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Home My WebLink About2209 DAVID PL; ABANDONED; PC000126; Permit06-02-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Permit No PC000126 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title PLANCK $000 CT96-03 Lot# Construction Type Status ABANDOND Applied 09/29/2000 RMA PACIFIC VIEW ESTATES-2660 SF MASONRY SOUND WALL Entered By Plan Approved Issued Inspect Area Applicant CONCORDIA HOMES OF CALIFORNIA STE 201 7130AVENIDAENCINAS CARLSBAD CA 92011 760804-1576 Owner Plan Check Fee Additional Fees $000 $000 Total Fees $0 00 Total Payments To Date $0 00 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that 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 information 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 project 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 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated^ Date Address (include Bldg/Suite #)Business Name (at this address) Pacific View Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tt of units Assessor's Parcel # Sound wall & Privacy wall Description of Work Existing Use Proposed Use 2,660 SF of masonry wall, sound on lots 24-26. privacy on lots SQ FT #of Stories # of Bedrooms # of Bathrooms ^-L.™"^ 3 CONT ACSiPERSON (if different from applicant) v Acuirrp. ______ 7130(lathy Kncinas. Suite 200 Carlsbad. CA (760)804-1576 804-1577 Name Address City 3;::;i;; APPLICANT B Contractor Q Agent for Contractor Q Owner Q Agenffor Owner CHCalf Inc 7130 Avenida Enemas. Suite 200 Carlsbad State/Zip Telephone #Fax CA 92009 (760) 804-1576 Address City State/Zip Telephone #Name 4": PROPERTY OWNER *....-.:: "":" """ ' ":ih '*': :.- . : " " •%....""• LB/L Concordia Carlsbad 25. LLC 7130 Avendia Enemas #200 Carlsbad CA (760) 804-1576 Name Address City State/Zip Telephone tt 5 CONTRACTOR ^COMPANY NAMphs-™ -~" .-Vf" jfi;. ^ _,,, ••«»=:;,_ " ,;| .„ V- ,..,, ;;;S;^ (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or 'chat he 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]) CHCalr Inc. 7130 Avenida Enemas #200 Carlsbad CA 92009 (760) 804-1576 Name State License tt 761397 Address License Class B City State/Zip Telephone • City Business License tt 1207181 Designer Name Address City State/Zip Telephone State License tt 6. WORKERS" COMPENSATION 3± Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~l I 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 3CJ 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 worker's compensation insurance earner and policy number are Insurance Company American Alternative Policy No 20A2WC000765000 Expiration Date 07-Q1-Q1 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O CERTIFICATE OF EXEMPTION 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 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 SdditiSn totthe ccjst oVcompensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE I A. 1 /L HI— ^^"^ DATE Setember 28 f 2000 7 OWNER-BUILDER " " I hereby affirm that I am exempt from the Contractdt^Cicense Law for the following reason 0 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) X2 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) 1~| I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES [UNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors 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 number / contractors license number) 5 I will provide some of the work but I have contracted (h]f of work) following persons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE DATE 28 , 2QQQ COMPLETE THIS SECTION FOR NON-RESIDENTIAL \ Is the applicant or future building occupant required to submit a busies 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 Act? C3 YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~) YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' f~l YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 » CONSTRUCTION LENDING AGENCY .:. ,isil:- '"::'' "•'' r ''*;:" ••' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME N/A _ LENDER S ADDRESS H/A _ 9 APPLICANT CERTIFICATION '"::-:" ........ a***!:: :': "' ......... '""..'... ,.„...&':••' . :-;?™' :.:-. ' '""' I certify that I have read the application and state that the above information is correct and that the mfoimation on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives 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 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 stories in height EXPIRATION Every permit issued by the building Official unde^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 1,80 days from the idate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a SerioJof 1BO day! (S*t\an 106 4 4 Uniform Building Code) _ I A J 7L IvL ^*^~' _ DATE September 23, 2000APPLICANT'S SIGNATURE WHITE ELLOW Applicant PINK Finance 07/05/2001 CONCORDIA HOMES OF CALIFORNIA STE 201 7130AVENIDAENCINAS CARLSBAD CA92009 Re Application Date 09/29/2000 Plan Check # PC000126 Address Expiration Date 09/29/2001 Permit Type PLANCK Description PACIFIC VIEW ESTATES-2660 SF MASONRY SOUND WALL You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee " In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2718 Raenette Abbey Building Department City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER CB BUILDING ADDRESS t £\.O V) U JUV ~~ (- ciu)lM-? PROJECT DESCRIPTION Retaining Wall ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have' submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build By Date f ^Dl Please seeTThe attached report of deficiencies marked withJTlMaJie necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON NAME KATHLEEN M FARMER City of Carlsbad ADDRESS 1635 Faraday Ave Carlsbad, CA 92008 PHONE (760) 602-2741 H \WORD\DOCSVCHKLST\Retainmg Wall Building Plancheck Cklist Form KF doc 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 » (76O) 6O2-2720 « FAX (76O) 6O2-8562 BUILDING PLANCHECK CHECKLIST RETAINING WALLS ,ND/ Q 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Easements B Existing & Proposed Structures /E "Retaining Wall (dimensioned from street) /"(location and height) C Property Lines v ~ f Show on site plan A Drainage Patterns B Existing & Proposed Slopes C Existing Topography Include on title sheet A Site Address B Assessor's Parcel Number C Legal Description D Grading Quantities Cut Fill Import/Export (Grading Permit and Haul Route Permit may be required) 4 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date •, MISCELLANEOUS PERMITS Q Q Q 5 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way A separate Right-of-Way issued by the Engineering Department is required for the following Please obtain an application for Right-of-Way permit from the Engineering Department Page 1 H \WORD\DOCS\CHKLST\Retaininfl Wall Building RlanchecK Cklist Form DR doc Rev 6^26/98 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER Q DATE ///s ADDRESS (J RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER V PLANNER DATE ENGINEER DATE ADL PLANNING ASSOCIATES Land Planning Landscape Architecture 2979 State Street Suite C Carlsbad C A 92008 760 729 8637 Fax 729 8324 September 26,2000 Mr Scott Dickson Concordia Homes 7130 Avenida Encinas. Suite 200 Carlsbad, CA 92008 RE: Soundwall along Carlsbad Village Drive Pacific View Estates (CT 96-03) Dear Scott Per your request the following summarizes the planned landscape treatment to the proposed soundwall along Carlsbad Village Drive 1 The approved landscape plans anticipated a masonry wall ranging in height from 5' to 5 1/2' with a minimum 20 inch parkway planting strip between the back of sidewalk and wall The wall should be constructed with colored split-faced block, consistent in color and texture with the other walls throughout the project 2 Vines will be trained to grow on the south side of the wall and groundcover will be planted in the parkway Creeping Fig, (Ficus) vines will be planted approximately twenty feet, (20') on center along the wall The groundcover will be the same mix of Gazania and White Trailing Iceplant which has been planted throughout the project 3 This narrow parkway planting area will be irrigated with pop-up strip spray heads (connected to the HOA irrigation system) 4 The wall and landscaping south of the wall (within the parkway), will be maintained by the HOA This information and area calculation was forwarded to the HOA consultant for budget consideration Scott, should you need any additional clarification, please call Respectfully, Anthony/) Lawson Presides ADL Planning Associates, Inc JJmummummmLmmmmu ORCO 21 RETAINGING W/ 6' BLOCK WALL 70 MPH WIND EXP C "6 STP. EUR-O-mi ® 3 PLACES L5E »5 STP FCR SIW aOCX 5 SBSNCZCME.4 fflHI/ftUffl POOTIHgpcPTH Q«7 WALL0 1FT SETBACK Oft CO 68/4= S^Li? FAci?- 6ROUT CELLS WRE1N.F P«reS*DT05 1/Z PARTS SWVaWTH A/MXWLmCF( Hi GALCNSCf WITERPSSflCK. Fc-iOOO PSI COOEIBELOCXLHTSSH/llOCtfCRATOUaC STACURP WCH IT IS LOCATE? 5 CaOETEELCCXLMTSARETOBESTAQSESm-GROUT ALL C£Lli> 0 COOETEBU^lMTSTOHflVEVBtTlCACCHIltUTyCfTHE caxsircesngLOEn REKfCRQHS SHAL BE SCUD OCUtHl T S2> STP PJR-O-WALL 0 I PLACE CQNrC?NM3 TO U3C 21- 10 Fy =J« PARTLW6T04-H2 PARTS DAW LOOSE SAtt T05 PARTS SrtOTO^^HICHrtWrE£ /CCS) MOT /ICRETHtfiWO ccfsisTEMcy rat pawns VMTHCUT sEasamcM cf THE CONSTITUENTS. THE®CUT/MyCCKrAl«lP«tSltAQWB, «WXMtm SIZE Cf 3/6" 9. BLCaFBCErtWyEEPLACEPTOaTHEREPZCfrTYPECF FCUCflTICH t£*>VE THE HEAP JOINTS <?FEM FOR PRAINASE <s> PLACEBO THE WAL IS REAWTOGRCUT WTH «o *PKam£ SLOPE cf sue WALS c« /a FcocwncN TYPES 12. HflfSTRESSESARELSEPINCACOATlCNELCCMSIPERIfG 1500 PS1 «ASOt«r LNTS CHO SPEO A INSPECTION •4 HORIZCNT/L CCW.(3 fflAX CONTROL JOINT SPACING £o 7' 70 see CWA*T OOo ( WALL DESIGN FORCES PER THE 19$7 IBC Wind Design Loads: For a 70 inph wind. Qs = 12 6 psf x .75 (or lOpsf mm ) = 10 psf ,P = .62xlOpsfxl.3\l Q = @ Exp C, P = 1.06 x 10 psf x 1.3 x For a 80 mph wind: Qs = 16.4 psf x .75 = 123 psf @ Exp B, P = .62 x 12 3 psf x 1 3 x 1 0 = 9 9 psf @ Exp C, P = 1.06 x 12 3 psf x 1 3 x : 0 =- ID f psf For a 90 mph wind: Qs = 20.8 psf x .75 = 15 6 psf @ Exp C, P = 1.06 x 15.6 psf x 1 3 x 1 .0 = 21.5 psf Seismic Design Loads- Assume: Zone 4: Z = .40 Non-building Structure per UBC 1634 5 Soil Profile S (a,b,o&je,and f) so Ca = ,<// Na ^ Site is situated £+ Km froTi :. Tyco A,£psourc.i so Na = _ Therefore, V = 0.56 x Ca x I x W = 0.56 x 'x 1 0 x W = . Oreo Wall System block wall weights per square foot for 6" wide block using joint reinforcement per UBC Std 21-10 - NO bond beams, wall grouced ONLY at vertical steel. 6" grouted @ 48" o/c = 39 psf .' V = x 39 psf= 6" grouted @ 40" o/c = 40.psf :. V = .2^ x 40 psf= 6" grouted @ 32" o/c = 42 psf .. V = x 42 psf =• 6" grouted @ 24" o/c = 44 psf / V = x 44 psf= 6" grouted @ 16" o/c = 48 psf :. V = x 48 psf= /Eve t 6 $0i/f.c.n.* -JZ<2 V TV/of/ - / =, 21 £ Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909)685-1521 Title Dsgnr Description Scope Job# Date 11 15AM, 27 SEP 00 Rev 510300 User KW-0603S22 Ver5 1 3 22Jun-1999 Win32 (c) 1983-99 ENERCALC Cantilevered Retaining Wall Design Page 1 c \ec\concordiacarlsbad ecw Calculations Description Concordia Carlsbad Tr 96-03 1 '-6" retaining w/ 5'-6" wall on top Criteria J Soil Data Retained Height Wall height above soil Slope Behind Wai Height of Soil over Toe Soil Density Wind on Stem Design Summary 1 50ft 550ft 000 1 4 00 in HOOOpcf 138psf Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method 1 | Footing Strengths & Dimensions 1 Total Bearing Load resultant ecc Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,678 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0 0 psi OK Footing Shear @ Heel = 6 3 psi OK Allowable = 76 0 psi Wall Stability Ratios Overturning Sliding Sliding Calcs (Vertical Component Used) 1 59 253 OK OK psi Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footmg||Soil Fnctioi Soil height to ignore for passive pressure 350 350 = 3000 00ft = 0220 = 000 in fc = 2,000 Mm As % = Toe Width Heel Width Total Footing Width Footing Thickness = Key Width Key Depth = Key Distance from Toe = Fy =40,000 psi 00012 000ft 200 ~"2~00~ 12 00 in 916 Ibs 8 29 in 1,979 psf OK 0 psf OK 2,000 pSf Stem Construction Design height ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa Total Force @ Section Ibs = Moment Actual ft-# = Moment Allowable ft-# = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht in = Lateral Sliding Force = 154 2 Ibs less 100% Passive Force= - 266 7 Ibs less 100% Friction Force= - 201 6 Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability = 0 0 Ibs OK ! Footing Design Results _ I Factored Pressure Mu' Upward Mu' Downward Mu Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing psf = m = Top Stem Stem OK 200 Masonry 600 # 4 3200 Center 0531 690 1725 3248 31 258 2400 2400 420 275 Wall Weight Rebar Depth 'd' Masonry Data -— fm Fs Solid Grouting Special Inspection Modular Ratio 'n1 Toe Heel Short Term Factor 2,678 0 psf Equiv Solid Thick 0 0 ft-# Masonry Block Type = Medium Weight 0 565 ft-# Concrete Data 0 565ft-# fc psi = 000 6 27 psi FV PSI = 0 00 76 03 psi other Acceptable Sizes & Spacings None Spec'd Toe Not req'd, Mu < S * Fr None Spec'd Heel Not req'd, Mu < S * Fr None Spec'd Key No key defined ps: = psi = in = 1,500 24,000 No No 2578 1330 390 Cover @ Top 2nd Stem OK 000 Masonry 800 # 4 3200 Center 0718 1133 3420 4761 27 223 2400 614 780 381 1,500 24,000 Yes No 2578 1 150 760 000 in 0 00 in 000ft = 3 00 in @ Btm = 3 00 in Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909)685-1521 ' Rev 510300 : User KW-0603522 VerS 1 3 22-Jun-1999 Win32 (c) 1S83-99 ENERCALC Title Dsgnr Description Scope Cantilevered Retaining Wall Design Job# Date 11 15AM, 27 SEP 00 Page 2 c \ec\concordiacarlsbad ecw Calculations Description Concordia Carlsbad Tr 96-03 1'-6" retaining w/ 5'-6" wall on top Summary of Overturning & Resisting Forces & Moments OVERTURNINGForce Item Ibs Heel Active Pressure = 1094 Toe Active Pressure = -31 1 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 75 9 SeismicLoad = Total = 1542 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure Distance Moment ft ft-# 0 83 91 1 044 -138 5 25 398 5 OTM = 475 8~ 1 59 9165 Ibs Vertical component of active pressure used tor 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 Transitions _ Footing Weigh' _ Key Weight _ Vert Component _ Total = RESISTING Force Distance Ibs ft 220 0 1 33 000 366 0 0 29 300 0 1 00 30 5 2 00 9165 Ibs RM = Moment ft-# 2933 1045 3000 61 0 7588 Timothy S Mallis - Civil Engineer Oreo Block Inc 4510RutileSt Riverside, Ca 90509 (909)^85-1521 Rev 510300 User KW-0603522 Ver 5 1 3 22-Jun-1999 Win32 I (C) 1983-99 ENERCALC Title Dsgnr Description Scope Job# Date 11 28AM, 27 SEP 00 Pole Embedment in Soil Page 1 c \ec\concordiacarlsbad ecw Calculations Description Concordia Tr 96-03 trench footing for 2' retaining w/ 6' wall on top • General Information | Allow Passive Max Passive Load duration factor Pole is Rectangular Width r No Surface Restraint Summary fj Moments @ Surface Point load Distributed load Without Surface Restraint Required Depth Press @ 1/3 Embed Actual Allowable 300 00 pcf 1,50000 psf 1330 12 000 in 4690 ft-# 41400 2146 ft 29925 psf 28539 psf Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral With Surface Restraint Req'd Depth Pressure @ Base Actual Allowable Surface Restraint Force 70 00 Ibs 0670ft 1380#/ft 8000ft 2 000 ft 460 90 ft-# 152 80 Ibs 0000ft j I PC000126 PACIFIC VIEW ESTATES 2660 SF MASONRY SOUND WALL PLANCK Lot# CONCORDIA HOMES OF CALIFORf