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12-0648 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: ~ 12-:00000648,q .Y Property Address: 7912'0"BIGHORN"TR APN: 772-030-020-26 -25429 - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 1200 Applicant: (% Architect or Engineer: PIS' ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 eus'ness and Profession Is Code, and my License is in full force and effect. License C ass: C10 C53 icense No.: 634338 /Date: ontractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business 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).: (_ 1 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.). (_ 1 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: il IV LQPERMIT Owner: ROBERT & ROSEANNE GALAK 79120 BIG HORN TRAIL LA QUINTA, CA 92253 Contractor: . CLASSIC POOLS & SPAS 79461 40TH.AVENUE BERMUDA DUNES, CA 92203 (760)345-8302 Lic. No.: 634338 VOICE (760) 777-7012 F0 (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/11/12 ------------------7---------------------------- WORKER'S COMPENSATION DECLARATION 1 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. 4 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 CASTLEPOINT INS Policy Number WCPBC1252212 _ 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 .�� 3�plicant:" 00f the Labor//G,0/1de, I shall foCltVh�/with l9Olmply with those provisions. /Oete:�1eAc-/1 WARNING: -FAILURE TO SECURE WORKERS' COMPEN��SAEETION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, 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 building constructio and hereby authorize representatives ofthis c my to enter upon he above-mentioned property fo _i, spectio p rposes. Hate: ,� �v S' ature (App) an ent Application Number . . . . . 12-00000648 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 29.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 1200 Expiration Date 12/08/12 Qty Unit Charge Per Extension BASE FEE15.00 7.00 2.0000 HND BLDG 501-2,000 14.00 ---------------------------------------------------------------------------- Special Notes and Comments ADD (1) COURSE TO 75 L.F. EXISTING SIDYARD WALL, PER ENGINEERED PLAN. 2010 CODES. --------------------------------------------------------- Other Fees . . . ------------------- ... . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary ----------------- Charged Paid Credited ---------------------------------------- Due. Permit Fee Total 29.00 .00 .00 29.00 Plan Check Total 00 .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 30.00 .00 .00 30.00 LQPERMIT Painted Cove Homeowners Association C/o Desert Management P.O. Box 799 Rancho Mirage, CA 92270 760-862-1202 Fax 760-862-1210 June 6, 2012 Robert & Roseanne Galak 18524 S.E. 60" Issaquah, WA 98027 -Re: Architectural- 79-120 Big HornTr Acct. No: 47-00026 Dear Mr. & Mrs. Galak: The Architectural Committee and Board of Directors have reviewed your Architectural Application and plans, (per attached application/plans). After review of the above referenced request the Board of Directors has approved your request. If you require additional information, please free to contact me at 760-862-1202. Board of Directors Painted Cove HOA Bonnie Hagerman Bonnie Hagerman Sr. Association Manager Re: Property A: 79-120 Big Horn Tr., Bob & Rosanne Galak (applicant) Property B: 79100 Big Horn Tr., Jon & Laurie McLennan The Architectural committee has received an "Application for Architectural Change" and related required documentation, from Bob & Rosanne Galak, to increase the height of the block wall that separates Property A from Property B one course of block for a length of approximately 75'. Paragraph 4 of Exhibit "A" of the FIRST SUPPLEMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR PAINTED COVE AT LA QUINTA HOMEOWNERS ASSOCIATION states "No wall shall exceed six (6) feet in height, measured from the site grade", therefore the Architectural Committee for Painted Cove approves the height increase subject to the following conditions: 1. Applicant shall deliver a copy of the building permit from the City of La Quinta to the Architectural Committee prior to start of construction. Painted Cove CC&R's allow "lot line" walls to be a maximum height of 6'. The wall height shall not exceed 6' at any point from the site grade of Property B. Additionally, it should be noted: 3. The McLennan's (Property B) are opposed to the height increase. 4. The applicant has agreed, at their cost, to repair and repaint the improvements as it affects Property B to the reasonable satisfaction of the parties. Items "3" & "4" are between the parties and not a condition of approval or the responsibility of the Painted Cove Homeowner's Association or the Architectural Committee. dLangner, chairman Architectural Committee Painted Cove HOA TINDALL ENGINEERING, INC APC Job No. 1712-12 610 Malabar Dr., Corona del Mar, CA 92625 Phone (949)222-0165 Fax (949) 757--02869 Structural Analysis: MAY 2012 STRUCTURAL ANALYSIS for INCREASING THE HEIGHT OF AN (E) CMU WALL BY ONE ROW OF CMU BLOCK _. at GALAK RESIDENCE 79-120 BIG HORN TRAIL LA QUINTA, CA 92253 No. 99 . Exp. - JUN 15 2012 s c;�.I1L .�- CITY OF LA -TA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION 4 B' oArE "g BtE5 i 1" . :: Al. TINDALL ENGINEERING, INC. APC Job 1712-12- 12 610 Malabar Dr., Corona del Mar, CA 92625 Phone (949) 222-0165 Fax (949) 757-0286 STRUCTURAL ANALYSIS: RAISING AN (E) 6" CMU WALL BY ONE ROW OF CMU BLOCK JOB ADDRESS: GALAK RESIDENCE 79-120 BIG HORN TRAIL LA QUINTA CA REFERENCES: • 2010 CBC, 2009 HBC, ASCE 7-05 • ENERCALC SOFTWARE - DESIGN ASSUMPTIONS: • ALLOW.SOIL BEARING =1500 psf per Table 1804.2 CBC • SOIL EFP = 45 PSF/FT • SOIL PASSIVE =100 PSF/FT SOIL FRINCTION = 0.25 • CONCRETE f c = 2500 psi design value • BOLTS & NUTS ASTM A-307 • REINFORCING STEEL, GRADE B Fy = 40 ksi • WIND SPEED = 85 mph, EXP C • SEISMIC SITE CLASS D, SEISMIC DESIGN CATEGORY D • Sx =1.500 Si = 0.600 • MASONRY STRESS fm = 1500 PSI �.�a:� IG�r•r,�1c� . J l�i ►2-IZ A.'eactva, (CIO ,tom �DacQp ,g-- t,C S 5— tLS Sps = l'_ COS p_o, &7y 401 i Ic 5�-t 22 CG.s 6.in Mas v�lJ CMS C 2ASF- : TIND'AL:L ENGINEERING, INC. 610 MALABAR DR. CORONA DEL MAR, CA 92625 company title block here. Title Galak Wall Page: Job # ; J1712-12 Dsgnr: Tindall Date: MAY 24,2012 Description.... This Wall in File: y:lgalakwallextension.rp5 Retain Pro 9 ©1989 - 2011 Ver: 9.27 8171 Registration#: RP -1180495 RP9.27 Cantilevered Retaining Wall Design Code: CBC 2010 Criteria 850 psf OK Retained Height = 0.33 ft Wall height above soil = 6.17 It Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 4.00 in Water height over heel = 0.0 ft Surcharge Loads 850 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ACI Factored @ Toe = Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary 75.0 psi Wall Stability Ratios NOT Used) Overturning = 1.91 OK Sliding = 3.44 OK Total Bearing Load = 684 lbs ...resultant ecc. = 7.06 in Soil Pressure @ Toe = 850 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf. Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,190 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 5.1 psi OK Footing Shear @ Heel = 7.0 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 90.9 lbs less 100% Passive Force= - - 38.9 lbs - less 100% Friction Force = - 273.5 lbs Added Force Req'd = 0.0 lbs OK ....for 1,5: 1 Stability = 0.0 lbs OK Load Factors Lateral Load = Building Code CBC 2010 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 0.700 Soil Data Lateral Load = Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft Toe Active Pressure 45.0 psf/ft Passive Pressure = 100.0 psf/ft Soil Density, Heel = 115.00 pcf Soil Density, Toe = 115.00 pcf FootingIlSoil Friction = 0.400 Soil height to ignore fb/FB + fa/Fa = for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 It The above lateral load Wall to Ftg CL Dist = has been increased 1.00 by a factor of Base Above/Below Soil Wind on Exposed Stem = 14.8 psf Thumbnail Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil Rebar Placed at = at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 Stem Construction Top Stem Stem OK Design Height Above FtE ft = 0.00 Wall Material Above "Ht" = Masonry Thickness = 6.00 Rebar Size = # 4 Rebar Spacing = 24.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.755 Total Force @ Section lbs = 91.1 Moment.... Actual ft-#= 311.2 Moment..... Allowable = 412.3 Shear..... Actual psi = 2.8 Shear..... Allowable psi = 38.7 Wall Weight = 43.0 Rebar Depth 'd' in= 2.75 LAP SPLICE IF ABOVE in= 24.00 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 6.00 Lap splice above base reduced by stress ratio Masonry Data Pm Fs Solid Grouting Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy psi= 1,500 psi = 20,000 No 21.48 = 1.000 in= 4.10 = Medium Weight = ASD psi = psi = • • TINDALL ENGINEERING, INC. 610 MALABAR DR. CORONA DEL MAR, CA 92625 company title block here. Title Galak Wall Page: Job # J1712-12 Dsgnr: Tindall Date: MAY 24,2012 Description.... Surcharge over Heel ' = Sloped Soil Over Heel = This Wall in File: y:lgalakwallextension.rp5 Retain Pro 9 ©1989 - 2011 Ver: 9.27 8171 Surcharge Over Heel = Reg istration #: RP -1180495 RP9.27 Cantilevered Retaining Wall Design Code: CBC 2010 Adjacent Footing Load = Axial Dead Load on Stem = Footing. Dimensions & StrengthsFooting * Axial Live Load on Stem = Design Results Toe Width = 0.88 ft Toe Heel Heel Width = 1.38 Factored Pressure = 1,190 0 psf Stem Weight(s) = 279.5 1.13 Total Footing Width = 2.25 Mu': Upward = 472 6 ft-# Footing Thickness = 12.00 in Mu': Downward = 132 132 ft-# Resisting/Overturning Ratio = 1.91 Key Weight = 2.50 Mu: Design = 340 126 ft-# Vert. Component = Key Width = 12.00 in Actual 1 -Way Shear = 5.10 7.00 psi 769.0 Key Depth = 0.00 in Allow 1 -Way Shear = 75.00 75.00 psi Key Distance from Toe = 2.00 ft Toe Reinforcing = # 4 @ 18.00 in Pc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = # 4 @ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 9.00 @ Btm = 3.00 in Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr-. Key: Not req'd, Mu < S * Fr Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 39.8 0.44 17.6 Soil Over Heel = 33.2 1.81 60.2 Surcharge over Heel ' = Sloped Soil Over Heel = Toe Active Pressure = -40.0 0.44 -17.8 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = * Axial Live Load on Stem = Load @ Stem Above Soil = 91.1 4.42 402.3 Soil Over Toe = 33.5 0.44 14.7 _ Surcharge Over Toe = Stem Weight(s) = 279.5 1.13 314.4 Earth @ Stem Transitions= Total = 90.9 O.T.M. _ 402.2 Footing Weighl = 337.5 1.13 379.7 Resisting/Overturning Ratio = 1.91 Key Weight = 2.50 Vertical Loads used for Soil Pressure = 683.7 lbs Vert. Component = Total = 683.7 lbs R.M.= 769.0 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES oil I" ' City of La Quinta Building 8r Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA. 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. U40 Project Address: a © �� j 1 t Owner's Name: A. P. Number: Address: o j' d .r Legal Description: - City, ST, Zip: �, z2s3 ct r Contra o . C(as 51 Loo L 7s Telephone: G P �U 3 s` u O Address: 20- L1 L 4V Project Description: City, ST, Zip: �' 22� C h Re i e ^�, TelePhon. G S'- Al C. 'v mc s'R e State Lie. # : City Lic. Arch., Engr., Designer. Address: City, ST, Zip: Telephone: ne . Construction Type: Occupancy: S tate Li c. #: New AdProJect tYPa circle one Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: - So 2 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted�11 j Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Trgss Calcs. 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 correction Sao � Electrical Subcontactor Ust Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted. Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees . Qfl 0-F . Sf ��� . i�5lc., �-kJaN 72-AiL- STRUCTURAL PLAN FOR INCREASING THE HEIGHT OF AN (E) SIDEYARD CMU WALL JOB ADDRES& GALAK RESIDENCE 79420 BIG HORN TRAIL LA QUINTA, CA 02253 CITY F- L►�1 QUINTA BUILDING & SAFETY DEPT. APPROVED Fob CON TRUCT>f N ❑Are 6/ ram' p , - Z (E) 6" cmu wall wl - - # 4's @ 24"aCew Cantamd (cells w! - DESiGN ASSUMPTIONS: reinf, grouted) — - - - WORK COMPLIES WITH 2O10 CBC SEISMIC DESIGN CATEGORY D - - Varies b' r to 6' $S a 1.500 S I = 0.600 WIND SPEED;-- 55 mph, SURFACE ROUGNESS B _ = rm = 1500 PSI ALLOW. SOIL BEARING PRESSURE = I6D0 psf EFP = 45.0 psflft ,- AlMmated beads SOIL FRICTION FACTOR = 0.25 SOIL PASSIVE = 140.0 psf1R 4' GRADE B i'iEINF. Fs = 44 ksl 12" o� 94'shvriz- 3"orr 2-3- (E) Sideyard CMU Wall (rats) Add (now) mw of CMU Mock to rncrse height ofwall to 6: DR114 epoxy # 4 rebar ii" into top or (E) wall @ 48" cc (inlo mauled celo use Simpson SET 22 epoxy (l=SR 1772) Place N 4 hark & coat. @" (E) 6" cmu waif w! # 4's @ 24" ocew centered (cells wl - - reint grcured) rp 6m Altemat'ed bends (F-)#4'shoriz- I 3"crr 2. 3" Prop_ Modification to (E) CMU )Nall (also) MATERIAL NOTES: 1. Ail work and materials shall be in conformance with the 2010 CBC. 2. Gonrrela shall Nava a rein. 28 day compressive s4enght of 2500 psi with a wlc ratio of 0.45. Higher strerigths may be required for expansive soils or soils containing moderate to high levels of sulfates.I 3. Aggregates for marlar and grout shall be natural send and rock conforming to ASTM C144 and C404. 4. Cement for mortar and grout shall be a "law Alkali" type conforming to ASTM 150, 5. Mortar shall conform to- ASTIM C270 Tees "S". Grout shall tonform to ASTM C A75, both mortar and grout shall attain a 28 day compressive strength of 2500 psi, 0, Water used try grout, mortar, and concrete small be dean and free from deleterious substances. 7. Cement for all concrete shall be a Portland Cement type 11, unless a type v is requited per NQto 2 above, low alkali ==forming to ASTM G150. 8. Ready mix concrete shall be mixed and delivered 1n accordnace with ASTM C-94. Placement shall conform to ACI 301. 9. Reinforcing steel shall be Grade 40 deformed bars and conform with AS7M A615. bars shall be lapped a rain. of 40 bar diameters or In eonformarice with CBC and ACl standards. 10, No admixtures of any knind are allowed Without prior approval from the engineer or from the Building Official, 11. An approved drainage con►rayarice (v-gutter) is recommended to capture surface flow behind the retaining Ball. 12. InVall a 4" diameter perforated gain line bOlne the retaining wall wrapped in filter fabric Mirafi 140H or equal around pipeline. Place 2 cubic feet of gravel with a gradation from 114" rain to 1 112" max. around wrapped drainline. 13. Lay concrete masonry units in a running bond, 14. Construct vertical exapnsion joints at 24 feet an canter 15. Contmeor Is responable far verifying all site conditions meet design assuimiptlons incorparafied in these plans. 16. Contractor or Owner shall be respondilbe for obtainig all necessary govenmmental permits required, 17, Contractor is res#onsibie for silo conditions and the safety for ail persons during the course of constructlon. The contractor Is responsWe for all necessary suppots and shoring to construct the subject wall inatuding suppa ring existing structures SCOPE OF WORK INCRI=ASE THE HEIGHT OF AN EX1S'TIN G SIDEYARD 6" CMU WALE. FROM 5' & TO 8' FOR A LENGTH OF APPROX. 30' TO MATCH THE REMAINING SECTIONS OF THE WALL WHICH IS ATA HEIGHT OF 5' h 5 JOB ADDRESS' 9ALAK ZE"CE M BIG HORN TR- LA QUINTA, CA 92253 RAISE PORTIONS OF AN (E) CMU SIDEYARD WALL SCALE. (AS NOTEDI DATE: 0512012 DRAWN: GT. J C 9 4: 1712-12 REVISED: 1