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BWFE2016-001578-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht 44Qumrw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0015 Property Address: 78002 SAN TIMOTEO APN: 646160023 Application Description: MILLER / 17LF V AND 192LF OF T BLOCK AND IRON W/PILASTERS Property Zoning: Application Valuation: $6,700.00 Applicant: MIKE LOZANO PROFESSIONAL POOL CONSTRUCT] P 0 BOX 11272 PALM DESERT, CA 92255 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 Professions Code, and my License is in full force and effect. License Class: C53 License No.: 840397 Date: ^! L� Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from te 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).: ( ) 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.). (_) 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 48 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/20/2016 Owner:. MILLER FAMILY TRUST 49792 COACHELLA DR LA QUINTA, CA 92253 Contractor: MIKE LOZANO PROFESSIONAL POOL CONSTRUCTI P 0 BOX 11272 PALM DESERT, CA 92255 (760)275-4647 LIC. No.: 840397 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 Aon r which this permit is issued. ave and will maintain workers' compensation insurance, as required by Se700 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: Policy Number: _~ 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 370 of he Labor Code, I shall forthwith comply with those provisions. _ Date: / — `G 4 Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSAT N 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 construction, and hereby authorize. representatives of this city to enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent DESCRIPTION Y �� 3=s ACCO'U h � QTY> AMOUNT kPAID PAID DATE ..ac:.. -r ,:3 _ , 1n Fi.�-� c; -a ... r .o .'° -., ,-.e >h. Y ixs.. ..`` <x. ax3, �'ii Ecy R.`1>. .,C BSAS SB1473 FEE 101-000040306 0 $1'.00 $0.00 '.,} a PAID BY METHOD "� "' RECEIPTn#t # BY : _zv,a. x��� : ; k . r kx5 r� CHECK rCITD' Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 ,:.�:,,*,� DESCRIPTION �, j' FUNT� ' .s'a ��,.r '&' ax.,,r' ' 0 -IDh' .�.,e,.,'#.�� ACCO Q7Yt ;°s AhMOUN7 � !'WD;DATE WALL/FENCE - EA ADDITIONAL 50. LF 101-0000-42404 0 $43.50 $0.00 k , 1` {3 -if` F 3 PAID BY v T < t'i •= 4`�£ .Ar'Y �.�'*.i�,.z?-,.13�'. sn3. RECEIPT #MANgwuy CHECK#g CLTD BY '<wMETHOD f�fr� `s ri ..P'. s;.:.:... .7 .a:.r QTY, AMOUNT; ��AMOU�NTy;=:xPAIDDATE y s:., F.hrA000UNT� 'r e SA - FIRST -10.01F 101-0000-42404 0 $47.86 $0.00 Y PAID.`BY E METHOD "x RECEIPT`CLT•D_Bjf r �. .._- .:. W. .. i-.�....�¢...>., 1n'"�K �4> _'s aJ..,,r. .v. �,� <i.., .i Yk..rZra`(A-e.'xs RS=±e✓ �r�_ f <•I:..t::-4...k. S. tS?kVa, na�i � � j'c 5 DESCRIPTION �s, �' � � +y "L zr�� 4Y�ei°�u , �a%' S`^''.�p.' &�;E :Z` >� ; �¢� sm n' ,� r�'AINIOUNT �.-�.vs�y;, z ��.,,.n! G e,,;- -DATE;, >a ACCOUNTSQTY Us- PAID ID WALL/FENCE - FIRST 100 LF -PC 101-000042.600 0 $60.91. $0.00 1y .� tR'i."1. !.{ i`.� .rr�YY�„..e;y PAID BY,� METHOD F3F£�hr, .,,•C��' ti4:$.'..,•e k,`.Sk."E4.S. _ k #4 .d. Y;:3 #� k.'Sk 7'4'L 8.yie Y M0" RECEIPT CHECK Y;CGTDBY Total Paid for FENCE OR FREESTANDING WALL: $152.27 $0.00. • 00 Description: MILLER / 17LF 6' AND 192LF OF 3' BLOCK AND IRON W/PILASTERS Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 1/20/2016 SKH APPROVED Approved: Parcel No: 646160023 Site Address: 78002 SAN TIMOTEO LA QUINTA,CA 92253 Subdivision: LA QUINTA GOLF ESTATES 2 Block: Lot: 30 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,700.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 92255 Details: 17LF OF'6 BLOCK WALL AND 192 LF OF 3' BLOCK WALL W/IRON ON PL. [ENGINEERED] PRECISION CONCRETE BLOCK SHALL.BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY NAME TYPE NAME ADDRESS[ CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT MIKE LOZANO PROFESSIONAL POOL CONSTRUCT[ P O'BOX 11272 PALM DESERT CA 92255 CONTRACTOR MIKE LOZANO PROFESSIONAL POOL CONSTRUCTI P 0 BOX 11272 PALM DESERT CA 92255 OWNER MILLER FAMILY TRUST 49792 COACHELLA DR LA QUINTA CA 92253 Printed: Wednesday, January 20, 2016 2:00:29 PM 1 of 2 ewSYSTEiMS Printed: Wednesday, January 20, 2016 2:00:29 PM . 2 of 2 SYSTEti1S CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $43.50 $0.00 ADDITIONAL 50 LF WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $0.00 100 LF - WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: .$152.27 $0.00 TOTALS:00 Printed: Wednesday, January 20, 2016 2:00:29 PM . 2 of 2 SYSTEti1S IN, it III III III l 6•X16' COLUMNS .MASONRY g..SH(D—SnS WALL AND FBNCF FRONTVIEW: UH"=l'SCA A.ma" CmN SPER CITY FNUINFiAINO Sr A'A 5—PER CITY E1.0)N©UNOSTANDAR0.5 "HFJOH BLOCK Ui th CITY OF LA QUINT'i BUILDING & SAFETY DEPT,9-I APPROVED FOR CONSTRUCTION OAS 001 5Mv —1 lMciEp MILLER RESIDENCE LA QUINTA 1/8"=I' SCALE --AAkIDA-ffRNAhWO PROPERTY UNE }CONSTRUCTION A. % momm un POOLEQLA �.'T "DIA E4 POLYETHYLENEW— PROFESSIONAL POOL All—OZANO POOL SPECS POOLsmwx. POOLDMH! SPA SPECS SIA --M- .11. EQUIPMENT SPECS JANDY "%V PRO VS VARJABI SP HEATMIM400HEAM R—)—YM—CAR—DOERLM tODU —SPA J... AWA PURE A ANDYONETOUCH OAS 001 5Mv —1 lMciEp MILLER RESIDENCE LA QUINTA 1/8"=I' SCALE Bi" # City of La Q rein to 8uifding &r Safety Division Permit # . . 78-495 Calle Tampico / La Quinta, CA 92253 - (760) 777-7012Building Permit Application and Tracking Sheet Project Address: }s -� Sn1' l (J ��� ' . Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: _ Contractor: o Mt� II ct r: /� 0 / � St PV i s n e. Telephone: Address: •1-.--7 (6 /tl ` Project Description: ' Guc ( C")(,OC.Ic— �►%'FLL City, ST, Zip: IN A C(VJ UA Telephone: -2-7 q� N State Lic. # : City Lie. #; Arch., Cngr., Designer: Address: U City, ST, Zip: Telephone: hone: P ane Occupancy: Construction O ecu Con n T e• s o Type: a S t teLic.#: Project tYPe(circle one • New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories:# Units: Telephone # of Contact Person: Estimated Value of Project: C 70 10 ' &S APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Clieck Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue. Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7r°. Rcyiew, 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 y�i (�C—'� `RVI . 9 T •. s . a e � a `Iii Di'NG & SAFETY DEPT. APPROVED FOR CONSTRUCTION ,:7Etv& b BY Y61 VERT BARS ® 16" O.0 6 CMU T CELLS W/ REINF.) ® BOTT 4 BARS b CONT 1Y #4 ® TOP VERT BARS ® 16" O.0 VERT BARS ® 16" O.0 6X8X16 CMU TMS$ W/ REINF.) 4#4 BARS E.A WAY CMU BLOCK WALL 1.- ALL SPECIAL. INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONTRACTOR PER SEC 1701.1 2.- AGENCY OR INSPECTOR DOING SPECIAL INSPECTION MUST BE APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY, CITY OF PALM DESERT, CA 3.- THE OWNER OR ARCHITECT/ENGINEER OF RECORD ACTING AS OWNER'S AGENT MUST SUBMIT SIGNED STATEMENT CERTIFYING SATISFACTORY COMPLETION OF WORKS REQUIRING SPECIAL FINAL INSPECTION CONCRETE 2500 PSI, STEEL REINFORCE Fy 60KIPS MASONRY MATERIAL SED ARC' , V ��g D. pq9 �Ff' * No. C11991 .A 10/ 31 / 2015 q� EXP. DATE � OF CAv�F CHARLES D. GARLAND A R C H I T E C T 74-991 JONI OIL Suff" PALM OnENT. CA 92211 STRUCTURAL DESIGN ;EINF.) Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILVERLE Dsgnr: Date: -, 13 JAN 2016 . for your program. Description.... This Wall in File: c:\users\efrainf\documents\retainpro 10 project files\contreras columh.rpx RetainPro 10 (c) 1987-2014, Build 10.14.12.11 License: KW-060$7412 Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,AC1 530-11 License To: EFRAIN F CARDENAS Criteria Soil Data ': s '. -:.Y Retained Height = 0.50 ft Allow Soil Bearing- = 2,000.0 psf Wall height above soil = 6.00 ft Equivalent Fluid Pressure Method Heel Active Pressure = 32.0 psf/ft ; Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in. Passive Pressure= 250.0 psf/ft Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf..: Soil Density; Toe = 0.00 pcf� {���� FootingIlSoil Friction = 0.375'a, Soil height to ignore a for passive pressure = 12.00 in & .. Adjacent Footing Load Surcharge Loads Lateral Load Applied to Stem'.' Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft Axial Load Applied t0 Stem has been increased 1.00 FootingType Line Load by a factor of Base b ve/Below Soil Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILYERLE Dsgnr: Date: 13 JAN 2016 for your program. Description.... This Wall in File: c:\users\efrainf\documents\retainpro 10 project files\contreras column.rpx RetainPro 10 (c) 1987-2014, ,Build 10.14.12.11 Toe Width = 0.75 ft License : KW -06057412 Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,AC1 530-11 License To: EFRAIN F CARDENAS Footing Thickness = 18.00 in = 153 Design Summa Mu': Downward = 126 Stem Construction Bottom = 27 -17 ft-# Actual 1 -Way Shear = 0.79 Stem OK Wall Stability Ratios = 75.00 Design Height Above Ftc ft= 0.00 Overturning = 21.24 OK Wall Material Above "Ht" = Masonry Sliding = 11.00 OK Design Method = ASD Thickness = 6.00 Total Bearing Load = 877 lbs Rebar Size = # 4 ...resultant ecc. = 0.19 in Rebar Spacing = 16.00 Soil Pressure @Toe = 459 psf OK Rebar Placed at = Design Data Edge Soil Pressure @ Heel = 418 psf OK + fa/Fa 0.001 Allowable = 2,000 psf sf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs = 4.0 ACI Factored @ Toe = 551 psf ACI Factored @ Heel = 502 psf Strength Leve lbs = Footing Shear @ Toe = 0.8 psi OK Moment.... Actual Footing Shear @Heel = 0.7 psi OK Service Level ft-# = 0.7Strength Allowable = 75.0 psi Leve ft-#= Sliding Calcs (Vertical Component NOT Used) phiMn or Mallowable = 606.2 Lateral Sliding Force = 64.0 lbs Shear..... Actual less 100% Passive Force= - 375.0 lbs Service Level psi = 0.1 less 100% Friction Force = - 329.0 lbs Strength Leve psi = Added Force Req'd = ....for 1.5 : 1 Stability = Load Factors - Building Code Dead Load Live Load Earth, H Wind, W Seismic, E 0.0 lbs OK 0.0 lbs OK CBC 2013,ACI 1.200 1.600 1.600 1.000 1.000 Footing Dimensions & Strengths Toe Width = 0.75 ft Heel Width = 1.25 Total Footing Width = 2.00 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm = 3.00 in Vallowable/(bd) Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy psi = 54.5 58.0 in= 2.75 psi= 1,500 psi = 20,000 = Yes = 21.48 = 1.000 in= 5.60 = Medium Weight = ASD psi = psi = Footing Design Results Toe . Heel Factored Pressure = 551 502 psf Mu': Upward = 153 143 ft-# Mu': Downward = 126 126 ft-# Mu: Design = 27 -17 ft-# Actual 1 -Way Shear = 0.79 0.71 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = # 4 @ 18.00 in Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S' Fr Heel: Not req'd, Mu < S " Fr Key: No key defined Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILYERLE Dsgnr: Date: 13 JAN 2016 for your program. Description.... This Wall in File: c:\users\efrainf\documents\retainpro 10 project files\contreras column.rpx RetainPro 10 (c) 1987-2014, Build 10.14.12.11 License: KW -06057412 Cantilevered Retaining Wall Design 'Ode: CBC 2013,ACI 318-11,AC1 530-11 License To: EFRAIN F CARDENAS Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 64.0 0.67 42.7 Soil Over Heel = 41.3 1.63 67.0 Surcharge over Heel _ Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total 64.0 O.T.M. Resisting/Overturning Ratio = 21.24 Vertical Loads used for Soil Pressure = 877.4 lbs Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = • Axial Live Load on Stem = Soil Over Toe = 0.38 Surcharge Over Toe = 42 7 Stem Weight(s) = 377.0 1.00 377.0 Earth @ Stem Transitions= 9.2 1.33 12.2 Footing Weighl = 450.0 1.00 450.0 Key Weight = Vert. Component = Total = 877.4 lbs R.M.= 906.3 • Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.041 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. �o i% r., �r .0 i b- `.... _....:....................................................................:.....::....:::::....:_::._::.:...:... ......cxx' ,.: . ., .. t ., ...., ., ..: .. ., .. -..: '.:...� j 1� '_ _ d ik .. 12 t. _ ' 375 aQ� Yrf :. ` jR�i'If`{iT "� . ! 1 ,!�yLjf4ft ....: i 459 as s ..___.:..._ _.___._.. '..... .............. .:.....__..............................._,. Y,x . . �x.. 4:x i ., ... g �4 v H 4 7 f r'y'e 34f(``rrA�f1� i tYlt .. _....._...__ . ... i , :.. e ¢� S '' T A nnnMi . _G'i ,� x' .., .. .. .. ... .___..... .. - Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILVERLE Dsgnr: Date: 13 JAN 2016 for your program. Description.... This Wall in File: c:\users\efrainf\docu ments\reta in pro 10. project files\contreras column.rpx RetainPro 10 (c) 1987-2014, Build 10.14.12.11 License: Kw -06057412 Cantilevered Retaining Wall Design :ode: CBC 2013,AC1 318-11,ACI 530-11 License To: EFRAIN F CARDENAS Criteria Soil Data . . .. .. Retained Height = 0.75 ft Allow Soil Bearing = 2,000.0 psf I Wall height above soil = 2.50 ft Equivalent Fluid Pressure Method Heel Active Pressure — 32.0 psf/ft Slope Behind Wall = 0.00: 1 = Height of Soil over Toe = 6.00 in Passive Pressure _ 250.0 psf/ft ' Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf5��'s gip, Soil Density, Toe = 0.00 pd 1 FootingIlSoil Friction" 0.375 E Soil height to ignore for passive pressure = 12.00 in Adjacent Footing Load Surcharge Loads Lateral Load Applied to Stem Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem has been increased 1.00 Footing Type • Line Load by a factor of Base Above/Below Soil Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILVERLE Dsgnr: Date: 13 JAN 2016 for your program. Description.... This Wall in File: c:\users\efrainf\documents\retainpro 10 project files\contreras column.rpx RetainPro 10 (c) 1987-2014, Build 10.14.12.11 License: KW -06057412 Cantilevered Retaining Wall Design :ode: CBC 2013,AC1 318-11,AC1 530-11 License To: EFRAIN F CARDENAS Design Summary Wall Stability Ratios Overturning = 6.95 OK Sliding = 6.04 OK Total Bearing Load = 373 lbs ...resultant ecc. = 0.52 in Soil Pressure @ Toe = 470 psf OK Soil Pressure @ Heel = 275 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 565 psf ACI Factored @ Heel = 330 psf Footing Shear @ Toe = 0.7 psi OK Footing Shear @ Heel = 0.2 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force 49.0 lbs less 100% Passive Force = - 156.3 lbs less 100% Friction Force = - 139.8 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors - Building Code Dead Load Live Load Earth, H Wind, W Seismic, E CBC 2013,ACI 1.200 1.600 1.600 1.000 1.000 Footing Dimensions & Strengths Toe Width = 0.25 ft Heel Width = 0.75 Total Footing Width = 1.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm = 3.00 in Stem Construction I_ Design Height Above FtE ft= Wall Material Above "Ht" _ Design Method = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data 7 ft-# fb/FB + fa/Fa = Total Force @ Section Allow 1 -Way Shear Service Level lbs = Strength Leve lbs = Moment.... Actual Heel Reinforcing Service Level ft-#= Strength Leve ft-# = phiMn or Mallowable = Shear..... Actual Service Level psi = Strength Leve psi = Vallowable/(bd) psi = Wall Weight = Rebar Depth 'd' in= Masonry Data fm psi = _ Fs psi = Solid Grouting = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. in= Masonry Block Type = Masonry Design Method = Concrete Data fc psi = Fy psi = Bottom Stem OK 0.00 Masonry ASD 6.00 # 4 16.00 Edge 0.004 9.0 2.3 606.2 0.3 44.4 58.0 2.75 1,500 20,000 Yes 21.48 1.000 5.60 Medium Weight ASD Footing Design Results Toe Heel Factored Pressure = 565 330 psf Mu': Upward = 17 11 ft-# Mu': Downward = 15 17 ft-# Mu: Design = 2 7 ft-# Actual 1 -Way Shear = 0.66 0.18 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = # 4 @ 18.00 in Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Use menu item Settings > Printing & Title Block Title 6" CMU COLUMN Page: to set these five lines of information Job # SILVERLE Dsgnr: Date: 13 JAN 2016 for your program. Description.... This Wall in File: c:\users\efrainf\documents\retainpro 10 project files\contreras column.rpx RetainPro 10 (c) 1987-2014, Build 10.14.12.11 License: KW -06057412 Cantilevered Retaining Wall Design :ode: CBC 2013,AC1 318-11,AC1 530-11 License To: EFRAIN F CARDENAS Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance, Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 49.0 0.58 28.6 Soil Over Heel = 20.6 0.88 18.0 Surcharge over Heel = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = Load @ Stem Above Soil = * Axial Live Load on Stem = _ Soil Over Toe = 0.13 Surcharge Over Toe = Total 49.0 O.T.M. 28.6 Stem Weight(s) = 188.5 0.50 94.3 Earth @ Stem Transitions= 13.8 0.83 11.5 _ = Footing Weight = 150.0 0.50 75.0 Resisting/Overturning Ratio = 6.95 Key Weight = Vertical Loads used for Soil Pressure = 372.9 lbs Vert. Component = Total = 372.9 lbs R.M.= 198.8 Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.042 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. 10e6e`e`06e�e�e�e�e�0 /beee°e°e°1°leeeeeee�� e eseeeeeee /eeeeee00000eee� reeeeeeeeeo 1°Oieiei°ieieieieiei �eeeeJpeepeepeei ,�,�ee�i� ,ee�e�,� p„e_..._ �.�e�e�e�re; �.e - , r� r i; I . .: . . =.. ...... I ' .,' t. .. .::. .. ...... : . ..m. ^ --� - . ._. 4 _ _ I l : .. Y r„: E n s'z f ... .........:... .: f E 1 .:: .. 1 .xH. b in« E ... / f ... :.: x ...... '. ... -:. ......... f .. .. E' ..' , - r .. nil. :4. S:n / 1 xz i; Fin e:. r { .., n. ". '. .. 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