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Home My WebLink About234 DATE AVE; ; CB090128; Permit01-26-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No CB090128 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 234 DATE AV CBAD RETAIN 2060802500 $22,077 00 Lot# 0 Construction Type NEW CRESCENT DEL SOL 1226 SF RET WALL- PER ENGINEERING CALCS Applicant LAGOON BREEZE DEVELOPMENT CORP 7237 SANDERLING CT CARLSBAD CA 92011 Status Applied Entered By Plan Approved Issued Plan Check* Inspect Area ISSUED 01/22/2009 JMA 01/26/2009 01/26/2009 Owner LAGOON BREEZE DEVELOPMENT CORP 7237 SANDERLING CT CARLSBAD CA 92011 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Green Bldg Standards (SB1473) Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $236 11 $000 $15347 $000 $221 $1 00 $000 $000 $000 $000 $392 79 Total Fees $392 79 Total Payments To Date $392 79 Balance Due $000 Inspector FINAL ARPRQVAL Date Clearance NOTICE Please take NOTICE thai approval of your project includes the "Imposition of fees, dedications reservations or other exactions hereafter collectively referred to as 'fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required .nformation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this proj-jct NOR DOES IT APPLY to any fees/exactions of which YOU have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Cilty of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www carlsbadca gov Building Permit Application PlanCheckNp Est Value Plan Ck Deposit ^.^ 077 Date i JOB ADORES I i'CT/PRO DESCRIPTION OF WORK Include Square Feet of Affected Area(s) "it BATHROOMS" SUITEK/SPACES/UNITff -25 TENANT BUSINESS NAME COMSTR TYPE OCC GROUP EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YESD # NOD AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NO D CONTACT NAME (If Different Font Applicant)APPLICANT NAME ;ADDRESS I CITY ! PHO'NE STATE ZIP !FAX EMAIL • PROPERTY OWNER NAME ADDRESS CONTRACTOR BUS NAME ADDRESS VI45 [CITY • PHONE STATE FAX"" ZIP CITY STATE _ _Cf ZIP EMAIL EMAIL ; ARCH/DESIGNT.R NAME & ADDRESS STATE LIC #376338 CLASS CITY BUS LIC# (Sec 70315 Business and Professions Code Any City or County which require', a permit to construct alter, improve demolish or repair any structure prior to its issuance also requires the applicant lor such permit to file a signed statement that he islicensed pursuant to the provisions ol the Contractors License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt there from and the basis for the alleged exemption Any violation ofSection 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations 3?\ have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued L"JI I have and will maintain workers' compensation 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 "N. numberare InsuranceCo PolicyNo Expiration Date This section need not be completed if the permit is for one hundred dollars (S100) or less O Certificate of Exemption I certify that m 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 WARNING Failure to secure workers compensation 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 / —. "»\ V wv'-j <=7 ^CONTRACTORSIGNATURE X. ^ -= *" DATE / <*. ^ e-' / I hereby affirm (hat 1 am exempt from Contractors License Law lor the following reason G 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 Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such 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 did not build or improve for the purpose of sale) W I as owner of the property, am..exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) G I am exempt under Section \ Business and Professions Code for this reason 1 I personally plan to provide Vie major labor and materials for construction of the proposed property improvement O Yes O No 2 I (have,' have not) signed anViplication tor a building permit for the proposed work 3 I have contracted with the followng person (firm) to provide the proposed construction (include name address / phone / contrat tors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors license number) 5 I will provide some of the work bu\J have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) "^PROPERTY OWNER SIGNAT-DATE / Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505.25533 or 25534 of the Presley Tanner Hazardous Substance Account Act7 n Yes d No j Is Ihe applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 G Yes D No I Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' G Yes G No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there » a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lenders Name ArTJ<*rV'TV &Osfv k. Lender's Address VO I S~"*~ ji I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authonze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD I AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT | OSHA An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stones in height | EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within ^APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 04/16/2009 Permit* CB090128 Title CRESCENT DEL SOL 1226 SF RET Description WALL- PER ENGINEERING CALCS Inspector Assignment MC Type RETAIN Sub Type Job Address 234 DATE AV Suite Lot 0 Location APPLICANT LAGOON BREEZE DEVELOPMENT CORP Owner Remarks A-WLPLEASE Total Time CD Description 69 Final Masonry Act Comments 1rl £MU Phone 7605059090 Inspector Requested By FRANK Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 03/09/2009 62 Steel/Bond Beam AP MC 2ND LIFT HORIZ & VERT STEEL, OK TO GROUT 03/04/2009 62 Steel/Bond Beam PA MC 1ST LIFT VERT & HORIZ STEEL 01/27/2009 61 Footing AP MC FOOTING & STEEL PER PLAN PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-128 DATE January 23, 2009 ADDRESS 234/236 Date Avenue RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER retaining wall PLANNER Chris Sexton ENGINEER DATE 1/23/9 DATE II \AU>lli\\0)li\TEII/l'U.\NI.\r,/ENi;iNEi;illX(i AI'I'IUIVALS PROJECT PROJECT NO DATE BY SHEET SUBJECT CHECKED BY DRAWING WO Thornton Tomasetti 2415 Campus Drive, Suite 110 Irvine, CA 92612 P 949.271 3300 / F 949.271 3301 www.thomtontomasetti.com Title Dsgnr Description Scope Job# Date 517PM, 17 APR 08 Code Ref ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev 56001BUser KW-0600037 Ver 5 B 0 1 Dec 2003 (c)1SB3 2003 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 Description Criteria lr Soil Data p Retained Height = 2 00 ft Wall height above soil = 6 00 ft Slope Behind Wall = 0 00 1 Height of Soil over Toe = 6 00 in Soil Density = 11000pcf Wind on Stem = 130 psf | Design Summary Tolal Bearing Load resultant ecc Soil Pressure @ Toe Soil Pressure @ Heel Allowable Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footmg||Soil Friction Soil height to ignore for passive pressure 58 0 psf/ft 0 0 psf/ft 300 0 psf/ft 00ft = 0300 000 in I Footing Strengths & Dimensions rc"=" 3,'ood Mm As % Toe Widl Heel Widttf Tolal Footing Footing Thickness Key Width Key Depth Key Distance froi Cover @ Stem Construction Top Stem 1,195 Ibs 556 in 1,013 psf OK 0 psf OK 2.000 sf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding 1,369 psf 0 psf 7 8 psi OK 5 8 psi OK 93 1 psi 229 OK 2 05 (Vertical Co Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 339 0 Ibs less 100% Passive Force* - 337 5 Ibs less 100% Friction Force= - 358 6 Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability = 0 0 Ibs OK [^Footing Design Results Factored Pressure Mu' Upward Mu' Downward Mu Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,369 728 182 547 776 93 11 None Spec'd None Spec'd None Spec'd Heel Opsf Ofl-# 398 ft-# 398 ft-# 5 77 psi 93 11 psi Design height Wall Material Above "HI" Thickness Rebar Size Rebar Spacing Rebar Placed at siem OK k*Ui3iyil kJDLU ...... fb/FB + fa/Fa = Total Force @ Section Ibs = Moment Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE HI in = Bar Lap/Hook BELOW Ht m = Wall Weight = Rebar Depth 'd' in = Mssonrv Osts — - fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv Solid Thick in = 0985 \ .• 194 0 llOA.li 4673 4742 68 258 3000 600 630 275 1.500 24.000 Yes No Z. 2576 \ 1 330 560 Masonry Block Type = Normal Weight fc psi = Fy psi = Otlicr Acceptable Sizes & Spaclngs Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S " Fr Key No key defined = n 4-" Thornton Tomasetti Title 2415 Campus Drive, Suite 110 °sanr; irvme, CA 92612 DeSCr'Pt""' P 949.271 .3300 / F 949 271 3301 Scope www thorntontomasetti.com Code Ref AC I 318-02, ESJE^H^ia.i'nSSllS1^. Cantilevered Retaining Wall Design Description [Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Item Ibs ft fi-# Heel Active Pressure = 261 0 1 00 261 0 Soil Over Heel = Toe Active Pressure = 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 = 78 0 6 00 468 0 Soil Over Toe SeismicLoad = Surcharge Over Toe = Slppn WpirjhH";} Total = 3390 OTM = 7230 Earth @ Slem 1ransitions = Resisting/Overturning Ratio = 2 29 Fooling Weight = Vertical Loads used for Soil Pressure = 1.1954 Ibs Key WeightVert Component = Vertical component of active pressure used for soil pressurR Total = Job it Date 5 17PM. 17 APR 08 1997 UBC, 2003 IBC, 2003 NFPA 5000 Page 2^ RESISTING Force Distance Moment Ibs ft ft-# 220 0 2 00 440 0 000 550 050 275 504 0 1 25 630 0 375 0 1 25 468 7 414 250 1035 1,1954 Ibs RM= 1,6698 6 00005m Mas w/ A 5 @ 16 in o/c Solid Grout, #0@0 m @Toe ?'' Designer select all horiz reinf > Heel r-6" 2'-6" 6'-0" 8'-0" 3" 13psf 261 # 10126psf Thornton Tomasettl 2415 Campus Drive, Suite 110 Irvine, CA 92612 P 949 271 3300 / F 949 271 3301 www.thorntontomasetti.com Titto Dsgnr Description Job* Date 518PM, 17 APR 08 Scope Code Ref ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fiev 580016User KW-OS00037 Ver 5 fl 0 1-Dec 2003(c)19B3 2Q03 ENERCALC Engineering Sollwato Cantilevered Retaining Wall Design Page 1 Description [Criteria / Soil Data |Footing Strengths & Dimensions Retained Height = Wall height above soil = Slope Behind Wall = Height of Soil over Toe = Soil Densily = Wind on Stem = 100ft 6 00 ft Q 00 1 6 00 in HOOOpcf 130psl Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Foolmg||Suil Friction Soil height to ignore for passive pressure 58 0 psf/ft 0 0 psf/tt 300 0 psf/ft 00ft 0300 000 in Tc Mm As % ToeWidth 3,000 psi Fy = Total FoWmgWidth Footing Thickn Key Width Key Depth Key Distance fro Cover @TooxS 60,000 psi 00014 1 00ft 1 50 "50" Design Summary Stem Construction Top Stem Tolal Bearing Load resultant ecc Soil Pressure @ Toe Soil Pressure @ Heel Allowable 999 Ibs 484 in 787 psf OK 13 psf OK 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,081 psf ACI Factored @ Heel = 18 psf Footing Shear® Toe = 5 7 psi OK Fooling Shear @ Heel = 3 9 psi OK Allowable = 93 1 psi Walt Stability Ratios Overturning = 2 81 OK Sliding = 3 29 (Vertical Co Sliding Calcs (Vertical Component Used) Laleral Sliding Force = 194 0 Ibs less 100% Passive Force= - 337 5 Ibs less 100% Friction Force = - 299 B Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability = 0 0 Ibs OK ^Footing Design Results r toe' " ~ "Heel Factored Pressure = Design height Wall Material Above "HI" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Tolal Force @ Section Ibs = Moment Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Biir Develop ABOVE HI in = Bar Lap/Hook BELOW Ht m = Wall Weight Rebar Depth 'd' m = Masonry Data ?-: Mem OK ft = 0 00 = Ma; psi = psi = Mu' Upward Mu' Downward Mu Design Aclual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 1,081 583 182 402 570 9311 None Spec'd None Spec'd None Sper'd 18 psf 0 ft^f 262tt-# 262 fl-# 3 B8 psi 9311 psi fm F-, Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv Solid Thick Masonry Block Type = Normal WeightConcrete Data ft. psi = Fy DSI = Other Acceptable Sizes & Spaclngs Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S • Fr Key No key defined 1,500 24,000 Yes No 2578 1330 560 Thornton Tomasetti 2415 Campus Drive, Suite 110 Ervme, CA 92612 P 949 271 3300 / F 949 271 3301 www thorntontomasetti.com Tltlo Job # Dsgnr Date 518PM, 17 APR 08 Description Scope Code Ref ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 PJTSaf^^ERCALclSgSnfsSiware Cantilevered Retaining Wall Design Description ^Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Item Ibs ft (Iff Heel Active Pressure = 1160 067 773 Toe Active Pressure = Surcharge Over Toe = Adjacent Fooling Load = Added Lateral Load = Load (o> Stem Above Soil = 78 0 5 00 390 0 SeismicLoad = Total = 1940 OTM = 4673 Resisting/Overturning Ratio = 2 81 Vertical Loads used for Soil Pressure = 999 4 Ibs Vertical component of active pressure used for soil pressure Page 2 j| RESISTING Force Distance Ibs ft Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Fooling Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe = Slem Weight(s) Earth @ Stem Transitions= Footing Weight = Key Weight Vert Component = Total = 1100 550 441 0 3750 184 9994 Ibs 200 000 050 1 25 1 25 250 RM = i. Moment fl-# 2200 275 551 3 468 7 460 1,3135 Thornton Tomasetti 2415 Campus Drive, Suite 110 Irvine, CA 92612 P 949 271 3300 / F 949 271 3301 www.thorntontomasetti com Title Dsgnr Description Scope Jobtf Date 5 16PM, 17 APR 08 Code Ref ACI 318-02, 1997 UBC. 2003 IBC, 2003 NFPA 5000 Rev 5DD010User KW-0600037 VerSBO 1-Dec-2003 (c)1sa320Q3ENERCALC Engineering Solhvare Cantilevered Retaining Wall Design Page 1 Description Criteria : Soil Data p Footing Strengths & Dimensions Retained Height = 1 ODft Wall height above soil = 600ft Slope Behind Wall = 0 00 1 Height of Soil over Toe = 6 00 in Soil Density = 11000pcf Wind on Stem = 130psf Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Actwe Pressure Toe Active Pressure Passive Pressure Water height over heel Fooling||Goil Friction Soil height to ignore for passive pressure 58 0 psfm 0 0 psf/ft 300 0 psf/ft 00ft = 0300 = 0 00 in PC = 3,000 psi Fy = Mm As% Toe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover @ Top = 3 00 in 60,000 psi 00014 1 00ft 1 50 12 00 in 0 00 in v 0 00 in 000ft @ Btm = 3 00 in Design Summary b Total Bearing Load = 999 Ibs resultant ecc = 4 84 In Soil Pressure @ Toe = 787 psf OK Soil Pressure @ Heel = 13 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,081 psf ACI Factored @ Heel = 18 psf Footing Shear @ Toe = 5 7 psi OK Footing Shear @ Heel = 3 9 psi OK Allowable = 93 1 psi /Vail Stability Ratios Overturning = 2 81 OK Sliding = 3 29 (Vertical C Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 1940 Ibs less 100% Passive Force= - 337 5 Ibs less 100% Friction Force= - 299 8 Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability = 0 0 Ibs OK ^Footing Design Results I Toe Heel Factored Pressure = 1,081 18 psi Mu' Upward = 583 0 ft-* Mu' Downward = 182 262 ft-i Mu Design = 402 262ft-* Actual 1-Way Shear = 5 70 3 88 ps Allow 1-Way Shear = 9311 93 11 ps Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Stem Construction 'i Top stem -.-^= === -;..,;• -...-. ...= SlemOK Design height ft = 0 00 Wall Material Above "Hi" = Masonry Thickness = 6 00 RebarSize = #4 Rebar Spacing = 1600 Rebar Placed at = Center Design D3tn fb/FB -i- fa/Fa = o 777 Total Force @ Section Ibs = 107 0 Moment Actual fl-#= 3217 Moment Allowable = 4139 Shear Actual psi= 37 Shear Allowable psi = 258 :o Bar Develop ABOVE Ht in = 24 00 Bar Lap/Hook BELOW Ht in = 6 00 Wall Weight = 63 0 Rebar Depth 'd' in = 2 75 Tm psi= 1,500 F7s psi= 24,000 Solid Grouting = Yes Special Inspection = No Short Term Factor = 1 330 Fiquiv Solid Thick m= 560 Masonry Block Type = Normal Weight Cnnr.rpte Data f c psi = Fy psi = Other Acceptable Sizes & Spaclngs "loe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined Thornton Tomasetti 2415 Campus Dnve, Suite 110 Irvine, CA 92612 P 949 271 3300 / F 949 ?71 3301 www thorntontomasettt com Title Dsgnr Description Scope Job# Date 5 18PM, 17 APR 08 Code Ref ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev EliOOlD _. . . _User KW-OG00037 VcrSBO 1-DecZ003 CantlleVetTGd K6'(c)19B3 2003 ENERCALC Engineering Software wsnivjusuwsu i-«.taining Wall De&ign Page 2 h Description | Summary of Overturning & Resisting Forces & Moments . OVERTURNINGForce Distance Moment Item Ibs ft ft-# Heel Active Pressure = 1160 067 773 TOE Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 78 0 5 00 390 0 SeismicLoad = Total = 1940 OTM. = 4673 Resisting/Overturning Ratio = 2 81 Vertical Loads used for Soil Pressure = 999 4 Ibs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem ~Iransilions= Footing Weight = Key Weight = Vert Component = Total = RESISTING Force Distance Ibs ft 1100 200 000 55 0 0 50 441 0 1 25 375 0 1 25 184 250 999 4 Ibs R M = r Moment ft-# ^200 275 551 3 4687 460 1,3135 Thornton Tomasotti 2415 Campus Dnve, Suite 110 Irvine, CA 92612 P 949.271 3300 / F 949 271 3301 www thorntontomasetti com Title Dsgnr Description Scope Jobtf Date 530PM, 17 APR 08 Rov 500002User KW-0600037 Vet S BO 1-Dec-20Q3(c)1S83 2003 ENFRCAIC Enfflneenng Sollwafe Pole Embedment in Soil Page 1 Description Cresent Trench footing at Propety line wall Genera! Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint 300 oo pcf 2,000 00 Psf 1 330 12000 in Code Ref 1997 UBC 1806 8 2 1, Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom 2003 IBC 1805 7 2 2003 NFPA 194 00 Ibs 2410ft 0 00 Wft 3000 ft 0 000 ft 5000 36 4 3 ' Summary ,. Moments @ Surface Point load Distributed load 467 54 f!4' Total Moment 467 54 ft-# 000 Total Lateral 194 00 Ibs -^ Without Surface Restraint C Required Depth Press @ 1/3 Embed Actual Allowable 2375 ft 30204 psf 304 46 psf O ^D ^(/> • — -—_£ ^"~^—-— _ ^7 Si -5^-^7^ S i - V* <- 5 ^^s ii ' £rx ^> >£^ ^° •^^s. 's^^ ^X 5^ IUr-j ^ %9> 3 m O nRs»1— K P4« > ~n m ^ fc ^ ^a> R> ^