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06-01525 (RER)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00001525 Property Address: 50027 CALLE OAXACA APN: 773-340-032-32 -14496 - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 1470 Applicant: Architect or Engineer: PI Pr BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business an Professionals Code, and my License is in full force and effect. License Class: ]]-CIO License No.: 473996 �Oam Z t� `"� � C factor: - - OWNER -BUILDER DECLARATION I hereby affirm under penalt ,di Pe ' ry that am exempt from the Contractor's State License Law for the following reason (Sec. I;W..5, siness and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 5/24/06 Owner: _ GOOKIN KENNETH E � 50-027 CALLE OAXACA LA QUINTA, CA 92253 1 006 Contractor: VANTAGE POINT CONSTRUCT ON IF►W - 77245 INDIANA AVENUE PALM DESERT, CA 92211 (760)200-0563 Lic. No.: 473996 ----------------------------------------------- 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 STATE FUND Policy Number 0022485-2006 _ 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 agree2CODE. Id me subject to the workers' compensation provisions of Section 3700 of te, I all f otnpty with those provisions. ate: - F WARNING: FAILURE TOKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYERL PENALTIES AND CIVIL FINES UP TOONE HUNDRED THOUSAND DOLLARS ($100,000). IO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE , INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to build' con$tr ation, and hereby authorize representatives of this n[Y to enter upont above-mantiored prope fgr-hispec ion purposes. a ature (Applicant or Agerrt}' Application Number . . . 06-00001525 Permit . . . BUILDING PERMIT Additional desc - . Permit Fee 35.00 Plan Check Fee 22.75 Issue Date . . . Valuation 1470 Expiration Date . . 11/20/06 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 2.0000 ------------------------ HND BLDG 501-2,000 ----------------------------------- 20.00 -- --- Permit . . . ELECT - ADD/ALT/REM Additional desc . . Permit Fee . . . . 16.50 Plan Check Fee 4.13 Issue Date . . . . Valuation . . . . 0 Expiration Date . . --1/20/06 Qty Unit Charge Per Extension BASE FEE 15.00 75.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 1.50 ---------------------------------------------------------------------------- Special Notes and Comments GARAGE EXTENSION 75 SQ. FT.May 11, 2006 2:12:23 PM JJOHNSON ---------------------------------------------------------------------------- Other Fees . . . . . . ENERGY REVIEW FEE 2.28 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited ---- ---------- Due ---------------------------- Permit Fee Total ---_ 51.50 .00 .00 51.50 Plan Check Total 26.88 .00 .00 26.88 Other Fee Total 2.78 .00 .00 2.78 Grand Total 81.16 .00 .00 81.16 LQPERMIT Bin # City of La Quinta Building a Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 "- �� Building Permit Application and Tracking Sheet Project Address: �� - ��Ll� Owner's Name: Gy Dyl - A. P. Number: Address: ,� UO 'L 7 �7 Legal Description: City, ST, Zip: ,� Contractor: �ii?i J I� .YJ 11'L ` Gc�fL �J% Telephone: Address: - �zt /V � Project Description: City, ST, Zip:/�-L h� 1U `7 dZ% L� �f Z Z / l ND AQ q 0 Telephone: 7Zy p`Lv If y y State Lie. # : Gj' CityrLic. #: Arch., Engr., Designer: �u JZ is 5 5f7 u r Address: 7 - Cti K'� x'� City, ST, ZiP:��2 GK Telephone: Construction Type: Occupancy: State Lic. #: 11-1- Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: JJ2,p 0�1Z t Vif4/ Sq. Ft.:.7-t,— # Stories: # Units: Telcphonc # of Contact Person: Estimated Value of Project: - APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING. PERMIT FEES 2' Plan Sets Plan Check submitted ;� Item Amount Structural Calcs. Reviewed, ready Or corrections Plan Check Deposit Truss Calcs. Called Contact Person---- Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Y� t Mechanical Grading plan 2nd Review, ready for correctionsrmsue Electrical Subcontactor List Called Contact Person rj f ak Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted ILA ' Grading NU & &L)5 IN HOUSE:- ' Review, ready for eprrectionslissue Developer Impact Fee Planning Approval r Called Contact Perm C ( 1 S C A.I.P.P,S Pub. Wks. Appr bate of permit issue School Fees ' 2- . - ........ _ _ - -- -- - --- Tvta 6mit4 es 4[� W6 RK, UCpt Due ; J� e ' Beam #1 U.Beame6,20SedalNumbeer...77pp�.i'Q� za�s5"x" 5 1/8" x 15" Classic GlulamT"" (24F - V4 DF) moo; 4•10 o 6-2a 6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0'12 Rvaf Siape0112 F_ 0 a – 21' • �. All dimensions are horizontal. Product 7iagrurn is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 13' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 20.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.60" 2730 / 2926 / 0 / 5656 By Others None 2 Stud wall 3.50" 2.60" 2730 /2926 /0 /5656 By Others None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 5566 -4826 15375 Passed (31 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 28760 28760 47062 Passed (61 %) MID Span 1 under Roof loading Live Load Defl (in) 0.411 0.689 Passed (U603) MID Span 1 under Roof loading Total Load Defl (n) 0.852 1.033 Passed (L/291) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL1/360,TI- /240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 21' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! , PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlulamTm beams by Weyerhaeuser. Operator Notes: Clear span full width of garage, 2x12 rafters flush framed both sides PROJECT INFORMATION: Gookin Residence Garage Extension 50027 Calle Oaxaca, Santa Rosa Cove La Quinta, California Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. m'" Classic Glulais a trademark of Weyerhaeuser. OPERATOR INFORMATION: Curtis Shupe C R Shupe Architect 72-880 Fred Waring Drive Suite A5 Palm Desert, CA 92260-9226 Phone: (760) 346-7354 cshupe@juno.com O IM -80 77— � or— r1l APR 13 2006 M � J i Beam #1 -"v-.70 ""12M 5 1/8" x 15" Classic GlulamTm (24F - V4 DF) T,!-8e¢rrrg S.2Q Sorial,lyumhar. 1003072855 user.2 00612:30:19PM Page 2 EoginErrglnn Version: 8.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loan Group: Primary Load Group ^ 20- 8.00" ^ Max. Vertical Reaction Total (lbs) 5656 5656 Max. Vertical Reaction Live (lbs) 2730 2730 Required Bearing Length in 2.60(W) 2.60(W) Max. Unbraced Length (in) 252 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 2497 -2497 Max Shear at Support (lbs) 2880 -2880 Member Reaction (lbs) 2880 2880 Support Reaction (lbs) 2926 2926 Moment (Ft -Lbs) 14879 Loading on all spans, LDF = 1.25 ., 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 4826 -4826 Max Shear at Support (lbs) 5566 -5566 Member Reaction (lbs) 5566 5566 Support Reaction (lbs) 5656 5656 Moment (Ft -Lbs) 28760 Live Deflection (in) 0.411 Total Deflection (in) 0.852 PROJECT INFORMATION: Gooldn Residence Garage Extension 50027 Calle Oaxaca, Santa Rosa Cove La Quinta, California Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Classic Glulam^ is a trademark of Weyerhaeuser. OPERATOR INFORMATION: Curtis Shupe C R Shupe Architect 72-880 Fred Waring Drive Suite A5 Palm Desert, CA 92260-9226 Phone: (760) 346-7354 cshupe@juno.com �f Beam #2 Garage Door Header TJ-Beam®6.205arialNumber: 70Q O• 2&M 3 1/8" x 10 1/2" Classic GlulamTM (24F - V4 DF) User: 2 4!12!2006 12.33:53 PM Pagel Engine Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0112 F__ n1m RIO All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 20.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/UpiftTotal 1 Stud wall 3.50" 1.50" 850 / 918 / 0 /1768 By Others None 2 Stud wall 3.50" 1.50" 850 /918 / 0 /1768 By Others None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 1733 -1525 6562 Passed (23%) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 7221 7221 14355 Passed (50%) MID Span 1 under Roof loading Live Load Defl (in) 0.320 0.556 Passed (U625) MID Span 1 under Roof loading Total Load Defl (in) 0.665 0.833 Passed (U301) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlulamTM' beams by Weyerhaeuser. Operator Notes: Garage Door Header Extend Beam over Simpson Strong -Wall Panel Overall beam length +/-19' I. PROJECT INFORMATION: Gookin Residence Garage Extension 50027 Calle Oaxaca, Santa Rosa Cove La Quinta, California Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Classic Glulam- is a trademark of Weyerhaeuser. OPERATOR INFORMATION: Curtis Shupe C R Shupe Architect 72-880 Fred Waring Drive Suite A5 Palm Desert, CA 92260-9226 Phone: (760) 346-7354 eshupe@juno.com Beam #2 Garage DoorHeader TJ-6sam®620&"1Numi�?70030 2&W 3 1/8" x 10 1/2" Classic GlulaMTM (24F - V4 DF) User: 2 4112/200612:33:54 PM Papel IlgineVersion: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^161 8.00" ^ Max. Vertical Reaction Total (lbs) 1768 1768 Max. Vertical Reaction Live (lbs) 850 850 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 156 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 792 -792 Max Shear at Support (lbs) 900 -900 Member Reaction (lbs) 900 900 Support Reaction (lbs) 918 918 Moment (Ft -Lbs) 3749 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 1525 -1525 Max Shear at Support (lbs) 1733 -1733 Member Reaction (lbs) 1733 1733 Support Reaction (lbs) 1768 1768 Moment (Ft -Lbs) 7221 Live Deflection (in) 0.320 Total Deflection (in) 0.665 PROJECT INFORMATION: Gooldn Residence Garage Extension 50027 Calle Oaxaca, Santa Rosa Cove La Quinta, California Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Classic Glulam- is a trademark of Weyerhaeuser. OPERATOR INFORMATION: Curtis Shupe C R Shupe Architect 72-880 Fred Waring Drive Suite A5 Palm Desert, CA 92260-9226 Phone: (760) 346-7354 cshupe@juno.com