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0203-005 (COMB)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 447883 13 TRIG � '� � 1 Q/:f IIM Dater y'4Signature of Contractor Av'11,11,4111, 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. (X) 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 4;TA'1 R FUND Policy No. 4640835-171 (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' compensationjprovisions of Section 3700 of the Labor 11;. - Code, I shall forthwith comply with those provisions. /'Date: Applicant—AV-.// 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 insp'ction:purposes. Signature (Owner/Agent) 1w / //".•!'^ - Date ^ 7 '. BUILDING PERMIT id PERMIT# /1�t DATE VALUATION LOT TRACT 01=4,©c $2000AX) 14115 21121 JOB SITE ADDRESS 77-192 �rTA,s'^�. FLO ou` APN 6'S _21.$,01.8 OWNER CONTRACTOR / DESIGNER / EN (NEER 1�, CLARK SOUTH 1'C1WT COWS RU M1109 77-192 Cwt?11PRA 771^8(?9 WOLP RZ,0302 LA Q13:@UA CA 9225 3 RALM DEMPT CA 92260 (77,W)'345-55121 f:M ft, 4320 ,USE OF PERMIT 100 AMP fL..ECTRIra PYWASTl#.USFoQ/O:A 31.,11�1E(INCLUD1146 STII130UT R. SUTURE i)20GAZEL00 PER, FOURNEXRO MAN1 INO T)9P.11dTNV. A4T APPROVE -10 PLAINS. HIDJsAP} h?.OVAL, C014FITZMED. PORC.HIPATIO cot4'rfaCT MOUNT 7,3 6.00 LS T�-�! q� q ,;}�y y.�, p� p+�7�,gd �+�yTg6 y�pr`p�y Xly-.3{LZ�L'n() 5r Oi7.L SFA' C6a'.t. 6.B. J:biJ4.�.P.A.D �9,t Tf {dry, .• a,,��7'.�JnD y. �`1 y.9 y�y' `�pyr •,��'/`QL�Wt� PEIRMT !U XE 89KJAVMI'].iLR\. 87 . PIAN CHFME' 101-000-43V-318 5167.26 L014S'TRUCTI0X FEE 10,1-000-418-000 s207.Ct3I E"LEC•TRICA11 F�„ rss 101,000.420.000 VIM PI.t1M>3Nrl ME 101-000419-000' STROAdCMI'YIV1<1Frk-'RESID 101-000.141-000.' CIRc9DINO II'E � � _ 1-t?pG23^1(). ✓t MAR 2 9 1092 CKYOFIAQW TA : �"i1}.F.'ytl�t^ rAL, ftit34��i'H° UM70K AxJ111 L�Ebw PR' -FWD TdM�3 f TOTAL, PKWAT RTE,;V N:IC PTOW E*r176 RECEIPT DATE., 121 BY ��� DAT INA ED INSPECTOR . /r'F'' lir f'/° .. 02-- 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 Exhaust Fans O.K to Wrap F.A.U. Framing J/ -,Py 6, Z 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 oTi ZOO Final Final ov BLOCKWAL A PROVALS POOLS - SPAS Steel Set Backs Footings—�►Q �S� Electric Bond 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 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 � 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: 7 Vq(I stmJ_ 4'411 Bing City of La Quinta Building Bt Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quints, G4 92253 - (760) 777-7012 �?_ 1 q _ Building Permit Application and Tracking Sheet PelTnrc Protect Address: (jb'(Av,� v Oancr's Name: X /77r A. P. Number: 66 - 2i O - o,4 & - O 10 Address: X `?7- Legal Description: Lcrr5 �(� �QO�G 211 Cin. ST. Zip: K Contractor: X ;n Telephone: Address: Cf D Proiect Description: x �fft/1 Cita. ST. Zip: Y, 253 Telephone: . / OL State Lic. 4 r. LIZ175b3 Cine Lic. #: Arch.. Ener.. Designer:67,�r e Oo Address: City. ST. Zip: w' " Telephone: Construction T%.pe: Occupancy: State Lic. #: Protect n•pe (circle one): Ne%% Add'n Alter Repair Deme Name of Contact Person:s-�p,,C ��m�,� S Stones: 9' Units - Telephone * of Contact Person: ?foe 3c/S- _T5z-! Estimated Value ofProiect: X p0� APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Z Plan Sets Plan Check submitted 3 Item Amount 711- Structural Coles. Reviewed. ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review. ready for correctio sliss a 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 correctsAss u Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees CITY OF L-A U I NTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE r O f fic G 56-C I Flo w ... (p `iChoope BTitle Block" menu item on Settings Screen to change these five lines to your own special title information & company logo Data 03/15/02 Page: CANTILEVERED RETAINING WALL DESIGN TYP. RETAINING WALL WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 350 ft Axial OL on Stem = 0 plf . Lateral Load Acting on Wall Ht above Sal = 0.00 ft Axial OL on Sten = 0 plf Stem Above Soil = 0.00 psf Toe Width = 1.00 ft -Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 plf Heel Width = 1.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 2.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft . Footing Thicimess = 12.00 in Note: Toe Surcharge Resists Overturning Key Depth = 0.00 in Note: Heel Surcharge Resists Overturning Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist = 0.00 ft Allowable Bearing = 1000 psf Vertical Load = 0.0 # SUDING CHECK Active Lateral = 35.0 psf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.30 ._..Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in ..- Slope Press. = 0.0 pd Ftg. CI- to Wall = 0.00 ft Lateral Pressure = 354 # Backfill Slope = 0.0:1 Vert. Position of Ftg. - Passive Pressure = 338 # Passive Press. = 300.0 pd ..Abov4Bdow:(+/-j = 0.0 ft - Friction = 243 # Soil Density = 110.0 pd Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = 6.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 910.1 psf Soil Press. Mult Toe Heel PC = 2500 psi Pressure @ Heel = 0.0 psf By ACI Eq 9-1 = 1274 0 psf Fy = 40WO psi Allowable Press. = 1000 psf MudJpward = 518 3 ft-# Mn. As Percent = 0.0012 Ecc. of resultant = 4.88 in Mu -Downward = 144 94 ft-# Omit SP Under Hed ? No Max. Shear @ Toe = 2.52 psi Mu -Design- = 374 -91 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi OneAAW Shear: # 4@ 19.61 17.54 in o/c Allow. Ftg Shear = 85.00 psi Actual = 2.5 0.0 psi # 5 @ 30.39 27.19 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 43.14 38.60 in o c Overturning = 1.94:1 Cover over Rebar = 3.50 Z50 in # 7 @ 48.00 48.00 in o/c Sliding = 1.64:1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Myibd"2 = 5.8 1.1 psi # 9 @ 48-00 48.0 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force.. # ft ft-# # ft ft-# Active Sal Press. = 354.4 150 531.6 0 0 0 Soil over Heel = 0 0 0 192.5 1.75 336.9 Soil over Toe = 39A 0.50 -19.7 55.0 0.50 27.5 Sloped Sal @ Heti = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 OAO 0.0 Surcharge Over Heti = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0.0 0.00 0.0 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stan Wts. = 0 0 0 262.5 125 328.1 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight 0 0 0 300.0 1.00 300.0 Key Weight = 0 0 G 0.0 0.00 0.0 Vertical Component of Active Pressure Totals = 0 315.0 # 0, 0 511.9 ft-# 0.0 0:00 0.0 iF�Ssia�� � 810:O�#y N\CFIOLAS,c744-1 992.5 ft-#. r Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 4 No. C EXP. CIN 992.5 ft-# (Continued on next page-) Choose "Title Block' menu item oil Settings Screen to change these five lines to your own special title information & company logo Date: 03/15/02 Page: CANTILEVERED RETAINING WALL DESIGN TYP. RETAINING WALL (._continued) STEM SUMMARY Top Steo:.• From 0.00 ft to Top of Wall 6.00in Concrete w/# 4 @ 24.Mn, d= 3.00in Yc = 2500.0psi, Fy= 40000.Ops1 Wall WL= 75.W, Bar Embed= 6.Oin Mu = 423.9 <= Mn = 876.4ft-# Vu = 8.68 <= Vn = 85.00psi Interaction Value = 0.484 • • N a a 6' CONC. 4! 2ve CL 0518'Horiz ' •e lV HEEL (top) : = 5 t+ ' ox. � TOE (bot) : + 5 0 - o.c- �^ a 4 HORIZ AS SHOWN o- �,�� 4 No. Exp. C50688 F C A�\F��� REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED 1,-W"IGNAORE OF REGISTER NSPECTOR ❑ REINFORCED CONCRETE UCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ Soo 10 1q'OTHER ^�--+� 0�LAI� JOB LOC IQA� !� I O'n kA REPORT SEQUENCE N0. TVP y1GN1T,lU•IRREE -DESCRIPTION „'/ lee ' PERMIT NO. DA o„ / DAY OF WEEK MATERIAL -3ARCHITECT IO MRS. CHARGED h ENGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL SUB CONTRACTOR j - (fjp W4_e4k0t4 CONTRACTOR E �JJ C1 S64 94. I kt-lo t N COPY SENT TO CLIENT O CO UED ON NEXT PAGE O PAGE 01 CERTIFICATION OF COMPLIANCE 'HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS 1 1,-W"IGNAORE OF REGISTER NSPECTOR �- OZa (ay IIATE Of REPORT REGISTER NUMRFR March 15, 2003 Michael Clark 463 Raymundo Drive Woodside, CA 94062 Fax # 564-2501 RE: Lot #16 / 77-19: Calle Flora The Enclave San, a Rosa Cove Estates H.O.A. Dear Mr. Clark, The Manta Rosa Cove Estates the Enclave Architectural Review Committee has reviewed your landsc: pe submittal and has approved the plans as submitted contingent on the following item: 1) Please submit .oafummtion in writing that the existing Palm tree with electrical lightin&will r amain on the lot. The following outlint s the approved times for construction: October 1't — April St "h / Monday through Friday, 8:00 a.m. — 5:00 p.m. Maf 1.' — September 3olb / Monday through Friday, s:00 a.m. — 6:00 p.m Construction is not F !rmitted on weekends or official holidays from the onset of construction until th : final inspection of the residence has been completed. Good lack with yoi r upgrade. If you have any further questions, please call me at (760) 346-1161. Sincerely, i Carol Calhoun, Prol erty Manager For the Board of Di -ectors & The Architectural C ontrol Committee The Enclave Santa ' toss Cove Estates H.O.A. p.Q. Box 4772 • palm Desert, CA 92261.4772 73 -SW Alessandro, St ite 5 • palm Desert, Califomia • 760.346.1161 • .Erne it: drrnWrmintemet.com 9 www drmintemetcom FAX 760.346.991 S