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BWFE2015-0272
LICENSED CONTRACTOR'S DECLARATION . I hereby affirm under penalty of perjury that I am licensed nder provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi s an Professions de, and my License is in full force and effect. License Class: C29 License No.: 9578962 Date: -1�2� Contractor:/ 1/V, SGAY� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I 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).: (� 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 Na Lender's Address: . 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' com a ' n, as provided for by Section 3700 of the Labor Code, for the performance of th o k for which this permit is issued. . I ve and will maintain workers' compensation insurance, as required by Sectio 00 of the Labor Code, for the performance of the work for which this permit is issue •. 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 lAould come subject to the workers' compensation provisions of Section 3700 f he L bor C e, I shall forthwith comply with those provisions. I WARNING: FAILURE TO SECURE WORKERS' COMPRAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL NAL IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). 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 informatio ' correct. I agree to comply with all city and county ordinances and state a s rela o building construction, and hereby authorize representatives of this city o e ter p the above- mentioned property for inspection purposes. Dater 'Z-�� Signature(ApplicantorAgent � Q & VOICE (760) 777-7125 78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/2/2015 Application Number: BWFE2015-0272 Owner: Property Address: 79315 TOM FAZIO LN' WILLIAM SIMMONS APN: 766032008 79315 TOM FAZIO LN g Application Description: SIMMONS / 33LF OF COMBINATION WALL LA QUINTA, CA 92253 Q Property Zoning: D N a ow Application Valuation: $11,500.00 w a Applicant: Contractor: CL 0 QUI BOGART MASONRY INC BOGART MASONRY IN v v P 0 BOX 2398 P 0 BOX 2398 YUCCA VALLEY, CA 92286 YUCCA VALLEY, CA 92 o C (760)363-7550 Llc. No.: 957896 LICENSED CONTRACTOR'S DECLARATION . I hereby affirm under penalty of perjury that I am licensed nder provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi s an Professions de, and my License is in full force and effect. License Class: C29 License No.: 9578962 Date: -1�2� Contractor:/ 1/V, SGAY� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I 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).: (� 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 Na Lender's Address: . 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' com a ' n, as provided for by Section 3700 of the Labor Code, for the performance of th o k for which this permit is issued. . I ve and will maintain workers' compensation insurance, as required by Sectio 00 of the Labor Code, for the performance of the work for which this permit is issue •. 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 lAould come subject to the workers' compensation provisions of Section 3700 f he L bor C e, I shall forthwith comply with those provisions. I WARNING: FAILURE TO SECURE WORKERS' COMPRAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL NAL IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). 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 informatio ' correct. I agree to comply with all city and county ordinances and state a s rela o building construction, and hereby authorize representatives of this city o e ter p the above- mentioned property for inspection purposes. Dater 'Z-�� Signature(ApplicantorAgent r, a a • 1 DESCRIPTION' -FIN s ACCOUNT ;QTY, '4: AMOUNT ' ;PAID # § :' '' Pi41D. DATE BSAS SB1473 FEE t 101-0000-20306 0 $1.00 $1.00 9/2/15 f _ PAID BY `�'* METHOD N° ` `` , r RECEIPT # a s, ," - ' CHECK # ' ' ;4 CLTD BYF s:%F'. BOGART MASONRY INC CHECK R8930 11758 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $1.00 h 4 DESCRIPTION L ;` s' -'-'}'ACCOUNT'S ".�, QTY ` 'AMOUNT,,;,, �_ 'a =PAID '� PAID DATE : COMBINATION GARDEN/RETAINING WALL - 101-0000-42404 0 $95.72 $95.72 9/2/15 FIRST 10OLF METHOD � r RECEIPT # 'CHECK # 'fit. CLTD BY� S tT BOGART MASONRY INC CHECK R8930 11758 SKH x =DESCRIPTION ACCOUNT QTY4 AMOUNT; " � PAID PAID DATE' COMBINATION GARDEN/RETAINING WALL - 101-0000-42600 0 $60.91 $60.91 9/2/15 FIRST 10OLF PC PAID BY •;= �� "� 1 _ ' " METHO'0 : ':RECEIPT # f,= ' +` CHECK # " CLTD BYE, BOGART MASONRY INC CHECK R8930 11758 SKH Total Paid forCOMBINATION GARDEN/RETAINING WALL $156.63 $156.63 TOTALS: $157.63 $1S7.63 r, Description: SIMMONS / 33LF OF. COMBINATION WALL Type: WALL/FENCE Subtype: SPECIAL/ENGINEERED Status: INCOMPLETE SUBMITTAL Applied: 9/2/2015 AOR DESIGN Approved: Parcel No: 766032008 Site Address: 79315 TOM FAZIO LN LA QUINTA,CA 92253 Subdivision: TR 27728 Block: Lot: 53 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $11,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 33LF OF COMBINATION 6' GARDEN W/7' RETAINING WALL AT SOUTH EAST CORNER OF LOT AND CONTINUING ONTO GOLF COURSE _ [SPECIAL ENGINEERED) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ADDITIONAL 0 • • - x CHRONOLOGYTYPE STAFF NAME' ACTION DATE COMPLETION DATE . ' NOTES REQUIRED DOCUMENTS: -11X17 SITE PLAN EXHIBIT -UPDATED 2013 CBC ENGINEERING -1,500 SOIL BEARING UNLESS SOILS REPORT PROVIDED -HOA APPROVAL FOR LOCATION OF BLOCK WALL .PENDING DOCUMENTS AJ ORTEGA 9/2/2015 9/2/2015 NOTES: INFORMED APPLICANT (BOGART MASONRY) OF ABOVE ITEMS, ALTHOUGH BLOCK WALL IS NOT ENTIRELY ON THE SUBJECT PROPERTY IT IS IN REFERENCE TO THIS PARCEL, APPLICATION IS APPROVABLE WITH THE ABOVE ITEMS COMPLETED. DIVUITIG Printed: Wednesday, September 02, 2015 1:47:40 PM 1 of 3 - SYSTEMS Permit Details = PERMIT NUMBER City of La•-Quint=a BWFE-201'5'0272 NAME TYPE' NAME gADDRESSI ." CITY STATE ZIP PHONE FAX EMAIL . APPLICANT BOGART MASONRY INC P 0 BOX 2398 YUCCA VALLEY CA 92286 CONTRACTOR BOGART MASONRY INC P O'BOX 2398 YUCCA VALLEY CA 92286 , OWNER WILLIAM SIMMONS 79315 TOM FAZIO LN LA QUINTA CA 92253 T. PARENT PROJECTS Printed: Wednesday,.September 02, 2015 1:47:40 PM 2 of 3 M SYSTEMS INFORMATION K DESCRIPTION ACCOUNT ; eCITY AMOUNT, PAID 'PAID DATE RECEIPT #' ` CHECK # ,METHOD �. PAID BYBY CLTD . : , , BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 9/2/15 R8930 11758 CHECK BOGARTINC MASONRY SKH Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: ' COMBINATION BOGART MASONRY GARDEN/RETAINING 101-0000,42404 0 $95.72 $95.72 9/2/15 R8930 11758 CHECK SKH INC WALL - FIRST 10OLF COMBINATION BOGART MASONRY GARDEN/RETAINING 101-0000-42600 0 $60.91 $60.91 9/2/15 R8930 11758 CHECK SKH INC WALL- FIRST 10OLF PC Total Paid forCOMBINATION GARDEN/RETAINING WALL $156.63 $156.63 TOTALS: $157.63 $157.63 INSPECTION$ _ TYPE INSPECTOR SEQID INSPECTION `SCHEDULED 'COMPLETED SC RESULT REMARKS , NOTES DATE DATE . FINAL" BLD PARENT PROJECTS Printed: Wednesday,.September 02, 2015 1:47:40 PM 2 of 3 M SYSTEMS Iain # Qty of La Quin to Buifding &T Safety Division Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #78-495 Project Address: 7 Ci _ 3 f /©rv�Z p LN Owner's Name: wCLr A. P. Number: Ir4Lk Address: Legal Description: City, ST, Zip: Contractor: qr a S LtA E T Telephone: hone: Address: Pa ProjectDescription: City, ST, Zip: OU& �A oCl C , a.4 Telephone: 7 3S 3 �- 6 S 7 U- t2 o n. Cf -f o State Lie. # : q5 ? $q G City Lie. #; &20Q Arch., Engr., Designer: Address: City., ST, Zip: Telephone: X.Addn n Costru t c ton Type: : V"Occupancy: State Lic. #• Project type circle one): New Alter Repairair Demo Name of Contact Person: Ci�p..... Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: �/o� — ?SD — (7-7 Z Estimated Value of Project: cr0 APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'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 Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for-corrections/issue Electrical Subcontactor List Called Contact Person • Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN I1OUSE:- '"' Reviciv, 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 PROJECT HEITEC www ' ' eiteclnc.com 42.575 Melanie Place, Suite P Palm Desert, Callfornla 92211 A00068*�k C O N S U L T I N G 760.340.9060 Fax:760.340.9070 SHEET: CALC'D: W.O.. NOTES: DESIGNED FOR 90 MPH EXP. C WIND PER CBC 2013 & ASCE 7-10. fm=1500psi w/NO SPECIAL INSPECTION CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. USE 'TYPE S" MORTAR PER ASTM C 270. USE ASTM A615 GRADE 40 STEEL. MIN. GRADE 60 FOR #5 BARS AND UP. GROUT STRENGTH TO BE 2000psl MIN. PER ASTM C 476. FOOTING CONCRETE: 2500psi MIN. @ 28 DAYS. USE TYPE V CEMENT. PROVIDE 3" MIN. CONCRETE REBAR COVER FOR ANY FOOTING CAST AGAINST NATURAL SOIL. USE SELECT BACKFILL SOIL PER SOILS ENGR. PROVIDE A ASTM C-33 Y4' GRAVEL SUBDRAIN AS SHOWN. WATERPROOF BACKFILL SIDE OF WALL. PROVIDE PROPER SHORING DURING CONSTRUCTION. #4 HORIZ. @ 24" O.C. 6" C.M.U. W/ #4 @ 24" O.C. @ CENTER, PARTIAL GROUT EMBED 24" MIN. 8" C.M.U. W/ #5 @ 24" O.C. @ EDGE, SOLID GROUT EMBED 24" MIN. 12" C.M.U. W/ #5 @ 16" O.C. @ EDGE, SOLID GROUT 3- - r- SIMMONS RESIDENCE 79315 TOM FAZZIO NORTH THE QUARRY, LA QUINTA, CALIFORNIA 1 OF: 1 M.D.H. CHK'D: D.H. 152012 DATE: 09/02/15 7r6.dwg F7wfCUv5• all --M (.0 CITY OF LA QUINT/ BUILDING & SAFETY DEPT APPROVED DATEq[Z 19- BY SEE DRAIN NOTE d - I 04 #4 CONT. AS SHOWN -I 1I- 6'-6" DRAIN NOTE 1 CF/FT OF CLEAN COARSE GRAVEL W/ OPTION A OR 8 A) 4- DIA. PERFORATED PVC PIPE W/ 19 GRADIENT TO DRAIN B) OMIT HEAD JOINTS IN FIRST COURSE HEITEC H E I T E C Title : Bogart Masonry Page: o s 7 , H a 42-575 Melanie Place, Suite P Job # : Dsgnr: MDH Date: 2 SEP 2015 42513 Mel -le Pl..SIa.H Palm Dm G92211 Palm Desert, CA 92211 Descr: 7' Ret. w/ 6' Screen Wall Tel 760. 340.9060 ra. 760.340.9070 760.340.9060 mhacker@heitecinc.com This Wall in File: g:\blocks\walls\calcs\7r5u.rp5 RetainPro 10 (c) 1987.2012, Build 10.13.8.31 License: KW -06056635 Cantilevered Retaining Wall Design Code: CBC 2013,AC1 318-08,AC1 530-08 License To: HACKER ENGINEERING Criteria 1,464 psf OK Retained Height = 7.00 ft Wall height above soil = 6.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 4.00 in Water height over heel = 0.0 it Surcharge Loads 1,464 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning 1,500 psf Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1,757 psf Axial Load Applied to Stem i Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Sliding Calcs (Vertical Component Wall Stability Ratios Lateral Sliding Force = Overturning = 5.69 OK Sliding = 1.59 OK Total Bearing Load = 6,104 lbs ...resultant ecc. = 7.27 in Soil Pressure @ Toe = 1,464 psf OK Soil Pressure @ Heel = 414 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable 'ACI Factored @ Toe = 1,757 psf ACI Factored @ Heel = 496 psf Footing Shear @ Toe = 3.7 psi OK Footing Shear @ Heel = 7.8 psi OK Allowable = 67.1 psi Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 1,040.4 lbs less 100% Passive Force = - 133.3 lbs less 100% Friction Force = - 1,525.9 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 2010,AC1 1.200 1.600 1.600 1.600 1.000 Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 0.00 pcf FootingIlSoil Friction = 0.250 Soil height to ignore has been increased for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft 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 = 13.4 psf Adjacent Footing Load ' Top Stem 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 0.00 at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 Stem Construction ' Top Stem 2nd 3rd 20,000 20,000 Stem OK Stem OK Stem OK Design Height Above Fto ft = 6.67 .3.33 0.00 Wall Material Above "Ht" = Masonry. Masonry Masonry Thickness = 6.00 8.00 12.00 Rebar Size = # 4 # 5 # 5 Rebar Spacing = 24.00 24.00 16.00 Rebar Placed at = Center Edge Edge Design Data fb/FB + fa/Fa = 0.988 0.855 0.983 Total Force @ Section lbs = 82.0 282.4 815.4 Moment.... Actual ft-#= 267.9 783.4 2,519.0 Moment.....Allowable ft-# = 271.0 916.4 2,563.0 Shear..... Actual psi = 2.5 4.5 7.6 Shear..... Allowable psi = 19.4 19.4 19.4 Wall Weight psf= 43.0 78.0 124.0 Rebar Depth 'd' in= 2.75 5.25 9.00 LAP SPLICE IF ABOVE in = 36.00 45.00 45.00 LAP SPLICE IF BELOW in= 36.00 45.00 HOOK EMBED INTO FTG in = 6.24 Lap splice above base reduced by stress ratio Hook embedment reduced by stress ratio Masonry Data I'm Fs Solid Grouting Use Half Stresses Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy psi= 1,500 1,500 1,500 psi = 20,000 20,000 20,000 = No Yes Yes = n/a Yes Yes = 25.78 25.78 25.78 = 1.000 1.000 1.000 in= 4.10 7.60 11.60 = Medium Weight = ASD Half -Stress option used. psi = psi = HEITEC H E I T E C Title : Bogart Masonry Page: r , H „ 42-575 Melanie Place, Suite P Job # Dsgnr: MDH Date: 2 SEP 2015 425]5 Mel-le PI.. Ste.H P.-0e t.G 972,, Palm Desert, CA 92211 Descr: 7' Ret. w/ 6' Screen Wall lel ]60.340.9060 Pa, ]60.340.00]0 760.340.9060 mhacker@heitecinc.com This Wall in File: g:\blocks\walls\calcs\7r5u.rp5 RetainPro 10 (c) 1987-2012, Build 10.13.8.31 License: KW-06056635 Cantilevered Retaining Wall Design Code: CBC 2013,ACI 318-08,ACI 530-08 License To: HACKER ENGINEERING Footing Dimensions & Strengths Toe Width = 0.25 ft Heel Width = 6.25 Total Footing Width = 6.50 Footing Thickness = 12.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 1.50 ft fc = 2,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % q = 0.0018 Cover @ Top 6.00 @ Btm = 3.00 in Footing Design Results Toe Heel Factored Pressure = 1,757 496 psf Mu': Upward = 54 16 ft-# Mu': Downward = 7 35 ft-# Mu: Design = 47 18 ft-# Actual 1 -Way Shear = 3.66 7.83 psi Allow 1 -Way Shear = 67.08 67.08 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings - 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 = 960.0 2.67 2,560.0 Soil Over Heel = 4,042.5 3.88 15,664.7 Surcharge over Heel Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total 80.4 11.00 884.4 1,040.4 O.T.M. 3,444.4 Resisting/Overturning Ratio = 5.69 Vert. component of active S.P. used for Overturning Resistance. DESIGNER NOTES: Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Footing Weight = Key Weight = 0.13 945.6 0.63 597.8 140.6 1.07 150.8 975.0 3.25 3,168.8 2.00 Total = 6,103.7 lbs R.M.= 19,582.0 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. i -L! , 'I N, GENERAL NOTES LA , = MILL ONO ALL MM A4 !0ILM M BE CSR OF LA OMA OR 00 �W-14 M Keso{OsfSsoi1�OL IFeWAO 1fIR3 A! 9gso1 M M AIi11fMrA! W W. 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