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SFD (0006-421)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date /ate tt f t NQ Signature of Contractor" OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structureiis not intended or offered for sale (Sec. 7044, Business & Professionals.Code):j , ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). i 'It ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner V, 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-ing&6 for workers' compensation, as provided for by Section 3700 of the_ Labor Code, for the performance of the work for which this permit'is issued., ( ' I have and will maintain workers' compensation insurance, as required by Sec"tion 3700 of the Labor Code, fohhe performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. ST.&M, Full D (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ anyperson in any manner so as to become subject to then workers,�compensation laws of California, and agree that if I should become ye ,e{to the workers' compensation provisions of Section 3700 of thefLabor , I shall forthwith comply with t os"progsions. } "` r1r1 Applicant _ . ^) Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance ofsuch 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes,.,,, t ,,,Signature (Owner/Agent) y- } < Date ;_ BUILDING PERMIT PERMIT# DATE VALUATION LOT a TRACT JOB SITE ADDRESS 52e•591 AW.MDA M: 110. OWNER CONTRACTOR /DESIGNER / EN (NEER t �L49 1k 11rTZ<T,1f PACUAIC TIR"E:; CONffr CUMIONT (XITe"' R. CA. 92054 S OC",7.,,t��i•;IME CA 92054.. Ofr+iTi�irtsfJ9 �►i i�'Ss USE OF PERMIT S2710 -1,0T s >'i.,Aza., UN FF°'.X..:Pi `t iii j �� ' " if'%° D011n? NO'l' INC1..UDE APPROACH TPA' 1 C0143TXUCTION IE3$2.00 2F i?t2pRCppi�dd//�A//ATAr(�',%yppyp �ry� }yp109.00 •! ti.OA:�SNiel,:$tw<I�RF4�.C!..'f (ip) 91010.00 f, ��jj.r��»»pp��//gy�pp AA+.qt���vv��,, ,��nn�� y���s�, ,��y�yy� .rgaq"y�y��y-p �g�n p,� R3A7X,.FdN.FYlkrlt.4'rP� QSTOi. rV.N.L'tll�.L+Ei.L"C170SY q 9 :tea Ri'7,us.00 . C0119TRUC:TiONVot 1.01-600,416.0 1 t..AN Circ„ IC, FEE loll -000-439-318 3185.7.1 M. ITH'.P NIC.fi�L ZE 101TGL -42 x-000 $55,50 ,frLEC:'f 11IC,A.L 4`19 101-tM,rL`-420-000 $106.07 SUOMI MOT1014 i?EM - RI'`.' XD 101-000-241-000' ERTNIQY11M 101.000-423000 MVP11'.t..eiM IMPACT McEp $'RVOWIF PLAN 101 m000.44,'I -M $100,00 DEPOSIT 101-000-439-318 4750,.00 V.1 KMTOTAL CONURU-C°U09 Aha) KAt4 CMM `F3,380.2a 11111.9:3 FpAiDEMM »$250,00 q ;� ��p� +�, �+ �qp �yyy�� dgiTld AL h1.'!1.6iRS,YILF �1•�i�S'ek7 DUNKNOW MAL RiZdv'Fr vi RECEIPT DATE BY DATE FINALED INSPECTOR INSPECTION RECORD OPERATION j DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Slab Grade �_� Z S% Ducts Return Air Steel Combustion Air Roof Deck Z� �-4p Exhaust Fans O.K. to Wrap Framing iL=�- vc9 �L ,(} - 0 o 57 57 F.A.U. Compressor Insulation l Z - a19 S-7 Vents ' Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wali Firewall Exterior Lath Z - t ff - o Drywall - Int. Lath /2 - ZZ- o•o 5;7 Final I ST BLOCKWALL APPROVALS Final POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines 57 Heater Final Water Piping ��— Plumbing Final . Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Gas Piping 57 Encapsulation Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: Building S 2 —S I I Address Owner Mailing Address 4 4 " P.O. BOX 1504 t 78-495 CALLE TAMPICO QUINTA, CALIFORNIA 92253 City I Zip Tel. Contactor T Q Address � I p State Lic. p City l & Classif. !> 3g Lic. a 19 S Arcn., tngr., I Designer Address Tel. City Zip State Lic. # r' LICENSED CONTRACTOR'S DECLARATION ' 9 (commencing with Section my license is in full force and \ OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason; (Sec. 7031.5,ausiness 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 requires the applicant for such permit to file a signed statement that he is licensed pursuant to 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 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). (7 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves (hereon and who does such work himself or through his own employees, provided that such iinprovements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) 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.) - I'] I am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION Ihereby 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 r] Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, 1 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: It, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby 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 aQplicant Date Mailing Address City, State, Zip 1• A1�_ `I APPLICATION ONLY BUILDING: TYPE'CONST. OCC. GRP. A.P. Number )-1-2) ? of - 0 16 Legal Description LC1`4� Project Description Sq. Ft. Size New ❑ Add ❑ No. No. Dw. Stories Units PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS Alter ❑ Repair ❑ Demolition ❑ 'r `L AMOUNT )- I 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 R FINAL DATE INSPECTOR Issued by: Date ?ermit-11 V�_* Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION ry Desert Sands Unified School District ` 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 Date ll/l/00 No. 21158 Owner NameDavid Ross Miller No. 52-591 City La Quinta CERTIFICATE OF COMPLIANCE Street Avenida Mendoza Tract # BLK143 U1 Lot # 3 APN # 773-302-016 Jurisdiction La Quinta Permit # 0008-421 Log # Zip 92253 Study Area Square Footage 1382 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 2.05 X 1,382 or $ 2,833.10 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 CC / Capital Bank of North County / David Miller Telephone 760-967-0069 Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Annette Barlow Signature Payment Received $2,833.10 Check No. 19555 NOTICE: Pursuant of 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 run 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 Aus=29'2000 ,06:24pm From -COMMONWEALTH LAND TITLE +7603413115 T-979 P.001/001 F-981 RECORDING REQUESTED BY: CHICAGO TITLE COMPANY" COMPANY 10088N3KC 207057T6773 qq�� WHUNL ^OO R S �jD PL��ARREM��TS � DAVID ROSS MILLER o19 S. TREMONT i - 9, OCEANSIDE. CA 92054 SPAC ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED • �6=T�O�r The undersigned grantor(s) declare(s): Documentary transfer tax is $44.00 (XM) Computed on full value of properly conveyed, or ( ) Computed on full value less liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( ) City of and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WILLIAM R. RILEY, TRUSTEE OF THE WILLIAM R. RILEY 1990 TRUST nereby GRANT(S) to DAVID ROSS MILLER, A MARRIED MAN AS HIS SOLE AND SEPARATE PROPERTY the real property in the City of LA.QUINTA, County of Riverside, State of California. described as: Lot (s) 3 nd 4, ock 143, it No. 15, Tract Santa Carmelita at vale La nuinta, as per map recorded in Bo age(s) 92 inclusive of maps,, in the office of the County corder of s ounty. Dated June 19, 2000 State of California County of } S.S. or. before me. _ personally appeared personally known to me (or proved to me on� the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in nis/her/their authorized capacity(ies), and that by Tris/her/chair signature(sl on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. WILLIAM R. RILEY, TRUSTEE Signature (This area sox official notarial seal) MAIL TAX STATEMENTS TO: RC DISTRICT PLANNING REVIEW FORM This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District, in order to determine the applicability of compatibility issues or need to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to the Building and Safety Department as your correction list. Please attach additional explanations as necessary. APPLICANT PACIFIC TRADER SITE ADDRESS 52-591 Avenida Mendoza APN- 773 _ 302 - 016 BIN NO.: CASE NO.: 2000-308 LEGAL: LOT 3 BLOCK 14 3 'UNIT 15 S.C.@V.L.Q. CIJECKED BY: Fred Baker DATE: Inform the assigned Building plan checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to track applications and assign case numbers. REQUIRED ITEM Y N COMMENT/CORRECTION Compatibility Review. Case logged and number assigned _. Verify legal and APN information PMENT DEPT TE Consistent with MDG on file (as.applicable EX 1Bii MDG filing required (5 filings since 9/3/98) Consistency with street/surrounding area: Colors Materials Architecture Other Requirements: f(Certifica''te of Occupancy. City, of La .'-Q.uinta Building'and. Safety Department This Certificate issued pursuant to the requirements of Section. 109 of the Uniform Building Code, certifying that, at. the time of issuance, this structure. was in compliance with the various ordinances of the City regulating building* construction or use.. For the following.- BUILDING ollowing:BUILDING ADDRESS: 52-591 AVENIDA MENDOZA Use Classification: SFE) _ Bldg.. Permit No.: 0008-421 Occupancy Group: R 3 Type of Construction.: VN Land Use Zone: ' RC Owner of Building: DAVID ROSS. MILLER Building Official Address: 1719 S. TREMONT City: OCEANSIDE,'. CA 92054 By: STEVE TRAXEL Date: 02-09-01 POST IN A CONSPICUOUS PLACE . ..... ....... ....... . .......... <>>`''`:`:. XX... ............ X.: C!"' of La Quinta ty Building at Safety Division P.O. Box 1504 !::04r,mit 78-495 Calle Ta Mplco La Quinta, CA 92253 Building Permit Application and Tracking Sheet Project Address: Owner's Name: w'Le A. P. Number: Address: Legal Description: City,ST, Zip: Contractor: Telephone: Address: Project Description: Ciry.ST, Zip: c -41c rl Telephone: ......... h. z/JJov State Lic. # City Lic. #: 40C1776,aYDIV Arch.. Engr.. Designer: Address: - City. ST. Zip: Telephone: ... ....... Construction Type: Occupancy: State Lic. #: ..... . ..... Project type (circle one): New Add' n Alter Repair Name of Contact Person (_)'� Sq. Ft.: Units: Telephone 4 of Contact krson: _X41) -2 X.. Estimated Value of Project: . .... .... PRU ............... ..... rk ;M SU bmittal .... .. d"' .:X q ...... .............. X PtaaSX X X S MI ..:X IVM ::: X.... .. . ........ ...... 'X ........ X-.-X-;-- Str .......... . . ... Yl..: .00 N .0m -X 'TI, C k, ... russ, . ....... ...... . ............. . .......... ... lkd;. ... . ...... . X. v aft I -P.,er"a Title 24 Calki.x ::X. ........... .... X: X X. ............ jj::: ........ ..... Grant -Deed", .4 V-0.30 M"', X. ............ .. ............. ........... .. .... ..... ......... SchDDLFi >:: jx_: i:: XX, V X X ogfrac66 ............ D "Mil, ... ............ ..X ... ",F.`...:I ... .... ::X: . . .... . ......... . ..... ... am BU'SiU%-*'::;: r-- .... .. X .......... ..... .. .. .... .. X. ...... 'xxxxxx: Planning Pub: VAis..<." U.0 Fire:Man'A M Dept. -Ag I= RM I MiTek° Re: d 10646 PACIFIC TRADES/SAN FELIP MiTek Industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200. RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc.,under my direct supervision based on the parameters provided by J M W Pages or sheets covered by this seal: R5166162 thru R5166162 My license renewal date for the state of California is August 30, 2004. f07 W,4991 EXP 9-30-04 sf CNI1. �eOF CALWO- Yu, Ray December 5,2000 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. 'i C T. 1 0 1 �-'�I 0 1.1 1 U .; 0 1.1 A M .. W I P. U')` T L' fil 'i h/_ C. ;j 0. 00 11 u - U 0 / I r'• i JMW TRUSS YUMA,AZ $5365 Name: LA QLIINTA Mdress: city: Telephone: 52C-726-6874 Sta::e: Fax: 520-344-4303 sanf 1p4 Scale: 1 96 IDate: 10/3/00 1 Drawn By: 1-6-0 5-1-0 I + 8-9-12 12-6-8 16-3-4 I 20-0-0 I 23-8-12 27-5-a t - I 31-2-4 34-11-0 4o -male 4-- -73.9 I f 1 I �-� 1-6-0 5-1-0 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 5-1-0 1-6-0 4.00 r1 Z - 3x4 5x5 ; 3x4 6 to 5 3x4 ; 4 (6 3 to i1 1 2 23 3 �1 3x40 0 3x12 = 24 2x4 II 8x10 M18 WB = 3x5::- 2.00 Ff 5x5 - 7 3x4 fuss cuss ype 8 3x4 5x5 y P"AC1FfCTRADE575AN-FELtP 9 Plates Increase 1.25 10 3x4 R5166162 ro-b D10646 A ROOF TRUSS L771 Vert(TL) -1.90 19 >251 M18 151/147 1-6-0 5-1-0 I + 8-9-12 12-6-8 16-3-4 I 20-0-0 I 23-8-12 27-5-a t - I 31-2-4 34-11-0 4o -male 4-- -73.9 I f 1 I �-� 1-6-0 5-1-0 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 5-1-0 1-6-0 4.00 r1 Z - 3x4 5x5 ; 3x4 6 to 5 3x4 ; 4 (6 3 to i1 1 2 23 3 �1 3x40 0 3x12 = 24 2x4 II 8x10 M18 WB = 3x5::- 2.00 Ff 5x5 - 7 3x4 SPACING 2-0-0 8 3x4 5x5 DEFL (in) (loc) I/defl PLATES GRIP 9 Plates Increase 1.25 10 3x4 M20 185/148 2119 11 1.25 263 Vert(TL) -1.90 19 >251 M18 151/147 6x8 - 171 6 4 Rep Stress Incr 12 13 1M _ 15 Horz(TL) 0.91 12 n/a 8x10 M18 WB z-: 14 3x12= 3x4::z 3x5 = 2x4 11 LUMBER 1 5-1-0 8-9-12 + 12-6-8 I 16-3-4 20-0-0 I 23-8-12 1 27-5-e 312-4 1 34-11-0 40-0-0 5-1-0 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 3-8-12 5-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.84 19 >565 M20 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -1.90 19 >251 M18 151/147 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.91 12 n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 153 lb LUMBER BRACING TOP CHORD 2 X 4 HF 165OF 1.5E TOP CHORD Sheathed or 1-9-11 on center puffin spacing. BOT CHORD 2 X 4 HF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 HF Stud/Std-G *Except* 7-19 2 X 4 HF No.2 REACTIONS (Ib/size) 2=1519/0-3-8,12=1521/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=27, 2-3=-6683, 34=-6562, 4-5=-5931, 5-6=-5217, 6-7=-4468, 7-8=-4468, 8-9=-5237, 9-10=-5948, 10-11=-6579, 11-12=-6698, 12-13=27 BOT CHORD 2-24=6327, 23-24=6342, 22-23=6285, 21-22=6287, 20-21=5675, 20-25=4984, 19-25=4991, 19-26=5008, 18-26=4999, 17-18=5691, 16-17=6304, 15-16=6302, 14-15=6357, 12-14=6341 WEBS 3-24=-61, 3-23=-38, 4-23=110, 4-21=-626, 5-21=287, 5-20=-734, 6-20=436, 6-19=-818, 7-19=2555, B-19=-840, 8-18=453, 9-18=-730, 9-17=284, 10-17=-627, 10-15=111, 11-15=-36,11-14=-62 NOTES - 1) This truss has been checked for unbalanced loading conditions. 2) 571b AC unit load placed on the bottom chord, 21-0-0 from left end, supported at two points, 3-0-0 apart. 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing atjoint(s) 2, 12 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard CITY OF LA QUINTP BUILDING & SAFETY DE APPROVED FOR CONSTRUCT"' DATE BY S A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- `89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, wl 53719 MiTek Industries, Inc. pROfESsjo�L nE�nNG Y �2 � G � NO. C01997 m EXE S+ % 5,2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 'Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. c2 C3 J5 2. Cut members to bear tightly against each 0 other. 5 �,zx��L0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane y 3 v at joint locations. ' For 4 x 2 orientation, locate � a 4: Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of ' at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS- J1 J8 J7 J6 5.' Unless otherwise noted, moisture content of i lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in ' b. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of.truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 -_ specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. 401, WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are,the responsibility of others unless shown. � - . im BEARING 13. Do not overload roof or,floor trusses with stacks of construction materialso Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses.' v� ® TM HYDRO �1 /R ® PANEL ©1993 Mitek Holdings, Inc. F CLIP GANG -NAIL ® _ 16 ' i� o' ` 1C -`• x P.O. Boa 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 June 24, 2005 Riverside County Assessor To Whom It May Concern: APN# 773-302-016 Enclosed please find a copy of the building permit, assessor's page and grand deed for the above referenced APN #. The correct name, address and permit number are: Mr. & Mrs. Paul Austin 52-591 Avenida Mendoza La Quinta, CA 92253 Permit #04-8421 If you have any questions, please do not hesitate to contact us at (760) 777-7012. Sincerely, Therese M. Vella-Finorio Senior Secretary Enclosures a i JUN -05 603-THU 01:33 PM ORANGE COAST TITLE FAX No -9098258895 P-003/005 ORANN 00116'' boat ROM NiCOADINOnscualerappv, t�gi=M1 gala fled:i of ORANGE COAST TITLE COMPANY alle�erdw n of �alf�� IL rel 4sunly of 4110.rwt0141 A. I1N0 MAB. PAUL AUSTIN Asso"e • t 09WAY �� e R a Maar/L. lS2-681 s, CA 0 Mandoas � La QUlrtta, C/l► 92263 -- , t racaow NO. otsxeae•xc fa once~ No, n194024;1 I f>alDWIDUAL. GRANT VAIRD AM, 9M.,oZ-oty � TNT UNDERSIGNED GRANTOR(S) DECLAREIQ T7�� DOCUMENTAfiY TRANSFER TAX Is &164.00 IX f Computed cin full vskims of property conveyed. or 1 1 Computdd on full value feh vskts of Ilene bi eneumbraness reroolninq at tiMe of sale. t I Unlncerporatad arae IX 1 City of La QWntu, AND T FOR A VALUABLE CONSIDERATION, MOW of whack is hereby ocknowledgpd, � DAVID 0086 MKLER, a Married Man, as Ws sols and s"ems property 1 hereby GRANTial to: aPAUL AUSTIN and CINDY AUST)N, Hwbmd llyd WJfer HURband and 'Wif a eft Joint Tenants the real pKopetty In the dty of Lo Quints, County of RIVEMIDtE:, Stats of CWf wq%ia, deecribasd as: Lot 4, unit No. IS, blook 143, 'Santa C.nn+tlta at Vote Le W*o in shown by Map on Rte In Book 18 Pp♦ 82 Ot Mops In the office of the Courtly Recorder of RIVERSIDE County, CenfoliNs. cnrnmottly known aa: 62-891 Avenida Mer►doss, Le Ouints,-CA 92253 DAT110 Jorwsry Ttl, 2pbt COMMOF CA�QnNIl111sGQ CDWdTY OT >9nArN't D On BR heturg,eas, a Notary "to In and for maid Stater, p61mon0y app—red .� . pmroan•I1y known % nN lot pmvt+d in M-5- nh MI• D•d• o1 ssl)•taotory wAdsnoo to bo the pontishill whose nwAld 16hre allbsottb•d tq ttr• wlthln Instrymebx and to mm that hatahahh*v dasLutmd tA• «erns In !«slhA/ltilsir truthorlt�d omp,.ullyjr••1, and iM t y NalhHnh«Ir uta p beh •1 on wfl MYIrUm•M rhe pNna+i• , ar the anUty tlpap bmhtll of wN«h lqo psror.0191 petal, •m••u tri• M;o� *n WITNISS my hind « afar M+r•f C OAA -1 tap stalola•nt• to. 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