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Home My WebLink AboutPOTTERY STREET 807_03-00001234 City of Lake Elsinore / �l lv'N PERMIT130 South Main Stree PERMIT NO: 03-00001234 DATE : 6/26/03 JOB ADDRESS 807 W W POTTERY ST DESCRIPTION OF WORK RETAINING WALL OWNER CONTRACTOR WESTVEST INC 067NER A. P. # . . . . . 374-033-017 0 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 2 , 730 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 1 . 00 X 12 . 5000 VALUATION 12 . 50 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMA.RY CHARGES PAID DUE PERMIT FEES BUILDING PER1iIT 80 . 50 . 00 80 . 50 OTHER FEES PLAN CHECK FEE 56 . 63 . 00 56 . 63 TOTAL 137 . 13 . 00 137 . 13 SPECIAL NOTES & CONDITIONS 130 LIP OF 3 ' RETAINING WALL Oper: COW= Bate: 6/26/93 26 Receipt no: 6019 Total tendered $137.13 Total payment $137.13 City Of Lake Elsinore Building Safety Division Please Read and Initial: 1. i am Licensed under the provisions of Business and Professlonai Code Section 7000 et seq.and my license is In full force. • Post in conspicuous place 2. 1,as owner of the property,or my employees w/wages as their sole compensation will do the work and the structure is not Intended or on the job offered for sale. 3. 1,as owner of the property,am exclusively contracting with licensed contractors to construct the project. You must furnish PERMIT NUMBER and the _ 4. 1havea certificate ofconsenttoselflnsureora certificate ofWorkers JOB ADDRESS for each respective inspection: Compensation insurance or a certified copy thereof. 5. 1 shall not employ any person in any manner so as to become subject Approved plans must be on job to Workers Coompensation Laws in the performance of the work for at all times: which this permit is Issued. Note: If you should become subject to Workers Compensation after making this certification,you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code Approvals Date Inspector EL01 Temp Elec Services PL01 Soil Pipe Underground EL02 Elec Conduit Underground I BP01 FootingsG •/-v L 4c e — l Cot) I BP02 Steel Reinforcement ,L-� l G O(A)1 S BP03 Grout N BP04 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer BP05 Floor Joists Roof Framqnc Roof Sheath*no Shpnr Wall P.Pre-1 th PL03 Rough Plumbing EL04 Rough Electric-Wiri EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rou h Gas Pipe-Test PI 02 Roof Drains BP10 FraminoFlashing BP12 Insulation SP13 Drywall Nailing BPll Lathino&Sidin PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 I Final Buildin Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES De .Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City P001 Pool Plumbing/Press.Test P003 Pre-Gunite Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landsca P004 Pool Fencing/Access Finance P005 Pre-Plaster Engineering P009 1 Final Pool/Spa City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICATION N_3 0 BUILDING PERMIT APPLICATION ECEIVED DATE VALUATION CALCULATIONS API !!�7 _O`F' _ / By 1st FLOOR SF BUnD(NG ADDRESS -7 ( O 71 2nd FLOOR SF TRACT BLOCK/PAGE LOT/PARCEL 3rd FLOOR SF GARAGE SF �-- STORAGE SF = ALA0.ING PHONE 3 ADDRESS DECK& BALCONIES SF O CITY STATE/ZIP OTHER: SF 1 hereby affirm that 1 am licensed under provisions of Chapter 9(commencing with Section 7000)of Division 7 of the Business and Professions Code,and my license is in full force ( ¢ and effect. tt / CITY BUSINESS Z AND t TAX VALUATION: $ NAME FEES MAnwc ADDRESS BUILDING PERMIT $ CITY Si ztP PHONE CONTPaC TOR"S SIGNATURE DATE PLAN CHECK ADDITIONAL PLAN CHECK NAME LICENSE r O Z MAttu+G Z ADDRESS V CITY SIAIE/ZIP PHONE ONEW OREPAIR OCC GRP./ CONST. DIVISION: TYPE: MICROFILM OAODITION OMOVE NUMBER OF NUMBER OF OALTERATION (;DEMOLISH STORIES: BEDROOMS: COPIES OOTHER ZONE: OSINGLE FAMILY units HAZARD AREA? YES NO IMPRO FEES O SCHOOL FEES ❑ OAPARTMENTS units OCONDOMINIUMS units SPRINKLERS REQUIRED? YES NO OTOWNHOMES units PROPOSED USE OF BUILDING: OCO MERCAL ❑INDUSTRIAL PAID PRESENT USE OF BUILDING: DATE J08 DESCRIPTION O 1 certify that I have read this application and state that the above information is correct I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspec- t" rposes. or Agent Dote AGENT FOR ❑ CONTRACTOR ❑ OWNER AGENT'S NAME AGENT'S ADDRESS co (O II n � � C -P o - o_ < -o r- �� LM -- - n OCD <� CD CD CD t G 1 ' -0 r n o III III III III Q R) 1�I=III rD i t' - •. II=11 III- =III t I =11 I O CDREGI f 4 O S, -0„ �� I To specify your own Title Page: special title block here, Job# 03-1162 Dsgnr: Georgge Date: JUL 7,2003 use the"Settings"screen Description.... and enter your title block Lake Elsinor pottery inforniation. This Wall in File:C:\RP6\westvest.RP5 RetainPro Version 6.0 Cantilevered Retaining Wall Design Build Date: 10-SEP-2001,(c)1989-2001 Criteria Soil Data I Footing Dimensions & Strengths Retained Height = 4.50 ft Allow Soil Bearing = 1.000.0 psf Toe Width = 1.75 ft Wall height above soil = 0_50 ft Equivalent Fluid Pressure Method Heel Width _0.92 Heel Active Pressure - 30.0 psf/ft Total Footing Widtt - 2.67 Slope Behind Wal = 0.00: 1 Toe Active Pressure = 30.0 psf/ft Fooling Thickness = 14.00 in Height of Sail over Toe = 7.75 in Passive Pressure = 250.0 psf/ft Soil Density = 110.00 pcf Water height over heel = 0.0 ft Key Width = 6.00 in Key Depth = 5.00 in FootingllSoil Frictiot = 0.325 Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Soil height to ignore fc = 2,500 psi F = 60,000 psi for passive pressure = 12.00 in p y p Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Design Summary Stem Construction Top Stem Stem OK Total Bearing Load = 1,136 Ibs Design height ft= 0.00 ...resultant ecc. = 5.59 in Wall Material Above'Hl' = Masonry Soil Pressure @ Toe = 873 psf OK Thickness _ 8.0 4 Rebar Size Soil Pressure @ Heel = 0 psf OK _ # 4 1 000 Rebar Spacing - 24.00 Allowable = psf Rebar Placed at = Center Soil Pressure Less Than Allovrable ACI Factored @ Toe = 1,222 psf Design Data -_ -- - - - -------- ----------- ACI Factored @Heel = 0 psf �lFB+fa/Fa - os7o Total Force @ Section Ibs= 297.5 Footing Shear @ Toe = 6.5 psi OK Moment....Actual ft-#= 454.3 Footing Shear @ Heel = 1.6 psi OK Moment.....Allowable = 678.5 Allowable = 85.0 psi Shear.....Actual psi= 7.2 Wall Stability Ratios Overturning 2.12 OK vra Shear...._Alloble psi= 38.7 = Sliding = 2.00 OK Lap Splice if Above in= 24.00 Sliding Calcs (Vertical Component NOT Used) Lap Splice if Below in= 8.40 Lateral Sliding Force = 432A Ibs "fall Weight = 78.0 less 100%Passive ForcE - 496.1 Ibs Rebar Depth 'd' in= 3.75 less 1000%Friction Force= 369.2 lbs Masonry Data -- - Added Force Req'd = 0.0 Ibs OK f m psi= 1,500 ....for 1.5: 1 Stabitity = 0.0 !bs OK Fs psi_ 24.000 Solid Grouting - Yes Footing Design Results , Special Inspection = Yes Modular Ration' = 25.78 Toe Heel Short Term Factor = 1.000 Factored Pressure = 1,222 0 psf Equiv.So'-id Thick_ in= 7.60 Mu':Ypzrard = 0 3 ft-# Masonry Block Type=Medium Weight Mu':Dmvmvard = 0 81 tt-# Concrete Data - ----- - f:4u: Destgn = 772 78 fi# f c psi= Actual 1-bsfay Sheaf = 6.48 1.64 psi Fy psi= At3mv 1-S^9ay Sheaf = 85.00 85.60 psi Other Acceptable Sizes 8 Spacings Toe Re:nfarang = #4 @al 18.00 in Toe: Not req'd,Mu<S' Fr Heel Reinforcing = #4 @ 18.00 in Heel:Not req'd,Mu<S'Fr Key Reinforcing = None Speed Key. Not req'd,Mu<S'Fr li To specify your own Title Page: special title block here, Job# 03-1162 Dsgnr: Georgge Date: JUL 7,2003 use the"Settings"screen Description.... and enter your title block Lake Elsinor pottery information. This Wall in File:C:\RP6\westvest.RP5 RetainPro Version 6.0 Cantilevered Retaining Wall Design Build Date: 10-SEP-2001,(c)1989-2001 Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs It it-# ibs It ft-# Heel Active Pressure = 481.7 1.89 909.8 Soil Over Heel = 123.8 2.54 314,5 Toe Active Pressure = -49.3 0.60 -29.8 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load @ Stem Above Sail = Soil Over Toe = 124.3 0.88 108.8 ' Surcharge Over Toe = Stem Weight(s) 390.0 2.08 812.5 Total = 432.4 O.T.M. = 880.0 Earth @ Stem Transitions_ Resisting/Overturning Ratio = 2.12 Footing Weight = 466.7 1.33 622.2 Vertical Loads used for Soil Pressure= 1,136.0 Ibs Key Weight = 31.3 0.25 7.8 Vert.Component Vertical component of active pressure NOT used for sail pressure Total= 1,136.0 Ibs R.M.= 1,865.8 PL 1 �Z I P20 EL) h t=Z N I ^W-1 \Mpri 1 7 1 I -- 2 C� �---w �-y f �J MMO�cf-O It t5D Po J 777 IBC �o i n N 971 J � I r~ �uj�� - U lkDD U1. Po � ! L az C . t