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11-0720 (PAT)P.O. BOX 1504 78495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 11-00000720 Property Address: 49275 VISTA APN: 649 -650 -018 - Application description: PATIO COVER Property Zoning: LOW DENSITY Application valuation: 8000 Applicant: %1?IZAtA•a4f1 ESTRELLA - RESIDENTIAL RESIDENTIAL Architect or.Engineer: )JA LICENSED CONTRACTOR'S DECLARATION BUILDING.& SAFETY DEPARTMENT BUILDING PERMIT 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 usiness and Professionals Code, and my License is in full force and effect. License la : B '. // 1 Li nseNo.: 8,2t08`01- KDate: !� Qomractor: V^` OW R -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, 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) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY Ihereby 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: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/12/11 Owner: ESCHRICH TYLER 49275 VISTA ES LA QUINTA, CA H & S TRELLPD 92253 (� I JUL 21 2011 Contractor: 1. PITY OF LA SANTUCCI BUILDERS I C FI�l,WIE 72529 BEAVERTAIL ST PALM DESERT, CA 92260 (760)578-7757 Lic. No.: -820801 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier DSRT CRNSTONE Policy Number 2381494311 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 houId become subject to the workers' compensation provisions of Section 37 of the Labor ade, I shall forthwithp y withXe se provisions. / I Dater i �pplicant: WARNING: FAILURE TO SECUREKERS' CO ENSATION COVERAGE IS UNLAWFUL, AND SHALL ,SUBJECT AN EMPLOYER TO CRI M AL 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, indemnity and hold harmless the City . of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. ' 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above informa ' correct. I agree to comply with all city and county ordinances and state laws relating t uilding constructi n, and ereby authorize representatives of this cou y toe er upon the above-mentioned pro rty far inspectio urposes. p �, Date: q(gnature (Applicant or Agent):. 7—r U Application Number . . . . 11-00000720 ------ Structure Information' 250SF PATIO COVER AT REAR [ENG] ------ Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 99.00 Plan Check Fee 64.35 Issue Date . . . . Valuation... 8000 Expiration Date 1/08/12 Qty Unit Charge Per _ Extension BASE FEE 45.00' ' .6.00 9.0000 THOU BLDG 2,001-25,000 54.00 -------------------------------------------------- Special Notes -and Comments 250SF TRELLIS PATIO COVER AT REAR YARD (ENGINEERED]* THIS PERMIT DOES NOT INCLUDE ELECTRICAL OR PLUMBING INSTALLATIONS. 2010 CALIFORNIA BUILDING CODES. July.12, 2011 3:31:34 PM AORTEGA ------------------------------ ---------------------------------------- Other Fees . . ... . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .80 Fee summary Charged Paid Credited Due. Permit Fee Total 99.00: .00 .00 99.00 Plan Check Total 64.35 .00 .00 64.35 Other Fee Total 1.80' .00 .00 1.80 Grand Total 165.15 .00' .00 165.15 LQPERMIT " P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL TO: YOUNG ElvqA OESGIL TODAY'S DATE: � �15 �� PROJECT ADDRESS: �5 S APPLICANT NAME: hS'Chrlc�l SUBMITTAL: 02,,o BIN NUMBER [[ Tel BUILDING & SAFETY DEPARTM NT (760) 7 FAX (760) 777=7011 ATTENTION: UE DATE: 5 oeS' e//a, 03RD DTH 05TH" PERMIT NUMBER: INCLUDED HEREWITH; 96NS ❑REDLINED PLANS ❑REVISED PLANS OAPPROVED PLANS VSTRUCT ❑REDLINED STRUCT ❑REVISED STRUCT . []APPROVED STRUCT ❑TRUSS ❑REDLINED 'TRUSS. ❑REVISED TRUSS " []APPROVED TRUSS []SOILS ❑REDLINED SOILS ❑REVISED SOILS OAPPROVED SOILS ❑ENERGY ❑REVISED ENERGY []CORRECTION LIST ❑CUSTOMER RESPONSES ❑OTHER -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD 0(w/Plans) OPUBLIC WORKS ❑CO'VE/CHECK (w/Application) D: LEFT LOCATION ON B7sy MIDDLE RIGHT. SENT TO: S SH STRUCT/NON-STRUCT ASSIGN NON-STRUCTURAL TO: COMMENTS: 71:-.7.80 San ,Jacinto Dr., Ste:. E2, Rancho Mirage;: Ca: 92270 ' ph: (760) 83478860 fax (760) 834-8861 Letter of Transmittal To: City of La Quinta Today's Date: 7-5-11 78-495 Calle Tampico City Due Date: 7-5-11 La Quinta, CA 92253 Project Address: 49-275 Vista Estrella Attn: Phillip Plan Check #: 11-720 Submittal: ® 1s' ❑ 4th El 2nd El 5th [13rd ❑ Other: We are forwarding: ® By Messenger ❑ ' a By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ® 1 Structural Plans ❑ Revised Structural Plans ® 1 Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calculations ❑ Revised Truss ❑ Soils Report ❑ Revised Soils Report ❑ Structural Comment List ❑ Approved Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: John W. Thompson Rancho Mirage Office: ® (760) 834-8860 Other: 171 ® Per Your Request ❑ Approval ❑ At the request of: TLO;200") T, TL0.260.').,- ontnuow Teel►is Al)embers 2 Dib r s 2" x 71/4" 1.TE Solid Sawn Douglas Fir Wl . Max SHearat Support Member Reaction . ( lbs) Support Reaction,:(lbs) Moment':. (Ft L. ' ,. . ; ' 0 '.Live�Deflection (in) 00 c�Totel `Deflection (in) 0 :0 ADJACENT span. loading over: support # lj'. Shear at Support (lbs) f f: Max Shear at;'Suppo=t (lbs)',` Member 'Reaction .(.lbs) Z7.9; R VI IONS BY All structural lumber shall be graded in accordance with "Grading & Pressing Rules (#16) of the West Coast Lumberman's Association." 4x and Ox beams shall be P.F.#1 reeawn, base Fb=700pol. unless noted otherwise. 2x etude shall be D.F.#2 or better. 00 FL Hardware noted on plan (all poet caps, post bases, b olts, etc.) shall be -AA. 5 1e F- 5-P FL/A provided by Slmpeon Company, or equal as� approved by Architect. Column _3 ew Bases shall be In place prior to foundation Inspection, and shall be tied In place to formwork prior to concrete pour. Make all connections as required by the manufacturer utilizing only approved hardware per Installation instructions. 311" d by Sierra Concrete -J All foam columns, pot shelves, and trim shiall be suppile Design Inc., Orange, CA 9714)744-9563 to match existing. T V111-4- _441� 0 Verify locations of Al underground condulto on site prior to excavation. 0) 0 1?,/s AkTI, - V J 6W UT - oncrete shall be 2500 psi (25 days). G Footing c "V Q 6x 14 F --C,- f/- All construction on this project shall comply with the following model building � 1, 11 — tL X �301TTI "A C des: o Ci 14 2010 CALIFORNIA 5UILPING CODE - (Title 24, Part 2) LO C 60 E-/- 1,5 T 114(5 1 DIL 2010 CALIFORNIA MECHANICAL CODE - (Title 24, Part; 4) < 661 t 'a 0 INA 2010 CALIFORNIA FLUM13ING COPE - (Title 24, Part, 5) < 'A 1, . 1� X 4 % 0Z 4 Y. Y, 'A A -14- ivd- .1.14V � Q -,Cr- - (Title 24, Part 3) is 1" 2010 CALIFORNIA ELECTRICAL CODE 0-1 k9 C) 2010 CALIFORNIA ENERGY CODE - (Title 24, Part 6) Tre I framing Detail 4�1 2010 CALIFORNIA FIRE CODE - (Title 24, Part 9) ----- ---- --T 2010 UNIFORM HOUSING CODE _$7 WT. and all other local codes and ordinances. Q 17 :3 e Legend IL Keynot 1 Existing shaped Column with OxO wood post at center, to remain 0 2 New shaped column to match existing, with new 6x6 wood poet at tN S_ center < P H T 5 IL 3 44 r.s. wood trellis at O"o.c., with (2) 16d toe nails at each 4x& 49'J'-1 V I *T^ 50 T;euA, 4 3'4" o.c,..+I- with (2) 5" 1. solid 2x8 r.s. 4x5 r.s. wood beams (2 at block between over support beams) with quarter radius shaped 06 ends, both ends; drill for All -Thread length between blocks J ape 5 New 6x14 r.s. wood 17eam wl quarter radius sh d ends, both ends L CO 6 91mpeon CCO665PS2.5 column cap, post to beam cc C? 7 New 6x6 wood post; top at 10'-1 above finish floor elevation < 4, 8 Outline of new shaped column, to match existing 10'h. columms 014- 9 Outline of existing furred wood/stuicco\flnieh arch to be opened for beam connection; patch and repair,framing/stucco finish to match Floor Plan/Trellis Framing/Foundation Plan 114 ....... existing as required Trellis Framing Detail 1 S1 rp 10 New 6x14 r.s. wood beam 11 New SImpson HUC612-606 beam hanger, on existing Ox beam to conditions and measurements. General Notes The Contractor shall provide safe and adequate braces and connections to Support Contractor & Owner shall veerify all existing OM-Sitc the component parts of the structure until the structure Itself (including the floor Additions shall match exietting finish floor elevation an I grading conditions, unless noted new beam 71 4-N Sir :1 4 ' Storage of building materials or debris shall be confined to the lot for which permit Is and roof diaphragms) Is complete enough to adequately support Itself. The otherwise. risible for the method and safety of all persons and 12 Existing Ox wood beam to remain Issued. Adjacent vacant properties may not boe utilized for this purpose unless Contractor shall be respo lamdesign is based on assumed existing framing'oonditions written permission of owner Is on file with the iCity. The public right-of-way shall be property continuously during the performance of his work, both during and after Foundation plan and Framling p 5p^ 13 Existing 6xro wood post to remain ct lives, as shown on the plans. The General Contractor is responsible for coordination between maintained In a clear condition at all times. Tlhe Contractor and/or the Owner shall working hours. Contractors shall exercise all necessary precautions to prote Should the Contractor.need to work on or ation and framing when existing comelitioris differ for any reason from the assumed 14- Outline of existing shaped column to remain J." ji _,found rovide a trash bin to insure proper clean-up &fall building materials. Approved y and adjacent work or buildings p propert h theetructural design is based. The Architect shall 17e notified of any 0 over adjacent property, It &hall be his responsibility to get written permission from ciriditloris upon whic r 15 Set; new column on drypack; seal all joints with silicone sealant, full temporary sanita y facilities (chemical toilets) shall be oil the construction site petty owner prior to proceeding with this work. The General variance from design conditions and solution$, Promptly make any discrepancies between the adjacent pro prior to a request for first Inspection. construction documents known to Architect. bead contractor and/or the Owner/13ullder agree to Indemnify and hold the Architect site observations and thesse harmless from any and all liability, real or alleged, In connection with the performance .0 All contractors shall have a current valid city 1:17usiness license prior to permit lating. Plaster, 1 ro Existing concrete patio slaL7 to be sawcut. for new column base and -Bulldiero must submit Certificate of of work on this project, excepting liability arising from the sole negligence of the All materials, finiehes and (quality of workmanship shaii match or exceed ex Issuance. All contractors andlor Owner shall match existing, unless doors and windows, fixturees. fittings, textures and paint colors Workman's Compensation insurance coverage I prior to issuance of building perrhits. Architect. footing lni -BuIlderes shall complete and submit a noted otherwise. The Gene6ral Contractor shall patch and repair all transitions and 0 The General Contractor and/or Owner SImpeon Cl3SQ6r5'-SPS2 column base, set In concrete footing It shall be the responsibility of the Contractor to comply with all utility Installation additions to match existimg where necessary to achieve a uniform appearance and a water - subcontractors list form to the City prior to an request for final Inspection Q 'rdquirements, including but not limited to gas, water, electrical, telephone, television tight condition. The Generral Contractor shall ensure the Integrity of the roof assembly and ght condiltion. Flashing, counter-flaiehing, cap sheets, caulking and 15 4 #4 bare 16"1. each way at base of footing The General Contractor shall be responsible fwr coordination of the work of all trades and sewer. Where utilities or their appurtenances are Installed as a part of these achieve a water -ti 60 UJI re shall be brought to the contract documents, the Contractor shall comply with the utility compariVe sealing teks will be utilized I as necessary to prevent rainwater Irifiltration. 19 24�" square x 24" deep concrete Column base and footing (2500# on the site. Dimensional Inconsistencies and ierro Y", l6tallation and equipment requirements, and specifications and drawings. at 2& days); top of c, lumn base to match height at existing Architect7s attention and corrected before foirmwork for concrete and layout of Igmed to any third 0 U) 5ite Piall 1 1 ro ontractor- shall coordinate the work of Locations of transformers, vaults, pull boxes, splice boxes and other appurtenances These plans, prepared exclwalvely for the Owner, shall not be ass framing walls occurs. The General C e Drawings and Specifications as columns; use care to protect any uinderground conduits foundation, framing, plumbing, electrical and tmechamical subcontractors prior to the required for utility services and/or meters any of which require the approval of th party without the written gapproval of the Architect. 10 ance with said utility instruments of service are � And shall remain the property of Curtis R. rihupe, -Thread thru 469 - start of the work, and shallverify on-site All dllmenslon6 and Jobelte conditions. utility company having jurisdiction, $hall be located In accord 20 (2) .51mveon HL53PC angle with 3/0"0 All Legal Descript'i o n: companVe approved plans. Locations shown on these plans are to be considered Architect, whether the proNect for which they are produced Is executed or not. They se drawings without the written approximate only. Verify the exact location of all utilities prior to the start of Amy and any And all ideas and eddelgris contained therein are not to be used by any other between blocks; bolt angles to 6x14 beam with (2) 3/8"0 x 2" lag 17 LA .22 Acres In Lot 69 Mb316/0511 No deviations of any kind shall be made from the 11 be submitted to work, Including excavation. party, on other projects or, on extensions to this project except by agreement In approval of the Architect. Revisions and Addiendums to plane sha bolts per angle Tr 29457-2 the Building Department prior to any field changes, and shall have written writing and with appropriaite compensation to the Architect. _Q_ _Q_0===24- � I J 4 Y14, Z 21 Existing post/column cap/beam to remain concurrence from the Architect. APN: 0602-310-018 All work shall comply with I local City or County codes and ordinances. Agency TaWations: U) 7a used �y workmen. approved plane shall be kerpt at theJob site and shall not I; No work is to proceed on tthis site until all permits and approvals have been obtained, Lot Area: 0.22 Acres, 9583 s.f. all easements of record iritterfering with the work are eliminated, and all required Existing Residence: 2924 s.f. Living dedications made. The Iss5tiance of a building permit does mot authorize the Installation of mechanical.i. plumbing, or electrical work that requires a separate M 470 91. Garage permit. 325 s.f. Trellis Net Addition: Trellis Foumdation Detail 1" b' CO) Owners: Tyler and Shelley Eschrich 043 49-275 Vista Estrella, La Quinta CA 92253 < a- ['7 U -7 UJ Z r U_ (760)564-4963 J f Z 0 0 I Y, Till '7= ........... 4 - LU 1- 0 UJ W -p 5 T.- I U_ U. L - '10 < 0 3 41 LL 06 Z 0 Q. 0 ka M < .40 U_ UJ 773 r Date 5/2011 L oted scaie N Drawn CRS JUN 3 0 2011 Job Eschrich Ea Sheet .... ... . .. tiOtl 1/4' (North Trellis Elevation 5imillar But Reversed) 5outh Eleva 4,1 Trellis Framing Detail 1" Of SheetC:!: W, est Elevation 4W_ ON No. 1c00H CLEARPRINTS 24X30 PRWO Bin # City 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 �]n n Project Address: qq 27 S u I d q � S tw DL Owner's Name: Ty Ito- Shia (le 0s G �% r (C k A. P. Number: .60'a-310-OW Address: 4 q a7 s (ftStR les7tre ( 14C. Legal Description:. ZL {i G . (0-f req M6•71(d o5 (VIAM City, ST, Zip: L k iVu o�{'q CA q 2'j Cj Contractor:1 SQ CG l COVLS�'. Telephone:- Address: Project Description: t f S City, ST, Zip: 4am d t LNew-Ere,( wood O UefU Irk bekxw41 Telephone: 7 7T Tele p �` O � I •+ � � 5 7 _ ::=: .. SrNC: '` ?;'+ }f::y:•...::::::.;� N. `r >< & K l t * to yexa Stats Lic. # : City Lic. #: Arch., Engr., Designer: C K k(� e 2 .. new calvma< �v m.6c.46 ex. 1,l. Address: �qq0 Fre4 l/�iQ iti • Or. A.- S City, ST, Zip: Palo, Det ut Gf . �! v-& o Telephone: 16p t7 3 %3 Sq :, Y`:";;:.�.s>.:>::::x:;;:~a�:�;��;ff��^;;�..;: :i:::+%:C'i }ryt1i::;f.:i;%:S:n`•'v.�' y`:?i?:;:L:. Construction Type: Occupancy: R -' State Lic. #• �I �,sY Project type (circle one): New dd'n Alter Repair Demo Name of Contact Person: CU rt S1, u p e Sq. Ft.: ZS Q # Stories: #Units: Telephone # of Contact Person: 7&0 3 4 (p 7;,;4 Estimated Value of Project4 Too 0 APPLICANT: DO NOT WRITE BELOW THIS LINE Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction • i Flood plain plan Plans resubmitted Mechanical Grading plan 2p° Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for correctiousliissue Developer Impact Fee Planning Approval Called Contact Person 1 A.I.P.P. Pub. Wks. Appr Date of permit issue l School Fees Total Permit Fees R+too./rt�kA+