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BLCK (06-0468)59000 Marbella 06-0468 ;O+ 4i P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00000468 Property Address: 59000 MARBELLA APN: 764-200-999-86 -316812- Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 85609 Applicant: Architect or Td4t 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: CORAL OPTION I 79295 RANCHO LA QUINTA DR LA QUINTA, CA 92253 (760)771-1941 D ° Contractor: MAR 14 2006 TD DESERT DEVELOPMENT LP P O BOX 1716 LA QUINTA, CA 92247 CITY OF LA QUINTA (760)771-1941 FINANCE Wt. Lic. No.: 762987 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pr s of Chapter 9 (commencing with Section 7000) of Division 3 of the Busin fessiona ode, and License is in full force and effect. License Class: BI License No:( 7 2987 _ Date:CZ ontractoM1 / / / — OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State Licensew for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requir 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.). 1 _ 1 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 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: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/27/06 WORKER'S COMPENSATION DECLARATION I hefeby 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. _ 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 STATE FUND Policy Number CA005001482-001 _ I certify that, in the performance of the work for which this permit is issued, I shall not enRloy any 437 n any manner so as to become subject to the workers' compensation laws of CbTifornia, reethat, if I should become workers' co ion provisions oflSection f the Labor Code,I s orthwith comp, withovisioDat2pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UN FUL, ND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUND THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS No 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 ab o ation is rrect. I agr to comp) II city and co ty ordinances and state laws relating to build' construe n, hereby authori a rep entatives t of this cTou y enter upon the above-mentioned grope for inspecti n 'poses. DatIF/ff Signature (Applicant or Agent,: Application Number . . . . . 06-00000468 Permit WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 576.50 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 85609 Expiration Date 7/26/06 Qty Unit Charge Per Extension ► , BASE FEE 414.50 36.00 4.5000 THOU BLDG 50,001-100,000 162.00 ---------------------------------------------------------------------------- 3 Special Notes and Comments 2,474 LF 4' RETAINING WALL. 53 LF OF COLUMNS 6' OR GREATER IN HEIGHT. 606 LF 6' OR GREATER RETAINING WALLS. 1,182 LF 6' OR GREATER GARDEN WALLS. ALL PER STRUCT CALCS & APPROVED PLANS. Fee summary Charged Paid Credited Due Permit Fee Total 576.50 .00 .00 576.50 Plan Check Total .00 .00 .00 .00 Grand Total 576.50 .00 .00 576.50 =1 LQPERMIT Permit fl 0() 9 Project Address:' © A. P. Number: City of La Quinta, Building U Safety Division P.O. Box. 1504, 78-495 Calle Tampico La Quinta, CA 92253 -.(760) 777-7012 Building Permit Application and Tracking Sheet Owner's Name: j h 0 ✓ ro c L Address: e) LegDescription: —17A-+,--7 Z 116 00 Legal ? City, ST, Zip: Contractor: `n E27Telephone: Address: e1v D City, ST, Zip: Gp - C4- Z 2 Telephone: p 7-711Y State Lit. # : City.Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Project Description: C) L l_. S2 L / 7 ' ??rl'Zt •cD `ThiC Pers (-kqmrjd j Telephone: Tei. Jv, ly State Lie. #: Construction Type: Project type (circle one Name of Contact Person: Sq. Fr_: #Stories: Telephone # of Contact Person % p 7 7/ -.4 Z/2 /lc c SGT ( ►C,( ' Sir. z%2g --21 VCA DiE :1310 3 3 S z• ,A e tG ti Occupancy, Add'n Alter Repair Demo # Units: PERMIT FEES Item Plan Check Deposit Plan Check Balance Construction Mechanical 1 Electrical Grading Developer Total Permit Fees Fee 0 Amount Estirnated Value Of projee APPLICANT: DO NOT WklTE BELOW THIS UNE # Submittal Req'd Recd TRACKIIVG Plan Sets Plan Check submitted Z Structural Cxlcs. t7 Reviewed, ready for corrections Truss Calcs. Called Contact Person Energy Cales. Plaits. Picked. up Flood plain plan Plans resubmitted Grading. plan 2°' Review, ready for corrections/issue Subcontactor List Called Contact Person Grant Deed Plans picked up H.O.A. Approval Plans resubmitted IN ROUSE: ''" Review, ready for correc o iss Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Z/2 /lc c SGT ( ►C,( ' Sir. z%2g --21 VCA DiE :1310 3 3 S z• ,A e tG ti Occupancy, Add'n Alter Repair Demo # Units: PERMIT FEES Item Plan Check Deposit Plan Check Balance Construction Mechanical 1 Electrical Grading Developer Total Permit Fees Fee 0 Amount Jan 24 06 11:40a Name Cart Barn Service Area Tennis Court Walls Dining Terrace Arrival Court Pool Area P.1 Barajas Masonry, Inc. Andalusia Swin & Tennis Club Site Wali Breakdown TCL Height Len4th Detail Retaining : 4'-0" high 212 lin. Ft. 3/SD-4 Freestanding 8'-8" high 205 lin. Ft. 24/SDI Columns - Qty. 2 8'-8" high . 2'-8" sq. 5/SD4 Retaining 4'-0" high 2082 lin. Ft. 3/SD-4 Ret/Freestanding 10'-8" high 354 lin. Ft. 4/SD4 Retaining 5'-4" high 400. lin. Ft. 4/SD4 Columns - Qty. 16 10'-0" high *%ix! 6/SD4 Freestanding 8'-8" high 85 lin. Ft. 24/SD1 Columns - Qty. 5 8'-8" high 2'-8" sq. 5/SD4 Freestanding 8'-8" high 205 lin. Ft. 24/SDI Freestanding 10'-8" high 106 lin. Ft. 24/SDI Freestanding 6'-0" high 12 lin. Ft. 24/SD1 Freestanding 8'-0" high 2.15 lin. Ft. 24/SDI Retaining 4'-0" high 170 lin. Ft.' 3/SD4 Retaining 6'-8" high 417 lin. Ft. 25ISD3 Retaining 10'-8" high 189 lin. Ft. 4/SD4 Columns _ Qty 12 10`-0" higha rn g 6/SD4 Columns - Qty 18 8'-8" high 2'-0" sq. 5/SD4 S3 F e F CoLuM N S (O Z LF LoY DESIGN' CLIENT: DESIGNED B' STRUCTURAL CA FOR CORALMO SWIM &- TEN. MASONRY Si AT CORAL MM LA QUINTA, JOB #- 4176 2/26/06 erb I o G r: R.F. CITY OF LA QuiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONS TR , U-.ag, . TIONS 4TAIN S CLUB WALL HART HOWERTON HART HOWERTON ZEYAD FAQIH P.E. , D?p,OFES M. No. 57958 mExp. 06-30-0 ao U FOF C /VIL afti 1F R F STRUCTURAL CONSULTANTS, INC. 75-153 MERLE DRIVE, STE. 13, PALM DESERT, CA., 92211 MOiC(760)-83-6-1000 FAX (760) 836-0856 - Fl- cer') M,4 2 ao( ', --A. - ESI WALLS WEIGHT PER CALCULATIONS SEISMIC ZC NE 4 FAULT TYPE A Na = 1.0 APPROXIMATELY 10.00 Km TO E SOIL PROFILE. Sd. SEISMIC. COEFFICIENT 4 STRUCT SYSTEM R = 4.5 SEISMIC F TOR = (2.5 x 0.44 x 1.00 x 1.00 SEE CALL ATIONS FOR p. FACTOR WIND EXP SURE C WIND SPEED 70 MAXIMUM IGHT 15. ft. WIND. FACTOR SOIL BE G PRESSURE =1500 psf (per ACTIVE PREISSURE = 35.00 PASSIVE P SSURE. = 35.0:0,0: FRICTION F ACTOR = 0.5 SOIL DENSI ry = 110.00 F'c = 2,500.0 Fy = 40,000.00 F'm 1,50,0, 06 Fs = 20,000.CO ULT a=0:44 Na 1.4x4.5)=0.175W 17.36 psf report) 1997 UNIF'OW BUILDING CODE % 2001 CALIFORNIA BUILDING CODE To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent yourtitle block information. 1,17 ft Rev. 550100 User. KW -0604869, Ver 5.5.0, 2 Sep_ 2001 (c)19n2001 ENERCALC Engineering Software Description slirIg- •sem Criteria n M11 I Retained Height Wall height above soil Slope Behind Wall Height of Soil over To Soil Density Wind on Stem Design Summar .. Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Le ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding Sliding Calcs (Vertical Lateral Sliding Force less 100% Passive Fc less 100% Friction Foi Added Force Req'd ....for 1.5 : 1 Stability Footina Design R Factored Pressure = Mu': Upward = Mu': Downward - Mu: Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe Reinforcing = Heel Reinforcing = Key Reinforcing = Job # 1 r: Date: 11:45AM, 27 MAR 04 Cantilevered Retainii g Wall ,Soil Data = 0.50ft Allow Soil Bearing = 1,500.0 = 8.00 ft Equivalent Fluid Pressure h ethod = 0.00:1 Heel Active Pressure = 35.0 1,17 ft Toe Active Pressure = 0.0 = 6.00 in Passive Pressure = 350.0 = 110.00 pcf Water height over heel = 0.01 Key Depth = FootingIlSoil Friction = 0.300 = 19.8 psf Soil height to ignore 16.00 Rebar Placed at for passive pressure = 0.00 in 1,150 lbs 9.12 in = 1,037 psf OK = 0 psf OK 1,500 psf s Than Allowable 1,438 psf 0 psf = 8.8 psi OK 3.5 psi OK 85.0 psi 1.95 OK 3.74 OK ,omponent Used) = 197.8 lbs ;e= - 393.8 lbs e= - 345.0 lbs 0.0 lbs OK 0.0 lbs OK sults 1,438 1,021 255 767 8.84 85.00 None Spec'd None Spec'd None Spec'd Heel 0 psf 0 ft-# 277 ft-# 277 ft-# 3.46 psi 85.00 psi C sign Page 1 2Footing:jSt renjg ths imensions T3ee.:=. .. s .... . ...+ fc = 2,500 psi FY = 40,000 psi Min. As % = 0.0014 Toe Width = 1,17 ft Heel Width = 1.83 Total Footing Width =W Ht. in = Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Stem Construction = Tbp Stem ` Design height ft-#= ft = Slem OK 0.00 Wall Material Above "Ht" = Masonry Thickness Ht. in = = 8.00 Rebar Size = = # 5 Rebar Spacing = 16.00 Rebar Placed at psi = = Center Design Data = Modular Ratio 'n' _ fb/FB + fa/Fa = Total Force @ Sec on lbs = Moment.... Actual ft-#= Moment ..... Allowable = Shear..... Actual psi = Shear..:..Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in= Masonry;Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. in = Masonry Block Type = Normal U Concrete, Data fc psi = Fy psi = Other Acceptable Slzejs & Spacing Toe: Not req'd, Mu S' Fr Heel: Not req 'd, Mu S * Fr Key: No key define 0.576 162.8 713.5 1,238.8 5.2 38.7 25.00 6.00 66.0 3.81 1,500 20,000 No Yes 25.78 1.000 5.80. Cover @ Top = 3.00 in @ Btm.= 3.00 in To specify your title block on ritle these five lines, use the SETTINGS sgnr: main menu selecti n, choose the escription Printing & Title Block tab, and ent your title block inf rmation. cope Rev010 User. KW -0604868, Ver 5.5.0, 25 -Sep -2001 (C)IS83-2001 ENERCALC Eni lineeringSoftware Cantilevered Retain ng Walt Description 777 177M show -07 ,- 4 ; Summa of O erturnin & Resistin-q Forces & Moment .....OVERTURNING..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure — Toe Active Pressure = Surcharge Over Toe Adjacent Footing Load = Added Lateral Load = Job # Date: 11:45AM, 27 MAR 04 n Page 2 .....RESISTING..... Force Distance Moment lbs It ft-# 0.50 19.7 oil Over Heel — 64 1 Load @ Stem Above Spil = 158.4 5.50 871.2 SeismicLoad Total197.8 O.T.M. = 890.9 Resisting/Overtumi g Ratio = 1.95 Vertical Loads use for Soil Pressure = 1,150.1 lbs Vertical component of ctive pressure used for soil pressure 2.42 155.0 loped SoilOver Heel = urcharge Ovir Heel = djacent Footing Load = al Dead Lo d on Stem = 0.00 oil Over Toe = 64.1 0.58 urcharge Over Toe = tem Weight( 561.0 1.50 arth @ Stem (Transitions = ooting Weight = 449.8 1.50 rey Weight = reit. Componnt = 11.0 3.00 1 Total -=1, 150.1 lbs R.M.= 37.4 841.1 674.5 1,740.9 To specify your.W44 k on T. W. these five lines, use the SETTINGS D gnr: Date: 5:53PK 1 JUN 04 scription main menu selectio , choose the Printing & Title Blocl i tab, and ent Scope: your title block infor ation. Rev- 550100 + p 9 q U.ser:KVV-0604868, Ver 5.5.0, ,Sep -2001 'l.ri tl l tr t- r1el Q ' V d Jl f1 Page 1 (c)7083.2001 ENERCALC Engi ring'oftrvare Description P. WALL 4 FT HIGH OR LESS Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Total Bearing Load Soil Data = 4.50 ft Allow Soil Bearing = 6.00 ft Equivalent.Fluid.Press[ Soil Pressure @ Heel Heel Active Pressure = 0.00: 1 Toe Active Pressure... = 6.00 in Passive Pressure . = 110.00 pcf Water height over heel ACI Factored @ Heel FootingllSoil Friction = 17.4 psf Soil height to ignore Footing Shear @ Heel for passive pressure Total Bearing Load = 2,434 lbs ... resultant ecc. = 4.57 In Soil Pressure @ Toe = 1,430 psf OK Soil Pressure @ Heel = 193 psf OK Allowable = 1,500 psf Soil Pressure Lez s Than Allowable ACI Factored @ Toe = 1,881 psf ACI Factored @ Heel = 253 psf Footing Shear @ Toe = 15.4 psi OK Footing Shear @ Heel = 9.1 psi OK Allowable = 85.0 psi Wall Stability Ratios pst = Overturning = 2.47 OK Sliding = 1.77 OK Sliding Calcs (Vertical omponent Used) Lateral Slldtng Force = 633;5 lbs less 100% Passive For = - 393.8 lbs less 100% Friction For = - 730.2 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK FootinG Desion sults Factored Pressure = Mu': Upward = Mu': Downward = Mu: Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe Reinforcing = Heel- Reinforcing = Key Reinforcing - Toe Heej 1,881 253 psf 1,811 0 ft-# 323' 640 ft4' 1,488 640 ft-# 15.38 9.10.psi 85.00 85.00 psi None Speed Total Footing Width None Speed = 0.0 None Speed in = Stem Construction FDOtiiitg Strengths & [11rTt84iSif)!ZS _ 1,500.0 psf fc = 2,500 psi Fy = 40,000 -psi 4hod Min. As % 0.0014 _'0 Toe Width = 1.25 ft = 0:0 Heel Width = 1.75 = 350.0 Total Footing Width =0 = 0.0 # 4 I 8.00 I Center in = Masonry Data Footing Thickness = 12.001n pst = Fs psi = Solid Grouting Key Width = 0.00 in In Key Depth = 0.00 in Short Term Factor Key Distance from Toe = 0.00 ft In= Cover @ Top = 3.00 in Btm.= 3.00 in Stem Construction T Stem Design height Moment.... Actual ft = Stem0000 Wall Material Above "Ht" = Masonry Thickness Bar Develop ABOV = 12.00 Rebar Size Rebar Spacing Rebar Placed at Design Data Will Weight = - # 4 I 8.00 I Center fb/FB + fa/Fa = Total Force @ Secti in Itis = Moment.... Actual ft-# _ Moment ..... Allowabl = Shear..... Actual psi = Shear..... Allowable psi = Bar Develop ABOV Ht. in = Bar Lap/Hook BELOW Ht. in= Will Weight = Rebar Depth 'd' in = Masonry Data fm pst = Fs psi = Solid Grouting = Special Inspection = Modular Ration' _ Short Term Factor = Equiv. Solid Thidk. In= Masonry_Block Type = Normal Vti Conci ete Data fc psi = Fy psi = Other Acceptable sizes & Spacings Toe: Notreq'd, Mu S' Fr HL -K.- Ndt *I!d; M-6 8 . Fr Key: No key defin 0.979 458:5 1,312.8 1,340.9 7.5 19.4 20.00 6.00 133.0 5.75 1,500 20,000 Yes No 25.78 1.000 11.62 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent Job # Date: 5:53P10, 1 JUN 04 your title block information. 5 ope RB4: L2fdi -2001 FEES, t LCEn. eying oai Cantilevered Retains g Wall Design Page 2 (c) 1083-2001 EtIERCALC En n fing Softvaie Description P. WALL 4 FT HIGH OR LESS I of Item ing & Resisting Farces & r .....OVERTURNING..... Force Distance Moment lbs ft ft tk neei Mcuve rressure = 529.4 1.83 970.5 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Sot = 104.2 8.50 885.4 SeismicLoad = Total633.5 O.T.M. = 1,855.9 Resisting/Overturnin Ratio = 2,47 Vertical Loads usefor Soil Pressure = 2,434.0 lbs Vertical componei of ac ive pressure used for soil pressure -RESISTING..... Force Distance Moment lbs ft ft-# Over Heel = 371.3 2.63 874.5 )ed Soil Ove, Heel ,harge Over Heel scent Footing Load d Dead Loac on Stem = 0.00 Over Toe = 68.8 0.63 ;harge Over Toe = n Weight(s) = 1,396.5 1.75 h @ Stemransitions = ing Weight = 450.0 1.50 Weight Component = 147.5 3.00 Total = 2,434.0 lbs R.M.= 43.0 2,443.9 675.0 4,579.0 TO Specify your t these five lines, 1 main menu selec Printing & Title B your tide block it ;eV_ 550100 User: KVV-06+04868, Ver 5. i -M83-2001 ENERCALC Descriptib.n Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soft over Ta Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure Toe Soil Pressure Heel Allowable Soil Pressure LF ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe. Footing Shear Cry Heel Allowable Wall Stability Ratios Overturning Sliding. Sliding Calcs (Vertical Lateral Sliditrg .Force less 100% Passive Fa less 1:00% Friction Foi Added Force Req'd ....for 1.5: 1 Stability Footiracit 17esitall I Factored Pressure Mu': Upward Mu' Downward. Mu: Design Actual 1 -Way Shear Allow 1 Way Shear Toe Reinforcing Heef.Reinforcing. Key Reinforcing blook off the SETTINGS i, choose the k tab, and ent ription '-DOS SofC,vare Cantilevered Retaining Wall l"esign WALL 3 FT HIGH OR LESS _? 3:50 ft 1.50 ft -0.00--i = 6.00 in 11 0.00pef = 17.4 psf 951 lbs 5.35 in. 1,478 psf OK 0 psf OK 1,500 psf s Than •Alfo;wable 1,854 psf 0 psf 7.5 psi. OIC 4.1 psiOK 85.0 psi. 1.61 OK = 1.78 OK mponent Used) 380.4 lbs _ - 393.8 lbs 285.3 lbs = 0.0 lbs OK 0.0 lbs OK esults = Toe Heel 1,854 0 psf 594 0 ft-# 121:. 150 ft # 473 .150 ft'-# 7.55 4.09 psi 85.00 85.00 psi None Spec'd Key Depth = None,Spec'd_ Key Distance from. Toe = None Speo'd __.._....._.._...__..._..... ....... _... __...... Soil Data _ Allow Soil Bearing Equivalent Fluid Pressure Heel Active.Pressure . Toe.i4cthie I?resstire Passive Pressure Water height over heel FootingllSoU Friction Soil height to ignore for passive pressure - = 1;500.0 ps thod = 35.0 0:0= 350.0 0.0 0.300. 0.00 Job .# Date: 5:25PM. 1 JUN 04 Page 1 Footing Strengths & 0imenSimis = Top fe = 2,500 psi fy = 40;000 psi Min. As % _ -0:0044 Toe Width = 0.75 ft NeeCUtl'idih. = 1.00: Total Footing Width 1.75 .Footing Thickness = 12:001n Key Width = 0.00 in Key Depth = 0.00 in Key Distance from. Toe = osoo it Stem Coaistru tioi = Top Stem Design height ftp# _ ft = Stem OK 0.00 Wall Materiat.Abov "Fit' = Masonry Thickness "Ht: in = = 8.00 Rebar•Size = # 4 Rebar Spacing = 32.00 Rebar Placed at psi = r Center Design Data = Modular Ratio'n' _ fb/FB + fa/Fa = Total.,Fdroe 'i@ Sec lbs - bs.=Moment.... Moment ....Actual ftp# _ Moment ..... Allowable = Shear..... Actual psi = Shear..... Allowable psi = Bar Develop ABO , "Ht: in = Bar Lap/Hook BELOW Ht. in = Will :.Weight._ Rebar Depth 'd' in = Masonry.Data `:Prra psi= Fs psi = Solid Grouting = Speciallnspection = Modular Ratio'n' _ Short.Term.Factor, _.. Equiv. Solid Thick. in = MasonryBlock Type = Normal) Concrete:twa:: fc psi = Fy psi = Other Acceptable Size;8 Spacings Toe: Not req'd, MuS' Fr HbbL Not..req_9' * li S:• :Fc Key: No key defin 0.871 240.4 360.8 414.0 5.7 19.4 20:00' 6.00 84.0. 3.81 i ,sm. 20,000 Yes No 25.78 1..000. 7.60 Cover @ Top = 3.00 in @ Btm.= 3.00 in To specify your title block on T tle : Job.# these five lines, use the SETTINGS D gnr Date: 5:25PM. 1 JUN 04 main menu selection, choose the D ription Printing & Title Block tab, and ent S ope : your title block infoi matiori. Rev SSOaCa 'JsarKW-GCiQ486S,Ver _skngSo7 Cantilevered Retaining Wall Design Page 2 At.CE0, (cj1 JS3-20Q1 ENERCALC Eng tU g SofGvare Description TYP. WALL 3 FT HIGH M LESS L Suminary of Ov rtuminq & Resistinq Fookes & Moment .....OVERTURNING..... Force Distance Moment. Force Distance Moment Item lbs ft ft-t lbs it ft-# = 354.4 1'.60 531.6 = 128.3 1.58 203.2 Heel Active Pressure ilOver Heel Toe Active Pressure = S oped Soil Ovelr Heel = Surcharge Over Toe = S ircharge •Ove Heel = Adjacent Footing Load = A Jjacent Footinlq Load = Added Lateral Load = I Dead Load on Stem 0.00 Load @ Stem Above Soi = 26.0 5.25 136.7 iii Over Toe I = 41.30.38 15.5 SeismicLoad = S ircharge Ov I Toe = Total S = 380.4 O.T.M. r 668.3. em Weight(s) = 420.0 1.08 455.0 E 3rth @ Stem ransitions = ResistinglOvertumin Ratio = 1.61 Footing Weight = 262.5 0.88 229.7 Vertical Loads use for Soil Pressure = 950.8 lbs K ay Weight = V rt. Component = 98.8 1.75 172.8 Vertical component of a a pressure used for soil pressure Total = 950.8 lbs R.M.= 1,076.2 To specify your, these five lines, main menu sele Printing & Title your title block i Rev: 550100 User: KW -0604868, Ver Description Criteria Retained Height Wall height above Slope Behind Wall Height of Soil over Soil Density Wind on Stem Design Summ Total Bearing Load ...resultant ecc. Soil Pressure @ To Soil Pressure @ He Allowable Soil Pressure I ACI Factored @ To, ACI Factored @ He Footing Shear @ Tc Footing Shear @ HE Allowable Wall Stability Ratios Overturning Sliding Sliding Calks (Vertic Lateral Sliding Force less 100% Passive less 100% Friction I Added Force Req'd ....for 1.5: 1 Stabik Footing Design Factored Pressure Mu': Upward Mu': Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing block onrtle : the SETTINGS gnr: i, choose the ascription k tab, and ent ?S -Sep -2001 Software °ftware gCantilevered RetainIngWall Desi n ineering W. wall 3 ft high or less l -,t 3.50 ft 1.50 ft = 0.00: 1 6.00 in 110.00 pcf 17.4 psf 1,328 lbs 2.40 in = 1,004 psf OK 271 psf OK = 1,500 psf Than Allowable = 1,301 psf 351 psf 6.2 psi OK 0.0 psi OK 85.0 psi 2.67 OK 2.78 OK Component Used) 380.5 lbs 393.8 lbs )ce= - 663.8 lbs 0.0 lbs OK 0.0 lbs OK Toe Heel 1,301 351 psf 667 0 ft-# 168 0 ft-# 498 0 ft-# 6.20 0.00 psi 85.00 0.00 psi None Spec'd Total Footing Width None Spec'd 175.0 None Spec'd = 12.00 in Soil Data Allow Soil Bearing Equivalent Fluid Presses Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Stem Constructic Design height Wall Material Abi Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data - fb/FB + fa/Fa Total Force @ SE Moment.... Actual Moment..... Allow; Shear..... Actual Shear ..... Allowabl Bar Develop ABC Bar Lap/Hook BE Wall Weight Rebar Depth 'd' Masonry Data - fm Fs Solid Grouting Special Inspectior Modular Ratio 'n' Short Tenn Facto Equiv. Solid Thick Masonry Block T1i Concrete Data - fc Fy Other Acceptable Siz Toe: Not req'd, M Heel: Not req'd, M Key: No key defir Job # Date: 11:11AM, 27 FEB 06 Page 1 ice= Footing Strengths & Dimensions = 1,500.0 psf s,- fc = 2,500 psi Fy = 40,000 psi Method Min. As % = 0.0014 = 35.0 = 0.0 Toe Width = 0.75 It = 350.0 Heel Width = 1.33 = 0.0 ft Total Footing Width = 0 175.0 Footing Thickness = 12.00 in = 0.500 Key Width = 0.00 in = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Top Stem Stem OK ft = 0.00 "Ht" = Masonry 16.00 # 4 32.00 ' Edge = 0.233 n lbs = 240.5 ft-# = 361.0 = 1,546.2 psi= 1.6 psi = 19.4 Ht. in = 20.00 V Ht. in= 6.00 = 175.0 in = 13.00 psi= 1,500 psi = 20,000 = Yes No 25.78 1.000 in= 15.62 = Normal Weight psi = psi = i & Spacings <S•Fr <S•Fr To specify your titit block on these five lines, us the SETTINGS main menu selecti n, choose the Printing & Title BI ck tab, and ent Job # Date: 11:11AM, 27 FEB 06 cop [youtitle block inf rrnation. R. 550100 User:Kw0 604868, Ver5.5. ,25 -Sep 2001 Cantilevered Retain ng Wall Design Page 2 (c)1983-2001 ENERCALC E gineering Software Description typ. wall 3 ft high or less Summary of O erturning & Resisting Forces & Mome .....OVERTURNING..... Force Distance Moment Item lbs ft ft # Heel Active Pressure = 354.4 1.50 531.6 Toe Active Pressure = Surcharge Over Toe — Adjacent Footing Loa = Added Lateral Load = Load @ Stem Above Soil = 26.1 5.25 137.0 SeismicLoad = Total = 380.5 O.T.M. = 668.6 Resisting/Overturn ng Ratio = 2.67 Vertical Loads us d for Soil Pressure = 1,327.5 lbs Vertical component of dive pressure used for soil pressure .....RESISTING..... Force Distance Moment lbs ft ft-# Soil Over Heel 2,08 Sloped Soil Over Heel = urcharge Over Heel = djaoent Footing Load = ial Dead Load on Stem = 0.00 oil Over Toe = 41.3 0.38 15.5 urcharge Over Toe = tem Weight(s) = 875.0 1.42 1,239.6 arth @ Stem Transitions= ooting Weight = 312.5 1.04 325.5 ey Weight = ert. Component = 98.8 2.08 205.8 Total = 1,327.5 lbs R.M.= 1,786.3 To specify your title lock on these five lines, use he SETTINGS main men selectio ;:Ghaase..ttte Printing & Title Bloc tab, and ent your title block infori. nation. Rev: 0100 User: KW -0604869, Ver 5.5.0, 2 -Sep-2001 ('0083-22001 ENERCALC Engir ging SoftHare Description &Vr2YL rsoir Data. l le : Di gnr: Dt scription Scpe ; uteri.a. Retained -Height Wall height above soil Slope Behind Wall Height of -Soil -over -Tae Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Les ACI Factored @ Toe ACI Factored @ Heel Pnoting. Shear. @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding. Sliding Calcs (Vertical C Lateral Sliding Force less 100% Passive Forc less 1.00% Friction Fore Added Force Req'd ....for 1.5 : 1 Stability Footing Design R Factored Pressure = Mu': Upward = Mu : Downward = Mu: Design = Actual 1 -Way Shear = Allow 1=Way Shear = Toe Reinforcing = Heel Reinforcing = Key Reinforcing = 4 = 0 AIIow Sofl Bearing = 8.75 ft Equivaleri Fluld`•Pressure-14 Heel Heel Active Pressure = 0.00:1 Toe.Act(ve Pressure - '6:00in Passive Pressure = 1.1 O:OO pcf Water height over heel 348 ft-# Footing1fSoik Faction. = 17.4 psf Soil height to ignore 85.OU psi for passive pressure = 1,200 lbs 9.91 in = 1,187 psf OK 0 psf OK 1,500 psf Than Aiiowable = 1,647 psf = 0 psf = 9.3 psf OK 3.9 psi OK 85.0 psi 1.89 OK 3.94 OK omponent Used) 191.3 (bs _ - 393.8 lbs 359.9 lbs 0.0 lbs OK 0.0 lbs OK ;ults Top Toe Heel 1,647 0 psf 905 0 ft-# 195 348 ft-# 710 348 ft-# 9.34 3.93 psi 85.00 85.OU psi me Spec'd = 0:00 in- nKey me Speed = 0.00 ft me Spec'd @ Btm.= 3.00 in 1,590., 0 Qfiad: 35.0 0.0 _ 350.0 0.0 0.300. 0.00. in Job # Date: 9:30AM, 3 JL'tj 01 ign Page 1 Footing Strength--, & Dilnerlsiat s Top fc = 2,500 psi. Fy = 40,000 psi Min' As `ys = Toe Width = 1.00 ft Reek Wicith 2:00: Total Footing Width Thickness Footing. Thickness. = 1106 -in Key Width = 0.00 in Key Depth = 0:00 in- nKey KeyDistance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Stent Construction Top stem Design height ft = Stem OK 0.00 Wall, Mateaai. Above: Ht" = Masonry. Thickness = 8.00 Rebar Size = # 4 Rebar Spacing = 16.00 Rebar Placed at = Edge Design Data fb/FB + fa/Fa Total Force @ Section lbs - Moment .... Actual ft-# _ Moment..... Allowable = Shear..... Actual psi = Shear..... Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELO Ht. in= Wall Weight = Rebar Depth 'd' in= Masonry Data rm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. in = Masonry Block Type Normal 1 Concrete Data Fc PSI = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S • Fr Heel: Not req'd, Mu. < S ' Fr Key. No key defined 0.819 156-3 74-1.2 905.4 3.7 19.4 20.00 6.00 66.0 5.25 1,500 20,000 No No 25.78 1.000 5.80 To specify your title block on T le these five lines, use the SETTINGS D gnr: main menu. selectio choose: the. D scription Printing & Title Bloc tab, and ent your title block infor ation. Scope RC Y' $L9Qp (i)19 KU -2 01 FNE , ver5.5.0.En. 5 -Sep -2001 Cantilevered Retaining Wall ® sign (cjt0o3.2001 FNERCALC Engi fui0 SofFriarB Description n Sgmmary of Ove V01 P__ E)jrl_ In & Resistin Forces & Nlornent$ L .....OVERTURNING.._. Force Distance M Item oment lbs It ft-# Heel Active Pressure = 39 4 0.UU — Toe Active Pressure - 19.7 Sn { Qver Hee! Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 151..9 588 8924 SeismicLoad = Total 191.3 O.T.M. = 912.1 Resisting/Overturning atio 1.89 Vertical Loads used or Soil Pressure = 1,199.8' lbs Vertical component of act' a pressure used for soil pressure Job # Date: 9:30,4JV,, 3 JUN 04 Page 2 Force Distance Moment lbs ft ft-# - 73.3 2.33 17.1.1 ped Soil Ovefj Heel = charge Over eel = acent Foot' . Lead - al Dead Load 'on Stem = Over Toe55.0 T = 0.00 0.50 27.5 charge Over Toe = n Weight(s) I = 610:5 1.33 814.0 h @ Stem Transitions = ging Weight = 450.0 1.50 675:0 Weight = Component = 11.0 3.00 32.9 Total = 1,199.8 lbs R.M.= 1,720.5 To specify your title Aock on Ti e: I Job'# these five lines, use he SETTINGS D nr: Date: 10:47AM, 5 Ji11d 04 main menu selectio , choosethe Description Printing & Title Block tab, and ent your title block lnfor atlon. Scope U sej: C-13 -, l Cl$If@\!@l azC flnfl SOftvate d g Description 17PICAL PILASTER COLUMN AT TRELLIS _..__._.._.__._..._ ....... _... _..__.._.._ SoilData TRELLIS _ SEISMIC LOAD LOAD Foq, inq Stren tbs & Dimensions a iS u. wr73 .yr"3 iTsr ,qtroteria Retained Height = 0:50R Allow Soil Bearing = 1,600.0 psf G fc = 1 2,500 psi Fy = 40,000psi Wall height above soil= 9.50 ft Equivalent. Fluid Pressure M. thud. Min,. As %: = 0.0014 Slope.Behind Wall = 0:00:1 Heel Active Pressure Toe Active Pressure = 35.0 0.0 idth = Toe i 1.00 ft Width Height of Soil over Toe = 6.00 in Passive Pressure 350.0 Heel 3.00 Soil Density = 110.00,pcf Water, height over heel = 0.0 ft Total Footing Width = X00 Footing Wind on Stem FootingllSoil Friction = 0.300 Thickness = 12:00 in Key Width = 0.0 psf Soil height to ignore for = 0.00 in Key Depth = 0.00 in passive pressure - 0.00 in Key Distance from Toe = 0.00 it pied $q, Ste.M__jM,Lateral Load= 175.0.#/ft. Top ft = Stem. Stem OK 0.00 Coverl@ Top = 3.00 in Btm.= 3.00 in ...Height to Top = 10.009 ...Heidhtto Bottom = 9.00 ft Lateral Load i 3ESit $8 SummaryStem co nistructi®rl = 2,508 lbs Design height Total Bearin Load 9 ...resultant ecc. = 11.46 in Wall Material Above Ht" = Masonry Soil Pressure @ Toe = 1,599 psf OK Thickness = 16.00 I Soil Pressure @ Heel= 0 psf OK Rebar Size = # 4 Allowable = 1,600 psf Rebar Spacing = 16.00 j Soil Pressure Les TI -tar, Allowable Rebar Placed at = Center ACI Factored @ Toe= 2,229 psf Design Data i ACI Factored @ Heel= 0 psf fb/FB + fa/Fa = 0.977 Footing Shear @ Toe= 1 S.6 psi OK Total Force @ Septic n lbs = 179.4 Footing Shear @ Heel = 4 gPsi OK Moment.... Actual ft-# = 1,663.2 Allowable = 85.0 Moment..... Allowable = 1,701.9 i Wall Stability Ratios Shear..... Actual psi = 2.1 i Overturning = 2.41 OK Shear..... Allowable psi = 19.4 I Sliding = 5.35 OK Bar Develop ABOVE Ht. in = 20.00 j Sliding Calcs (Vertical Component Used) ' Bar Lap/Hook BEL01 V Ht. in= 6.00 Lateral.Sliding.F.orce = 21.4:4ibs Wall Weight = 175.0 less 100%Passive For = - 393.8 lbs Rebar Depth 'd' in = 7.75 less 100% Friction Force = - 752.3 lbs Masonry Data i Psi= 1,500 Added Force Req'd = 0.0 lbs OK fm ...,for 1.5: 1 Stability = 0.0 lbs OK Fs Psi = 20,000 i Slt)$S Toe Heel Solid Grouting Special Inspection Modular Ration' = = = Yes No 25.78 i 1ct?e tit e Design R Factored Pressure = 2,229 0 psf Short Term Factor Equiv. Solid Thick. = in =15.62 1.000 Mu': Upward = Mo-: D'owhward 1,701 0 ft-# Masonry Block Type Normal Weight j 255 605 ft-# Concrete Data Mu: Design = 1,446 605 ft-# fc psi = Actual 1 -Way Shear = 15.56 4.87 psi Fy psi = i Allow 1=Way Shear = Toe Reinforcing = 85.00 85.00si p one Spec'd Other Acceptable Sizes k Spacings i i Heel Reinforcing = one Spec'd Toe: Not req'd, Mu < Heel: Not req'd, Mu < S - Fr S ' Fr Key Reinforcing = one Spec'd Key: No key defined i To specify your title block on Ti these five lines, use the SETTINGS D: main menu selection choose the D' Printing & Title Blocl, tab, and ent 1,200.0 your title block Inforr iation. Sc Rev. [,:01CA) Use): KVIV-0604888, Vee 5.5.0. 2! -Sap-2001 Cantilevered aptl6geiele1te g CI $F (C-) 1'.183-2001 ENERCALC Engi Description I YPICAL PILASTER COLUMN AT MEM LI mart/ of OVea urning & Resistin Forces & Moments ..... VC OVERTURNING.. .... « Force Distance Moment. Item lbs It ft-# Heel Active Pressure = 39.4 0.50 19.7 Sc Toe Active Pressure = Sk Surcharge .Over Toe = Su Adjacent Footing Load = Ad Added Lateral Load = 175.0 10.50 1,837.5 Ax Load @ Stem Above Soil = So SeismicLoad = Su Total = 214.4 O.T.M. = 1,857.2 SteEa Resisting/Overturning Ratio = 2.4I Fa Vertical Loads used or Soil Pressure = 2,507.6 lbs Ke, Vei Vertical component of active pressure used for soil pressure Job # Date: 10:47ANI, S JUIN 04 1- nO 'it n 0/l ST£1L C 1e C CIS Page 2 TRELLIS SEISMIC LOAD LOAD Over Heel _ )ed Soil Ovex'Heel = ;harge.Over:Heel = icent Footing'! Load = 11 Dead Load on Stem Over Toe = :barge Over Toe = n Weight(s) h @ Stem Transitions = ,in .g Weight ? _ Weight = Component: _ Total .....RESTS T.iNG..... Force Distance Moment lbs It ft-# 91.7 3.17 290.3 0.00 55.0 0.50 27.5 1,750.0 1.67 2,916.7 600.0 2.00 1,200.0 11.0 4.00 43.9 2,507.6 lbs R.M.= 4,478.3 To specify your title lock on T11 le Job # these five lines, use he SETTINGS -us gnr trate: 10:39Afv1, 5 J+JiV 04 'Main -menu selectio choose the Description Printing & Title Block tab, and ent Scope: your title block information. i Re" 550,fW User: KW. W48613, Ver 5.5.0, z Sep -2001 ^ g (c11f183-2001 Et,LRCALC Engi rina Sof Nare ` LJ I t 4j7.&n n Pa E 1 DescriptionICAL PILASTER COLUIVIIV ATR' L TLI 1 WIND LOAD i ,fi e Criteria Retained Height Wall height above soil Slope. Oehind Wall. -Height-of-Soil over Tom Soil Density Wind on Stem = 0:50 ft 9.50 ft 0.00.:.1. 6:OF) nr 110:OU:pcf = 17.4 psf Total Bearing Load = 2,508 lbs ...resultant ecc. = 7.60 in Soil Pressure @ Toe = 1,222 psf OK Soil Pressure @ Heel = 32 psf OK Allowable = 1,500 psf Soil Pressure Les Than Allowable ACI Factored'@ Toe = 1,704 psf ACI Factored @ Heel = 44 psf Footing; Shear @.Toe = 11.9 psi- OK Footing Shear @ Heel = 4.9 psi OK Allowable = 85.0 psi WeI1_Staibilitq. Ratios FootingllSoil friction Overturning = 4.26 OK Sliding = 5:61 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force - 204.3 lbs Iess 100% Passive For _ - 393:8Ibs' less 100% Friction Force = - 752.3 lbs Added Force.Req'd. = 0.0 Ibs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Foo,7610 fl2?Sir2n d? ca:V14 = Factored Pressure- _ Mu' : Upward = Mu': Downward = Mu: Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe Reinforcing = Heel Reinforcing = Key Reinforcing = Toe_ 1-,704- 1,350 255 1,095 11.85 85.00 Vone Spec'd Vone Speed Vone Spec'd Flees, 44- psf 0 ft-# 605 ft-# 605 ft-#' 4.87 psi 85.00 .psi iFaol:ing Strengttps & Dirnensio;rys I 51 'tVd fc =1 2,500 psi .L. sft .Y lPYr f. 2f. Fy = 40,000 psi + Allow Soil Bearing, = 9.,500:0 :psf Equivalent Fluid Pressure. ttaad: 4.Uu Heel Active Pressure = 35.0 Toe. -Active. -Pressure., - 0:0: = 0.00 in Passive Pressure - 350:0 Key.D istance from Toe Water height over heel 0.0 ft Btm.= 3.00 in FootingllSoil friction - 0.300 Soil height to ignore for passive pressure 0.00 in Top Stem Sgetl9.Cc31iStt 9EC'fi1338 Design height ft = Stem OK 0.00 WallW tecia_GAbove Hr' _ :wry Thickness = 16.00 Rebar Size = # 4 Rebar Spacing = 16:00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.509 Total.Force. Sectio n {los = 169.3 Momenf ...Actual ft-# = 866.6 Moment..... Allowable = 1,701.9 Shear..... Actual psi = 2.0 Shear..... Allowable psi = 19.4 Bar Develop ABOVE Ht. In = '20;00 Bar Lap/Hook BELO% V Ht. in= 6,00 Wall Weight = 175.0 Rebar Depth cr. in = 7:75 Masonry Data I'm psi = 1,500 Fs psi = 201-000 Solid Grouting = Yes Special.Inspection = No Modular Ratio'n' = 25.78 Short Term Factor = 1.000 Equm Solid Thick. irr = 15:62 Masonry Block Type Normal Weight Concrete Data f c psi'= Fy psi = Other Acceptable Sizes 4 Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < *Fr Keys No key deemed iFaol:ing Strengttps & Dirnensio;rys I 51 'tVd fc =1 2,500 psi .L. sft .Y lPYr f. 2f. Fy = 40,000 psi Toe Width = 1.00A Heel Width 3.00 Total I`ooting Width 4.Uu Foob g Thickness = 12.00 in Keyidth = 0.00 in Key Depth = 0.00 in Key.D istance from Toe = O;00 ft Cover @ Top = 3.00 in I I i Btm.= 3.00 in To specify your title block on these five lines, use i he SETTINGS main menu selection choose the Printing & Title BlocP tab, and ent your title block Information. Rev 55G1w C / k US Page 2' user: KIN -0604868, Vor 5.5.0, 2' Sap -2007 C*. t t a a Fe d RY r (ci1ER3-2001 Ei4ERCALC Engi ring Suft.+are Description TYPICAL PILASTER COLUMN AT csL&t f1'9ci O Vf; Yriiitif ik eS9S$irl( i"Or1;ES a M ., ...OVERT OVERTURNING..... Force Distance. Moment Item lbs It ft-# Heel Active Pressure = 39.4 0.50 19.7 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load' _ Added Lateral Load = Load @ Stem Above Soil = 164.9 6.25 1,030.8 SeismicLoad = Total = 204.3 O.T.M. = 1,050.4 Resisting/Overturning Ratio = 4.26 Vertical Loads used i or Soil Pressure = 2,507.6 lbs Vertical component of act' a pressure used for soil pressure - e I Job # tnr. ! Date: 10:39AM. ' JUN 04 wription I )pe C fT1r C / k US Page 2' WIND LOAD I I sesa .azs, •, u ,tivesx rwsnna:-mssr. aas. .s;c ;.san :9 ., S'STING..... Force Distance Moment lbs It ft-# Over Heel = 91.7 3.17 290.3 )ed Soil OverHeel = charge Over:Heel = scent Footingload d= Dead Load on Stem 0.00 Over Toe = I 55.0 0.50 27.5 :harge Over Toe = 1 n Weight(a) j 1,750.0 1:67 2,916.7 h @ Stem Transitions = Ing Weight 600.0 2.00 1,200.0 Weight I Component = 11.0 4.00 43.9 Total = ; 2,507.6 lbs R.M.= 4,478.3 Tos specify your block <+ P fy y ck on i itle : Job # these five lines, u e the SETTINGS sgnr: Date: 12:11 PM, 27 MAR 04 main menu selection, choose the Description : Printing & Title Block tab, and ent your title block inf rmation. cope Rev 50100 25 -Sep -2001 veering software Cantilevered Retaini g Wall esign Page 1 (c)i983-2001 ENERCALC En Description RETAINING WALL AT TENNIS COURT TZ I CriteriaI i ( Soil ...............Dat.....a .................. .._....... ............... I........ ..... Retained Height = 6.00ft AllowoilBeane _+ 1,500.0 psf Wall height above soil = 0..50 ft Equivalent Fluid Pressure I fiethod 16.03 psi Slope Behind Wall = 0.00: 1 Heel Active Pressure = 35.0 Rebar Spacing Height of Soil over To 9 Toe Active Pressure 8.00 in Passive Pressure = 0.0 = 350.0 in= Soil Density = 110.00 pcf Water height over heel = 0.0 ft Wind on Stem FootingllSoil Friction = 0.0 psf = 0.300 = Special Inspection . Soil height to ignore Modular Ratio 'n' _ Short Term Factor for passive pressure = 0.00 in in= Design Summar Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Le ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overtuming Sliding Sliding Calcs (Vertical Lateral Sliding Force less 100° Passive Fo less 100% Friction For Added Force Req'd ....for 1.5: 1 Stability Footing Desiqn R Factored Pressure = Mu': Upward = Mu': Downward - Mu: Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe Reinforcing Heel Reinforcing = Key Reinforcing = = 2,069 lbs 5.61 in 1,335 psf OK 44 psf OK 1,500 psf Than Allowable 1,653 psf 55 psf = 12.7 psi OK 16.0 psi OK 85.0 psi 2.07 OK = 1.54 OK )mponent Used) = 857.5 lbs 700.0 lbs 620.6 lbs 0.0 lbs OK 0.0 lbs OK sults- Toe Heel 1,653 55 psf 1,406 0 ft-* 288 1,326 ft-# 1,118 1, 326 ft-# 12.66 16.03 psi 85.00 85.00 psi None Spec'd Rebar Spacing None Spec'd 8.00 None Spec'd in= Stem Constructio = op Stem Design height ft = Stem 00 0.00 Wall Material Abo -Ht- _ Masonry Thickness Shear..... Allowable 8.00 Rebar Size = I # 5 Rebar Spacing = 8.00 Rebar Placed at in= Edge i Design Data fm psi = fb/FB + fa/Fa = Total Force @ Sec ion lbs = Moment.... Actual ft-#= Moment ..... Allowable . _ Shear..... Actual psi = Shear..... Allowable psi = Bar Develop ABOV = Ht. in = Bar Lap/Hook BEL W Ht. in = Wall Weight = Rebar Depth 'd' in= Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. in= Masonry Block Type = Normal V concrete Data fc psi = Fy psi = other Acceptable sizes & Spacing: Toe: Not req'd, Mu S ' Fr Heel: Not req'd, Mu S' Fr Key: Not req d, Mu SFr 0.957 630.0 1,260.0 1,317.2 11.7 19.4 25.00 6.00 84.0 5.25 1,500 20,000 Yes No 25.78 1.000 7.60 Footing Strengths & Dimensions £dYM3t .J,.L.Aaeb3RiQiL fc - 2,500 psi AJ311 Fy 40,000 psi Min. As % = 0.0014 Toe Width = 1.25 It Heel Width - 1.75 Total Footing Width Footing Thickness = 12.00 in Key Width = 8.00 in Key Depth = 6.00 in Key Distance from Toe = 1.25 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in To specify your till block on ills ; these five lines, use the SETTINGS C sgnr: main menu selection, choose the escription Printing & Title Block tab, and ent your title block inf enation. cope Rev. 550100 user.KW001ENE.Ver 5.En (c)198&2001 ELJERCALC Engi 5Sep2oft Cantilevered Retaini Wall C Bering Software 9 Description IRETAINING WALL AT TENNIS COURT Summary of Firw active rressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above So SeismicLoad Total Vertical Loads uses Vertical component of a 11 turning & Resisting. Forces & M .....OVERTURNING..... Force Distance Moment lbs It ft-# 857.5 2.33 2,000.8 857.5 O.T.M. = 2,000.8 1 Ratio = 2,07 for Soil Pressure = 2,068.7 lbs tive pressure used for soil pressure it Over Heel I = oped Soil Over Heel = rcharge Over Heel = jacent Footing Load = 'al Dead Load on Stem = A Over Toe _ rcharge Over Toe = em Weight(s i _ rth @ Stem Transitions = oting Weight = y Weight = rt. Component Total Job # Date: 12:11 PM, 27 MAR 04 Page 2 ...RESISTING..... Force Distance Moment lbs ft ft-# 715.0 2.46 1,757.7 0.00 68.8 0.63 43.0 546.0 1.58 864.5 450.0 1.50 675.0 50.0 1.58 79.2 239.0 3.00 717.0 2,068.7 lbs R.M.= 4,136.3