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RER (04-5835)T d - BUILDING & SAFETY DEPARTMENT P.O. BOX 1504 (760).777-7012 c��►t�9� 78-495.CA�[.E T'AntPICo OFTt�' FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application, Number .' 0�4-0; :5,8�Date .9./02/04 :Property Address 49.611 AV•ENIDA MONTERO APN:. 646-181-014- - - Application description REMODEL -'RESIDENTIAL Property Zoning-..,. .','.LOW DENSITY RESIDENTIAL Application valuation.. 2000 t Owner Contractor ------------------------ 1 ------------------------ SCOTT CUNNINGHAM OLD.FASHION CRAFTSMAN, INC: 4215. DAHLIA ST. 41841...BEACON HILL, SUITE A-1 ENGLEWOOD CO 80113, PALM DESERT CA`92211 (760). 773-0019 WCC: STATE FUND - .WC; 04614518 01/0.1/05 CSLBi,. 630343 10/31/05 CCC-: B- ' ---- ---- Strueture Information INT.REMODEL-ENLARGE DOORWAY ----- Construction Type TYPE V - NON RATED Occupancy Type DWELLG/LODGING/CONG <=10° Flood -Zone . . . . . . NON -AO FLOOD ZONE Other struct info CODE EDITION 2001 Permit BUILDING PERMIT Additional desc ' Permit. Fee . . . 45.00 Plan Check Fee .. 29.25 Issue Date - Valuation 2000 Expiration Date-. 2/02/05 Qty Unit Charge Per Extension. BASE FEE 15.00 15.00 2 .0000 .HND BLDG :501-2, 000 30.0.0 Permit ELECT -,ADD/ALT/REM Additional desc Permit Fee 16.50 Plan Check Fee 4.13 Issue Date Valuation 10 Expiration Date. 3/02/05 `Qty Unit Charge Per .,BASE FEE 2.00 .7500 PER ELEC DEVICE PT ------------ ----- TO .Special Notes and Comments ENLARGE DOORWAY FROM DOORWAY FROM I SEP 0 2 2004 Extension .15•.00 1.5.0 P.O.Box 1504 78-i�� / 78-495 CALLE TAMPICO VOICE (760) 777-7012 LA QUINTA, CALIFORNIA 92253 44FAX (760) 777-7011 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: cq - Applicant: P Applicant's Mailing Address: Date: Architect or Engineer: Architect or Engineer's Address: Lic. No.. BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Lice n sin full force and effect. cense Class cense No. --6 36313 G OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any .ity 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 Contractors' 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 pemrit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U 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 or 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.). U 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.). U I am exempt under Sec. BA P.C. for this reason Date : Owner. WORKERS' COMPENSATION DECLARATION 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 Xof thework 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 perforrnance.of the work for which this permit is issued. My workers' compensatioy�s romance carrier anc� policy number re: artier S7!g'lL� U/1/1� PolicyNumber Q�{&/C(S, _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any mariner so as to become subject to the workers' compensation laws of Califomia nd agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those pr is_ ins. I•� WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1 herebyaffirm under CONSTRUCTION LENDING AGENCY 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 Lenders Address IMPORTANT Application is hereby made to the Director of Buildingand Safety NT ACKNOWLEDGEMENT R Each permit subject to the conditions and restricfions set forth on this application. person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or any permit to pursuant issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City u La nt toa, 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 1 have read this application and state that the above inform n 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 county to er n the above ed property for inspection purposes. ""Q V A'sgnature (Applicant or Agent): I Page 2 Application Number 04-0000:5835 Date 9/02/04 ---------------------------------------------------------------------------- Special. Notes and Comments KITCHEN TO LIVINGROOm. Other Fees .. . . . . . . ENERGY REVIEW FEE 2.93 Fee summary Charged Paid: Credited Due, Permit Fee'Total 61.5"0 .00 .00-% 61.50 Plan Check' Total 33.38 00 ..00 33.38.. Other Fee Total 2.93 .00 00 2.93 Grand -Total 97.81` .00-' ..00 97.81 Joseph N. Cicchini, P.E. P.O. Box 4206 y Palm Desert, CA 92260 760-776-6687 User: KV -0605049. Ver 5.6.1.25 -Oct -2002 (c)1983.2002 ENERCALC Engineering Software Description Doorway Header Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 7:34PM, 19 JUL 04 7- o' 3, Page 1 General information 8.7 k -ft 24.7 ft Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 4.7 k 15.1 k Center Span 8.50 ft .....Lu 1.33 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type @ Right Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 880.19 Right Cantilever... Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 34.000 pcf E 2,000.0 ksi Full Length Uniform Loads i Center DL 666.00 #/ft LL 288.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL Span= 8.50ft, Beam Width = 3.500in x Depth = 11.875in, Ends Max Stress Ratio 0.352 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment i Max @ Left Support 0. Max @ Right Support 0. Max. M allow 24. fb 1,269.81 psi f Fb 3,606.21 psi I Deflections Beam Design OK Center Span... 8.7 k -ft 24.7 ft M 'ximum She , r " Allowable 1.5 4.7 k 15.1 k k ft at 4.250 Shear: @Left 4.10k k -ft at 0.000 @ Right 4.10k k -ft 880.19 Right Cantilever... amber. jR'ht @ Left 0.000 in k -ft Deflection 0.000 in @ Center 0.122 in 0.122 in ...Length/Deft 0.0 @ Right 0.000in 0.000 in Roons... @ Right 0.000 in (13.54),,si DL 2.87 k Max 4.10k 3'62.50 DL 2.87 k Max 4.10 k Center Span... Dead Load Notal Load Left Cantilever... Dead Load Total Load Deflection -0.01 in -0.116 in Deflection 0.000 in 0.000 in ...Location 4. 50 ft 4.250 ft ...Length/Deft 0.0 0.0 ...Length/Defl .3 880.19 Right Cantilever... Camber ( using 1.5 " D.L. De ) ... Deflection 0.000 in 0.000 in @ Center 0.122 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 2.739 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 5.645 Cl 0.995 Max Moment Sxx Read Allowable fb @ Center 8.70 k -ft 28.96 in3 3,606.21 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.72 k 4.72 k Area Required 13.017 in2 13.017 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 4.10 k Bearing Length Req'd 1.801 in Max. Right Reaction 4.10 k Bearing Length Req'd 1.801 in .16seph N. Cicchini, P.E. P.O. Box 4206 Palm Desert, CA 92260 760-776-6687 Title : Dsgnr: Description Scope : Job # Date: 7:34PM, 19 JUL 04 3 or .3 U;;,:67General Timber Beam 6605049.Ver5.6.1.25-Oct-2002 Page 2 (cP983-2002 ENERCALC Engineering Software Description Doorway Header Sketch & Diagram 8.70 7.83 1 1 1 1 1,,F] 35�wvlfffvii ifififiiiif it iffifiviviiiijif MUM 0.09 11 1 2 6.22 4.35 3.48 2.81 1.74 E 0.87 0 2 (M. M. = Slk-ft .09 0� - -OA16.6 Rae.dii.a Moe..awq Location MI 4.10 P� - 4.1h Ftm. z 4.1h 3 41 Vmaz (P rt - 4.1h 2 0 73 2.5 1 37 0 .68 0.0 M 1.02 4.00 R,rxae.. Cl.aae L cation (ftj 0 *AD -0.01 Uum� -0.03 -6 MI! 111111111111111PIAM �AAIIIIIIII Iwo D L 12 d ---&'i2 to 1.5-3 9.38 .23 6.0g nomA - i.,,,6 Location r f Joseph N. Cicchini, P.E. Title: Job # P.O. Box 4206 Dsgnr: Date: 7:34PM, 19 JUL 04 Description Palm Desert, CA 92260 A7' 3 760-776-6687 Scope: User: KW -0605049. Ver 5.6.1, 25 -Det -2002 (c)1983-2002 ENERCALC Engineering Software Description Doorway Header General Timber Beam Page 1 General Information Span= 8.50ft, Beam Width = 3.500in Depth = z875in, Ends are Uin-Pin Max Stress Ratio 0.352 Maximum Moment 8.7 k- Maximum hear * 1.5 Allowable 24.7 k- Allowa a Max. Positive Mom t 8.70 k ft a . 4.250 Sh r. @ Le Max. Negative Mo nt 0.00 k- a 0.000 @ ht Max @ Left Support 0.00 k- Ca ber: @ft Max @ Right Suppo 0.00 k- Center Max. M allow 24.72 Right Reac .fb 1,269.81 psi fv 13.54 si Lei,�ons DL 2.87 k Max Fb 3,606.21 psi Fv 62.50 l i Rig t DL 2.87 k Max Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 8.50 ft .....Lu 1.33 ft Beam.Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Dead Load Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads -0.081 in Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 ps' Wood Density 34.000 pcf E 2,00 si 88 9 Right Cantilever... Full Length Uniform Loads Center DL 666.00 #/ft LL28 00 #/ft Left Cantilever DL #/ft L& #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 8.50ft, Beam Width = 3.500in Depth = z875in, Ends are Uin-Pin Max Stress Ratio 0.352 Maximum Moment 8.7 k- Maximum hear * 1.5 Allowable 24.7 k- Allowa a Max. Positive Mom t 8.70 k ft a . 4.250 Sh r. @ Le Max. Negative Mo nt 0.00 k- a 0.000 @ ht Max @ Left Support 0.00 k- Ca ber: @ft Max @ Right Suppo 0.00 k- Center Max. M allow 24.72 Right Reac .fb 1,269.81 psi fv 13.54 si Lei,�ons DL 2.87 k Max Fb 3,606.21 psi Fv 62.50 l i Rig t DL 2.87 k Max 4.7 k 15.1 k 4.10k 4.10 k 0.000 in 0.122 in 0.000 in 4.10k 4.10 k Deflectionsi 11 Center Span... ead Load Tota (La eft Can 1 ever... Dead Load Total Load Deflection -0.081 in 116 in Defle on 0.000 in 0.000 in Location .250 ft 4 50 ft Len tDefl 0.0 0.0 ...Length/Deft \,255.3 88 9 Right Cantilever... Camber ( using 1.5 " D.L. D Deflection 0.000 in 0.000 in @ Center 122 in ...Length/Deft 0.0 0.0 @ Left 0. 0 in @ Right 0.0 ; 'n Stress Calcs Bending Analysis Ck 19.049 Le 2.739 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 5.645 Cl 0.995 Max Moment Sxx Read Allowable fb @ Center 8.70 k -ft 28.96 in3 3,606.21 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.72 k 4.72 k Area Required 13.017 in2 13.017 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 4.10 k Bearing Length Req'd 1.801 in Max. Right Reaction 4.10 k Bearing Length Req'd 1.801 in Jdseph N. Cicchini, P.E. P.O. Box 4206 Palm Desert, CA 92260 760-776-6687 User: Description Doorway Header Title Job # Dsgnr: Date: 7:34PM, 19 JUL 04 Description 3 Scope : General Timber Beam Page 2 Sketch & Diagram 8.70 7.83 —T -r- 890 i i iiittiiiiitiiitltiiiittiiiifltiiii 35441(t 8.08 2 5.22 4.36 3.48 2.61 cu 1.74 E 0.87 0 AD 8.1k -ft X .820.57 .53 .38 .23 6.09 4.94 6.79 .65 .5 Dmu - -0.116in Rrmidis.a 11.1,mavtvz Location (ft) Rmu = 4.1h VMu LO left t 4.1h R— z 4.1h Y.4. @ rt = 4.1k