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0211-015 (SFD)LICENSED CONTRACTOR DECLARATION I hereby, affirm under penalty of perjury that I am licensed under provisions of Chapter 9. (0,ommencing 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 sir 2,• 87 13 /pry J /Date G Signature of Contractor f 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 structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier Lt'TATE pUNI7 Policy No. 1.290i�� 2pt43 (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 any person in any manner so as to become subject to the Workers' compensation laws of California, and agree that if I should become subject to the workers' compensation.provisions of Section -3700 of the Labor .Code, I shall forthwith comply with.those,prov{sions.r, •�"�,,pp pa Date: ea 2 `rad Applicant XZ_.r `.' EfJ l .�%! f ./ e.� . 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 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon ,the above-mentioned property for"ihspection purposes. Signature (Owner/Agent)✓ ! ,� 7r ' ' %I' DateO,•� - BUILDING PERMIT PERMIT# �X �� -' ATE r VALUATION LOT TRACT ,7/71 / - r � MP2440 25 / JOB SITE APN ADDRESS 5,2 p �� � �:�In }� 7 4Mr OWNER CONTRACTOR / DESIGNER / ENGINEER MW & LUMA, r, m i C'ENI'TURY BUIUMB—: M 7805 DSV- R1N' AVP,, 4459 7GG) M LW50 ,t�a'�'I". 3B rMIR. IM, C;A, 92504 �+;RMR CA 91303 (909) 68.029 C1 IJ# 'M USE OF PERMIT IWO S.F. SF0. PERMIT 0O 1` 0T THC.U3D9 81.OrK WAfA,1100 .P;>P.A OR At&WAYAPPROACH TRACT CONS7iRUCTION Sr PD07?it'rl PATIO 24.Oa SF GARAGEICARPORT 413,00 arab 1 StUdE§.TM cC:gr OF CON117MUM1 70n 109,024.00 ; C014S RUCTION FLEE 101.000.418b000 5671.00 PLAN CHF2 -K ng 101-000.439-.31,8 $537.21 ME DEPOSIT 101.000.439-318 4250.00 MFIC1 ANIC.F 11 PER 1.01-000-421-000 $52.50 ELECTRICAL FEE 101-000.410.000 V21.26 PL U MOrHo € E - 101-000-419-000 $136.00 STROM IMO T1014 FEES d.MID 101.000.241.000 SI0.80 ORA.CD1NOFEE 101,400-423- 000 $15,00 DI3'° RIX)PER IMPACT FEE $2000,00 PRE ItaF PLAN 101,:,f 00.441.3` 5 Si/UD.+�f1 SUB-'YOTAL CC?71;!'S'f`RUC77,01eT A'A17) PLAN i.,"�11",.CK S4,068.17 UO3PRE-PAID FESS 4250,00 D M&M YX nX DIVE NOW' 0 7 2003 FFINANCE LA QUINTA DEPT. _ RECEIPT DATE f� -s BY / DAT INAL G INSPECT �11 INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck O.K. to Wrap �_Q _ Z 2 0-7 Exhaust Fans F.A.U. Framing �� Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall -Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines �� oy Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping 6 Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) _ -� i ELECTRICAL APPROVAL'S 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) CERTIFICATE OF COMPLIANCE vsc Desert Sands Unified School District 47950 Dune Palms Road Q BERMUDA DUNES Date 1/30/03 La Qumta, CA 92253 Cn RANCHO MIRAGE d No. 24099 (760) 771X8515 f�� INDIAN ESERS PALM DESERT y INDDIOT1^� Owner Petru Furdui APN # 773-324-002 Address 7805 Dufforin Ave Jurisdiction La Quinta' City Riverside Zip 92504 Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 25 52790 Ave. Vallejo 1820 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that 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 Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.14 X 1,820 S.F. or $3,894.80 have been paid for 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 OC/City Natl Bank - Petru Furdui Check No. 829352914 Name on the check Telephone 909-343-3365 Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by Monica Guillen $3,894:80 $0.00 Payment Recd Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), 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 issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting PROJECT: NEW SINGLE -STORY RESIDENCE ADDRESS: LOT 25, BK773, PG32 AVENIDA VALLEJO CT. LA QUINTA, CA 92253 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEaj '-0-'> BY S% 1 1 NEW SINGLE STORY RESIDENCE FOR: Title: + Job# ' MR. 8 MRS. FURDUI Dsgnr° Date: Description Scope: 2rfe: 5 r Ii1': ^3^-:•P.4�3. 1/•E? 5, 5.0, 2�-Si^.r}.e�?i?i i �',•r l;.^:i.�..r.. �Ier=:i:i,�C.. _I".'i �;ni:rf,:.G�ht/:',:F. i F;y�C;g°ilii HDR -1 c"emer , {oforina iloyl Calculations are designed to 1997 NDS and 1997 UBC Requirements 'Section Name 4x8 Center Span 6.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin " Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full] Length Unh". 0,qn Loads Center DL 258.00 #/ft LL 240.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 6.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin ' Max Stress Ratio o -sot : 1 Maximum Moment 2.3 k -ft Maximum Shear * 1.5 1.8 k Allowable 3.9 k -ft Allowable 3.0 k _ Max. Positive Moment 2.27 k -ft at 3.000 ft Shear. @ Left 1.51 k Max. Negative Moment 0.00 k -ft at 6.000 ft @ Right 1.51 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.065 in - @ Right 0.000 in Max. M allow 3.91 Reactions... , fb 887.92 psi fv 71.53 psi Left DL 0.79 k Max 1.51 k Fb 1,531.25 psi Fv 118.75 psi Right DL 0.79 k . Max 1.51 k Center Span... Dead Load Total oad Left Cantilever... Dead Load Total Load ^ Deflection -0.043 in -0.083 in Deflection ' 0.000 in 0.000 in ...Location 3.000 ft 3.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 1,662.3 870.97 Right Cantilever... Camber ( using 1.5D.L. Dell ) ... Deflection 0.000 in 0.000 in @ Center " 0.065 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 5 • r i • h J • J' NEW SINGLE STORY RESIDENCE FOR: Title Job # _ MR. & MRS.-FURDUI Dsgnr: Date: Description Scope: Ftc•'r ::i5'i1uD I a:; 'rrtisJ C;'<lc, Vsr 5.5'.C, 2=rSc^-2C�i.. (� . O::J-,`2'•fYj �:�GF,Gi'lf. , i:C:!i P,?"lri!). �AH'S1.i-C• � p .. ^( s� I°iotlos HDR-2 {I�C+I IY�':►53;t) Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x10 Center Span 7.00 It .... '.Lu 0.00 it '. ' Beam Width 3.500 in Left Cantilever. It , :....Lu 0.00 it •• Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type - ,Sawn } Bm Wt. Added to Loads Fb Base Allow 1,000.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi . Beam End Fbdty Pin -Pin Fc Allow i 625.0 psi • Wood Density .35.000 pcf E 1,600.0 ksi :. Full Lelmith, Uniform Loads Center r DL280.00 #/ft LL 400.00 #/it Left Cantilever DL #/ft LL #/ft f ' Right Cantilever DL • ti #/ft LL #/ft ` sairr:imar Span= 7.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.7W :.1. Maximum Moment 4.2 k-ft Maximum Shear * 1.5 2.8 k Allowable 7.3 k-ft • Allowable 3.8 k Max. Positive Moment r 4.21 k-ft at , 3.500 It Shear.' @ Left 2.41 .,k Max. Negative Moment :' 0.00k-ft at 7.000 It @ Right 2.41 k Max @ Left Support 0.00 k-ft Camber. •@ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center V@ 0.063 in Right - 0.000 in Max. M allow 7.28Reactions... fb 1,012.96 psi fv 87.45 psi Left DL 1.01 k Max 2.41 k ' Fb 1,750.00 psi Fv 118.75 psi Right DL ! 1.01 k Max 2.41k Defiectibris Center Span... Dead Load . Total Load Left Cantilever... Dead Load Total Load , Deflection -0.042 in -0.101 in Deflection 0.000 in 0.000 in ...Location 3.500 ft 3.500 It ...Length/Defl 0.0 0.0 ...Length/Defl .1,995.0 834.91 Right Cantilever... .Camber (using 1.5' D.L. Defl) ... Deflection 0.000-in 0.000 in @ Center 0.063 in ...-Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in , I 7 - NEW SINGLE STORY RESIDENCE FOR: Title: Job # MR. & MRS. FURDUI Dsgnr: Date: Description Scope ;Iger, t�h•t'=,!.+;?F:?.i i/c'F i..ri.,1 2:rSzrt;-'!iL%'i ��YI ��v' `..._. ES'Crl �:Zt •i F•."IC) .11)(7 :,OPtti: are, a�.scilatioaf GARAGE DOOR HDR •t^ etleral worma ion Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Center Span " . ' 16.00 ft .... ".Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Bm Wt. Added to Loads Fb Base Allow 1,000.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000pcf E 1,600.0ksi r -a ll. L.e: gih UfT;f n Loads Center DL 104.00 #/ft LL 20.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ty Span= 16.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio o : 1 Maximum Moment 4.3 k -ft Maximum Shear " 1.5 1.4 k Allowable 9.2 k -ft Allowable 4.7 k Max. Positive Moment '4.27 k -ft at 8.000 ft Shear. @ Left 1.07 k Max. Negative Moment 0.00 k -ft at 16.000 ft @ Right 1.07 k Max @ Left Support 0:00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0:00 k -ft @ Center 0.378 in Max. M allow 9.23Reactions... @ Right `, 0.000 in fb 694.74 psi fv 36.15 psi Left DL 0.91 k Max 1.07 k' Fb 1,500.00 psi Fv 118.75 psi Right DL 0.91 k Max 1.07k Center Span... Dead Load Total Load Left Cantilever... Dead LoadotaT I Load Deflection -0.252 in -0.296 in Deflection 0.000 in 0.000 in ...Location 8.000 ft. 8.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 761.8 647.75, Right Cantilever... Camber ( using 1.5D.L. Deft) ... Deflection 0.000 in 0.000 in @ Center 0.378 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right; 0.000 in ! i I .:.............. i i r ct S i i � i ' i �- ---•- I i , .... ...... i 1,..r : • i , -t - j I T-1, t i t , , i I - .. - � ..............._..x.....4_.....4_._. _......._.._ _...- -'- --'- -'--- --.._ _... _..._ -- '- -•'- -----'- ------- _ r r S I I , i j PLw I . , nel ........ 00 - ..:.. } .... . ......... :7 T L f. .... ...... jLT 4-4--4 -------- - . ... . . ........ ......... ..... ..... s=c;: SHEAR WALL SCHEDULE Notes: 1. All nailing shall be COMMON NAILS. 2. = Maximum stud spacing shall be 16- 3. All panel edges shall be blocked. 4. Framing member shall include sill plates and all framing members receiving edge nailing from abutting panels. 5. Nailing on 3x members shall be staggered. 6. -Use 3/16"x2"x2" cut plate washers at all anchor bolts " 7. At existing footings, use lAMr-kss 4�44 -gWb0 -r w¢.of.EANC-*VV_ Cticbc, GK-j%j2.).. 5/g^9 ,S%g min- embjw%ewd - A Sheathing Edge Field Framing Connection Anchor Sill Nailing Capacity Nailing Nailing Member(4) at Top- Bolts to Wood (plf) Plate Floor 3/8" CDX 8d@6" 8d@12" 2x A-35@16 5/8990@32" 16d@6" 264 Plywood O.C. _ 3/8" CDX 8d@4" 8d@12" 2x A-35@12" 5/8590@24" 16d@4" 348 - PlywoodO.0. © 3/8" CDX Plywood 8d@3"' 8d@12" 3x A-35@8" O.C. 5/8'10@24" 16d@3" 492 15/329'CDX 10d@6" 10d@12" 2x A-35@1651 5/8"0@32" 16d@4" 310 Pl • ood O.C. 15/329'CDX 10d@4" 10d@12" 3x A-35@12" 5/8990@24" 16d@3" 460 5 Plywood O.C. ® 15/329%CDX Pl ood 10d@3" 10d@12" 3x A-35@8" . O.C. 5/8"0@16" 3/8" Lags 0, 8" O.C. 600 Q 15/32"CDX 10d@2" 10d@12" 3x A-35@6" 5/8'90@12" 3/8" Lags 8" O.C. 770 Plywood O.C. @ Notes: 1. All nailing shall be COMMON NAILS. 2. = Maximum stud spacing shall be 16- 3. All panel edges shall be blocked. 4. Framing member shall include sill plates and all framing members receiving edge nailing from abutting panels. 5. Nailing on 3x members shall be staggered. 6. -Use 3/16"x2"x2" cut plate washers at all anchor bolts " 7. At existing footings, use lAMr-kss 4�44 -gWb0 -r w¢.of.EANC-*VV_ Cticbc, GK-j%j2.).. 5/g^9 ,S%g min- embjw%ewd - A