 1) Rough Gtadiag and drainage System inspection; 2) Plant Material and Placement: eonforniatioa 'of pla m species, quantity, size mrd placement will be trade before planting. Location acct arnnawwat of headerboards and special amenities will be inspected at this time; and' 3) Final Landscape inspection: irrigation system and carnage, grass and and seeding, ground cover and flower detaining, vine training, landscape lighting, etc. will be examined at this time. It will ' be the general contractor's responsibility to call for these inspections at the proper time and coordinate with lite ARRC. 3� ADRC flan Cotaa[oraoaace Imtpeedon After Complexion of _ the landscape inspection (above). ADRC inspection will be made to detex nm if the how and surrounding ingwwmmeets have bean built according to the approved plans and revisions. If these have been complied with, a reoordable notice to that effect will be issued tp the Owner. This inspection will be made pilar to the call for occupancy permit inspection. This inspection acquires 48 -boor advance notice. Mom Construction Prucess CONsMUMON Gumim Es General Site Cleanup and Trash Handling: • Mw contraom is responsible to maintain fila site in a neat and oaWy condition at all times. Special attention dwuld be taken to remove all debris at the end surrounding n+ea is cleaned on Fridays and prior to all holidays. + ' Each site is required to maintain a dtmnpstar. which should be picked up and eanptied an a rMulatr basis ideally the dumpsw should be picked up oh Fridays so that they sire empty over weekend pe rioda. • TLe ADRC will empiay a laibcou or trash. pickup saviee to clean yaw site if it is not maintained in an acceptable condition, double the cost of this work will be paid by the Contractor. a PARING - Whe:re'w possible:. the perking of all " construction vehicles, trailers and stomp of equipment should be off of the street. Ia most cases arrangements can be made to assist you in obtaming these approvals. ' + under no cit+camstances; , ate construction veehicks, a storage containers or delivery vchicks to block the entrance to or driveway of another re sWooe. %0 03 e. No constracdon vehicles are peamitied to be puked on o the site for ovunight or weekend periods. _; a When thecae is a weed for a mmp up to the construction .n site or adjacent property, amps are to be constructed of 12) metal Pilings of dud (dirt ramps) are unacceptable and g will not be tolerated. o L4 Tradition Cownunky AWhiEaCbMW Design Guide hw 42 oz • Containcra and sheds are to be ]sept neat and clean and will contain no exterior advertising. One sbouid talcs care to place the storage containers to minimize the impact on adjacent residues and the street. • CONCRUM SPORS - Cern n to trucks are not to be washed on the strut. Bach of you im designate a wash down arta that will eliminate any runoff firm streets or oro adjacent developed propeities. Note hm 86 (wodmeelk) comm deliveries must be scbxhdcd within dw o time frames. • lite Contractors will be responsible for any damage to other homeowners associations within the la Quints Cauwq Club gates. • STOCK PRMM OF DOLT - All dirt not qm fkaUy designated for a specific .pwWw on site (L& fine grading, baddill and mounding) mist be removed fi+om the site within 10 days of being collected. All dart being stored for future = must be watered an a regular basis to minimize blowing dust. Construction Pnx:ess GENERA. RULES • All individuals are advised that no music, of any kind, be allowed wtule on toe Tradition Community lames• • All individuals arc prohr'bbed fmmu access to canmton areas. They ate restricted so that site which they have been authorized access. • Under no conditions are any iadividnalsallowed usage of any Tradition . Community fuillty or private residence amenities. • Drugs and alcohol ace strictly fodnddcn on the Tradition Community poperdes. • Prix to the, eomhmerhcimg of construction, each Owner and their contractor will meet with the ARRC at one of o their negolady scheduled meetings to discuss the site anaopment for construction (.e., kxMIk a of trailer. Portable toilets. equipment storage. storage containers OD and patting of construction vehicles) and to review these guidelines to armor that they are fully undawood o and agreed to. N Tmdbm Cw txvV / =NUcttaat Design (3uideixm w m 43 z In closing. the Tradition Community Arc6itectutal, NO Landscape Committee, in concert with the Tradition Community Board of Dinectors, has set froth the above conditions for all contractors to abide by and they inbmd to monitor and enforce these regulations and construction practices to the fullest cattcaL I have read, reviewed and igmed to the Tradition Community AtchitocwW t3ttidelittes as set forth in this document: (OWNER) (CONTRACTOR) CoNTACr 0yrum Pam To BttGVHMtc C VffMU(TML IT Orr TA= UP To 6 WMM To kMALL TEWMMY Pvwm. h6RIAL IRRIGATM D raicr WRL NM) TFls SrrWVLA)OR PLAN AMID IAAD CAL UTA110M To DO8R M THE ELEcrn1GL NEEDs OF EACH Rte. BE SURE To SEND IE't'm OF bn)9 mCA7wN To AwACENT LOT OWNERS Ip You Wtsi}t To USE THtR PRCPEM FOR SIMA(E OF MATERL41S DURM C MMUCIiON. . Tics LEMA MUST BE Strrmo AND RErURNFD To TttE CAwKn l m's OFHcEL Constraction Process Tradltbn Conwnuity Architectural Design Guidelines 44