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0009-056 (RER)CO I— to _N W O co ' rZ W 10: oZr� O o I.- C) �Ur` LLJ a- rA z co LO N ON 0 °) Q d — `rH0 X W m< O � 0, Z �5 �a Q J BI- 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 7ZI-, 6 B 3%a 1/2( ate1 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: (v)/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 STATE FUND Policy No. 129-69-001332:3 (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,,(,sh II foo hwith comply with those- � isions/��; Date: / , 2 Applicant 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 forms ec/tiion purposes. vSg ature (Owner/Agent) %f'� f Date��'/ PERMIT# BUILDING PERMIT f DATE„, i „ VALUATION LOT M9"« TRACT .17i �,�(1.6 10,11 21120” JOB SITE ADDRESS 77-162 CALLS roL01M APN S' 01-771-010 OWNER CONTRACTOR / DESIGNER / EN (NEER PAUL WGEMMSOM WLDFAi C 01Q1,WC'iTOkTCO. 15 SYCAMORE RD 44.500 GRAND CANYON LANE OMNUA CA 94563 PALM DESETU CA 92260-3( (760)776.1215 MR 5787 USE OF PERMIT 1V,[1SG,#�N'EOL1S A1)IJI ION fit" CLEAR STORAY ROOF STRtIUPURL OVER MeN RATIO POR MPAY10 17t3.Ot13F 1', STMAM COW OF CONfirmire-nom 21340.80 PLAN CHECK FEB 101.000.439- 318 CONSTRUCTION ",E 101-000-418-000 STRON:1 MOT1014 FEE a kt1*, ID 101-000.241.000 Ain >5 1. 3. , 3103_70'!, COAi�i�tI7t�° O N► 1�N SEl;_ � o .60 J S PRU—PAID 1"TM $0.00 t f RECEIPT DATE,- +;j� DA FINALED INSPECTOR �. • I,, 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 Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 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 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 Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: 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) Workers' Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair. Demo - Sq. Ft:: # Stories: T# Unit:.7 ,Estimated Value of Proiect: M� Cirv.ST, Zip: Telephone: ........... . . . ......... . .. ....... State Lic. # City Lic. #: Arch., Engr.. Designer: Address: City. ST. Zip: Telephone: ... . ....... ................ ... ... . . . .... ....... State Lic. #: Name of Contact Person: Telephone 9 of Contact Person: .......................... . ... .. ...GA .......... ARM XN .3 ...... .. .. :"S, rtal:', -.- ''Submittal ......... ...... .. . X. ..... .......... ...... .... .. ........... M . .... .... ..... ............. ... .... .. . .. ThW-2*C .................... ................. .... .. . ................. G. tcd. ......... ............. M-7771. Workers' Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair. Demo - Sq. Ft:: # Stories: T# Unit:.7 ,Estimated Value of Proiect: M� September 7, 2000 Mr. & Mrs. Scott McNealy C/o Paul Ingemanson 15 Sycamore Road Orinda, CA 94563 RE: Lot 10 & 11 / 77162 Calle Flora Santa Rosa Cove Estates the Enclave H.O.A. Dear Mr. & Mrs. McNealy, The Santa Rosa Cove Estates the Enclave Architectural Committee has reviewed and approved your variance submittal of drawings for your residence to open up the roof as per the plans submitted on August 25, 2000. The following outlines the approved times for construction: October I" — April 3e / Monday through. Friday, 8:00 a.m. — Sundown May 0 — September 30'' / Monday through Friday, 8:00 a.m. — Sundown Construction is.not permitted on weekends or official holidays from the onset of construction until the final inspection of the residence has been completed. Good luck with the construction of you new home. If you have any further questions, please call me at (760) 346-1161. Sincerely, Carol alhoun, Property Manager For the Board of Directors & The Architectural Control Committee Santa Rosa Cove Estates - The Enclave H.O.A. cc: Paul Golden Professional Community Management / Desert Resort Management Post Office Box 4772 • Palm Desert, CA 92261-4772 73-550 Alessandro, Suite 5 9 Palm Desert, California 9 (760) 346-1161 9 FAX (760) 346-9918 CITY OF LA. QUIN iA BUILDING & SAFETY DEPARTMENT B. R STR U RTU RAk FOR CO►� o•i �,:�.n' nE111 E r .. Ai_LP, YWA.i C ���� Bli►���� EN00191A AND ALL APPLICABLE CODES DAVE 8 3 BY±2� NOTE: SEE 26/5-5 POR o N WALL NOTES i r 15 0 24. O.C. i1OR 12 . �iilll 12• CONCRETE BLOCK g 06 0 24. O.C. VERT. - 'GROUTED SOLID, a6 0 e- O.C. JIM = 1.500 P51 F 60.000 PSI Wr.a•_4• _ , MIN. LAP 05 0 16. O.C. VERT. NOTE: SPECIAL 3'-4• W N. A o INSPECT(ON.REO'0 BY 1, DEPUTY.INSPECTOR APPROVEO B7 BLOC 0£Pu IN 8' CONC. BLit ' -GROUT 21/2- m SOL 1 D V/ i. APPROVED WATERPROOF IN ME 11 - SEE ARCH DRAWINGS 24. a 1/21 12' CONC. 4' GIA. PrRP. p1tA114 ETVA BLK GROUT +-- PIPE w/ 2'-0' CU. FT./FT. ROCK FILL �� SOLID. 3- c z 0 SLOPE 1/8'IFT. NIN. 6 DISCHARGE �; �E 12' CONC. b Nei UTLETTABLE OOTO Ej2 0' �� a• O.C. logo.- a� L+wJ."w rw�-wow- •w � n4 0 Ib• ox - . .R4018'O P4 0 18' O. d5 O 18. O.C. q8 0 16' O.C. ~ eb 0 8. O.C. VALID ONLY IF S16NED IN RED GOrT� �prt DREVi51QN z 8-27-90 I'•0' 1'-0' 7'-0' NTS p• -p• NIS �eOF CA 1 OA \ - B.G. Structural Engineering, Inc. ''+ + l 1,673 psf OK Title Estancia Del Sol Job .862.03 Dsgnr: BG Date: AUG 24,1999 Description.... 13'-8"Retaining Wall & 3'-0" Garden Wall 1,072 psf OK Allowable = Cantilevered Retaining Wall Design RetainPro Professional 5.0.6, 10 -Feb -99, (c) 9989-99 Criteria ACI Factored @ Toe = Soil Data, ACI Factored @ Heel = ooting Strengths & Dimensions Retained Height = 13.67 ft Allow Soil Bearing_ = 1,800.0 psf `` fc = 2,500 psi Fy = 60,000 psi Wall height above soil = 3.00 it Equivalent Fluid Pressure Metliod Min. As % 0.0018 Slope Behind Wal = 0.00:1 Heel Active Pressure Toe Active Pressure - 35.0 psf/ft = 35.0 psf/ft_ Toe Width = 7.00 ft Height of Soil over To = 84.00 in . Passive Pressure = 375.0 psf/ft Heel Width Total Footing Widt 2.00 = -9 00- Soil Density = 110.00 pct Water height over heel _ # = 0.0 ft _.Footing Thickness = 16.00 in 8.00 8.00 FootingIlSoil C Frictio = 0.500 Edge Edge Wind on Stem = 17.4 psf _ Soil height to ignore - Key Width Key Depth = 12.00 in = 22.00 in fb/FB + fa/Fa = for passive pressure = 0.00 in 0.886 Total Force @ Section Design Summary Total Bearing Loa = 12,352 Itis ...resultant ecc. = 3.94 in Soil Pressure @ To = 1,673 psf OK Soil Pressure @ Hee = 1,072 psf OK Allowable = 1,800 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,.134 psf ACI Factored @ Heel = 1,368 psf Footing Shear @ To = 20.7 psi OK Footing Shear @ Hee = 6.0 psi OK Allowable = 85.0 psi Wall Stability Ratios Design height Overturning = 3.42 OK Sliding = 6.40 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Forc = 2,776.1 lbs less 100% Passive Force= - 19,380.2 lbs less 100% Friction Force= - 6,175.8 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 Key Distance from Toe = 6.58 ft Footing Design Results 9.00 Masonry Data Cover @ Top = 2.00 in @ Btm.= 3.00 in Stem Construction = 2,134 Top Stem 2nd 3rd 698 ft-# Mu': Downward Stem OK Stem OK Stem OK Design height ft = 8.00 4.00 0.00 Wall Material Above "Ht" = Masonry Masonry Concrete Thickness = 12.00 12.00 12.00 Rebar Size = # 6 # 6 # 6 Rebar Spacing = 24.00 8.00 8.00 Rebar Placed at = Edge Edge Edge Design Data fb/FB + fa/Fa = 0.572 0.779 0.886 Total Force @ Section lbs= 614.7 1,531.0 4,190.1 .Moment.... Actual ft-#= 1,436.7 5,698.9 23,273.8 Moment..... Allowable ft-#= 2,510.3 7,319.8 26,273.2 Shear..... Actual psi = 6.2 16.4 36.3 Shear..... Allowable psi = 19.4 38.7 85.0 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results 9.00 Masonry Data oe eel Factored Pressure = 2,134 1,368 psf Mu': Upward = 47,407 698 ft-# Mu': Downward = 33,271 1,193 ft-# Mu: Design = 14,136 495 ft-# Actual 1 -Way Shear = 20.74 6.02 psi .Allow 1 -Way Shear . = 85.00 85.00 psi Toe Reinforcing = # 5 @ 14.00 in 11.60 Heel Reinforcing = None Spec'd Key Reinforcing = # 5 @ 19.25 in psi = Bar Develop ABOVE Ht. in = 30.00 Bar Lap/Hook BELOW Ht. in = 30.00 Wall Weight psf = 133.0 Rebar Depth 'd' in = 9.00 Masonry Data fm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Special Inspection = No ModularRatio'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in = 11.60 Masonry Block Type = Normal Weight Concrete Data fc psi = Fy psi = 37.58 28.08 28.08 12.60 133.0 150.0 9.00 9.63 1,500 20,000 Yes Yes 25.78 1.000 11.60 2,500.0 60,000.0 Other Acce table Sizes & Spacing s Toe: #4@ 7.25 in, #5@ 11.00 in, #6@ 15.50 in, #7@ 21.25 in, #8@ 27.75 in, #9@ 35 Heel: Not req'd, Mu < S' Fr Key: #4@ 12.50 in, #5@ 19.25 in, #6@ 27.25 in, #7@ 37.25 in, B.G. Structural Engineering, Inc. Title • Estancia Del Sol - Job .862.03 Dsgnr: BG Date: AUG 24,1999 Description.... 13'-V'Retaining Wall & 3'-0" Garden Wall Cantilevered Retaining Wall Design RetainPro Professional 5.0.6, 10 -Feb -99, (c) 9989-99 • Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... M Force Distance oment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 3,939.3 5.00 19,700.6 Soil Over Hee = 1,503.7 8.50 12,781.5 Toe Active Pressure = -1,215.3 2.78 -3,375.8 Sloped Soil Over Hee = Surcharge Over Toe = Surcharge Over Heel Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Ste = 0.00 Load @ Stem Above Soi = 52.1 16.50 859.5 Soil Over To = 5,390.0 3.50 18,865.0 Surcharge Over Toe Total = 2,776.1 O.T.M. = 17,184.3 Stem Weight(s) = Earth @ Stem Transition = 2,285.1 7.50 17,938.3 Resisting/Overturning Ratio 3.42 Footing Weigh = 1,800.0 4.50 8,099.9 Vertical Loads used for Soil Pressure = 12,351.7 lbs Key Weight = 275.0 .7.08 1,947.9 Vert. 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