The URL can be used to link to this page

Home My WebLink About29381 VILLAGE PARKWAY_ 07-00000869 City of Lake Elsinorelt 130 South Main Street PERMIT F--'MMIT NO: 70— DATE : 4 10 07 JOB ADDRESS . . . . . 29381 VILLAGE PARKWAY DESCRIPTION OF WORK BLOCK WALL OWNER CONTRACTOR ------------------------------ ------------------------------ John Laing Homes OWNER 31881 Corydon Suite 130 LAKE ELSINORE CA 92530 A. P . # . . . . 371-030-001 5 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 ` CONSTRUCTION FIRE SPRNKLR VALUATION . . . 3 , 450 ZONE . . . . . . R-1 -------- ---------------- BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 2 . 00 X 12 . 5000 VALUATION 25 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 — -------------------------------- --- FEE SUMMARY CHARGES PAID DUE PERMIT FEES ------------------------ BUILDING PERMIT 93 . 00 . 00 93 . 00 OTHER FEES ------------- PLANNING REVIEW FEE 17 . 60 . 00 17 . 60 PLAN RETENTION FEE 1 . 00 . 00 1 . 00 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 69 . 75 . 00 69 . 75 TOTAL 181 . 85 . 00 181 . 85 SPECIAL NOTES & C_O_NDITIO_N_S_ 1381f service wall attached to club house per approved site plan with planning approval . L] er: COI.NTEFc Date: q/11/07 11 Z�?mipt rm: 6a.4 Total tendered $181.65 Total payment $181 Z City of Lake Elsinore Mane d Initlal Building Safety Division 1.1 am Lioeasod wrier the provkionns o and profiWiaml Code Section 7000 et seq.and my license is in full 11mv, Post in conspicuom place 2.[,as owner of the property or my employers w/wages as their sole motion wll do the work on the job and the structure is not h t nth or olfmw for sale. 3.I,as owner of the property am eudush*coavacting with licensed contractors to construd the You must furnish PERMIT NUMBER and,the project. JOB ADDRESS for each respective inspection: 4.I have a certificate of coosew to s lfnsure or a cerffwte of wakes Compensation Ins a um Approved plans must be on job or a certified copy dmzwf at all times: 5.1 shall not employ any person in any manner so as to become subject to workers Cornpensatiou Laws in the pesforrnamce of the wank for which this permit is issued Note:If you should become subject to Workers Compensation after mal ft this certification, Code Approvals Date Inspector you must forthwith comply with sash provisions or this permit shag be deemed revoked ELO 1 Temporary Mectric Service PLO1 son Pipe undasmund EL02 Electric conduit underground A BPOI F BP02 steel Reinforceneot Is"l BP03 Grout BP04 Stab Grade PLO1 unserswund water Pipe SS01 Rough System SW01 on site Sawa BP05 Floor joists BP06 Floor sheathing BP07 RoofF BP08 Roof Shesthing BP09 shear wall&Pm4A& PL03 Rough Plumbing EL03 lRough Flectrk conduit EL04 Rough Electric wiring EL05 Rough Electric/T-Bar ME01 ptqugh Mock u&W ME02 Duds,yamiating PLO4 Rough Gas Pipe/Test PL02 RoofDrams BP10 Friuning fit Fisshing BP 12 Insulation BP13 Drywall Naiiing BP11 tAddng siding PL99 Final Plumbing EL99 Final Electrical ME99 lFinal Mechanical BP99 IFind Bwldiog Code Pool do Spa Appravals Date Inspector OTHER DMSION RELEASES Depog Inspector Department Approval required prior to the P001 Pool steel Rem./Forms building ing released by the City P001 Pool PI /Pressure Teat P003 Pre.Gtmite Amovai Date Inspector EL06 Rough Pool Electric Planning Sub Usk al P004 PodF /Gates/Alamms Finance P005 Pre-Platter P009 lFinal Pool/Spa City of Lake Elsinore 130 South Main Street A.PP-LICATION FOR APPo7„9 E. BUILDING PERMIT DATE. i�(�'�/ ° VALUATION CALCULATIONS 371-0,�,DO/s 1,7� . w st FLOOR SF 0 TRA nd FLOOR SF NAME rd FLOOR SF O -te►... J..,,c. �..m.,n,g s WMAILM PHONE :ARAGE SF ADDRESS 3 8$ CoQ Do..a S— TEIZIP :TORAGE SF R d..LZ p— i....0 aqt `�z S,b-0 I hereby rrn am kensed under prw+swas of chvter cam g 1ECK 3 BALCONIES. SF with nsset Um 1000)of dnrtsion 3'of the business and professions code.and my C ieee Is in 6 A face and effect. ITHER: O LICENSE• CITY BUSINESS N ANO CLASS TAX A T NAME rALUATIOH 60 "R C�!?.A■-.ter Gm �-2 �. o•�. A ZVI=• C ADDRESS FEES ~T CITY. STATEW PHONE WILDING PbtUff -S- -it.. CQNMACTPR-S-SIGHATURE DATE 'LAN CHECK R ti A� lEi$td(C; If, A 4AN RETENTION, Q NEW QCC GRP.l CONSY. f . O ADOMON OMSION: ..• TYPE- 0 ALTEI#A710N, ='NUMBER OF NUMBER OF 071i R STOWS. QEOROOMS: 04act.FAtrTtILY zotiE; ' - .•-- AFI1RR�t1cNiS• - 1 oetGfj!that I,t Fe3d ttits appEt idn and sfatam t ie' : O:CONO UNt HAZARQ ' '' YES al;owe infohnabon'a�cortec�I.ogree tacQm - atr - O`T4 ems':!�� _ NO !b aNsllaWs retai?ry bn buad°ttJ. �, �`COS4GS�tC,�►L SPRItIKLg2S YES c�rutnr ori;aiidhiYebrau�c�ize isQreselitntn t of l _ CrlkDUS,'R REQUtOb 1" NO to alferupon Cie (:]'REPAIR'_' ED USE OF B O 0 PRI_SENT USE LOG: ' - - - - JOB• )�'�ION - C (.�.. _- - _ $i eiafCppticant<oc;Merit_ Vic Date iris ' l RoV►��- . -Ageritlo.t p- contractor :O owner - Agents{ dt+e � CAP PER ARCH. CITY OF K50EL$IN E BUILDI GUIVI �Q /s 4 02 - PERMIT # . vERr. o WALL �. AP s o TYP q r . 1 iD n 0 41 41 1 � QjLpFESSjQ, v TMP' I — ' - 9 CONT No.2717 p * xp.0-30-2000 2._0. v ALTERNATE HOOKS F Of `�� 2s o 32- O.C. w BETWEEN DOWELS S1 .9 FREE-STANDING CMU WALL SECTION 8 3 Sheet Reference: Revisions: Issued: The Links at Summerly Sheet No. AODEPOM 1 11-06-06 S1.9 Owner: John Laing Homes Title: Scale: Structural Engineering:Brandow&Johnston, Inc. S K-1 0 '� — NONE rid RIP c!E:T -7n tj Y � • a ` Trtc .00 ' 141 I PROJEM SHEET NO. FOR The Links at Sum IN merty RADOW & JOHNSTON AIWCIATES ,roB No. MPR CONSULTING STRUCTURAL ENGINEERS 05680 UXh1nm DATE Lake Elsirrore,Caiira a 20301 S.W. Birch St.#100, Newport Beach, Califomia 92660 03t28/07 FMM ENGNEER Corer (949)476-8319 Fax(949)955-0794 bja@bjase.com D.W. (FILE.G:W5105680 Summe►fy Clubhouse%ENGI(One Story wood lateral design 1.x1s]oover(3)) STRUCTURAL CALCULATION OQ'pFESSIpy�� FOR W No. 2717 ,e oc * exo.a-so-zoos srv ��e 9rF OF CI►�-�� Free Standing Fence Wall MI Golf Club House at The Links at Summerly Lake Elsinore, California architect MPR Brandow&Jo Mn Associates Title . The Lin ummerly-Maintenance Page: 1660 W.Third t Job# • 05680A Dsgnr: D.W. Date: JAN 11,2007 . Los Angeles, rnIa 90017 Description.... 213484-8950 phone Fence wall 213.483•55N fax This Wall in File:G:105105680 Summerly Clubhouse%ENGIFi Retain Pro 6.0.23-sep-2oo2.(c)19a%-2002 Cantilevered Retaining Wall Design Code:1997 UBC Criteria 17SOil Data Footing Dimensions &Strengths Retained Height = 1.00 It Allow Soil Bearing = 2,000.0 psi Toe Width = 0.67 It Wall height above soil = 7.00 It Equivalent Fluid Pressure Method Heel Width 1.33 Heel Active Pressure - 35.0 psf/ft Total Footing Widtt - 2.00 Slope Behind Wal = 0.00:1 Toe Active Pressure = 35.0 psf/ft Footing Thickness = 12.00 in Height of Soil over Toe = 12.00 in Passive Pressure = 300.0 psf/ft Soil owwty = 100.0()pc( Water height over heel = 0.0 It Key Width 26.00 in FootingilSoil Frictior = 0.450 Key D - 0. in Key Distance from Toe 0.58 ft Wind on Stem = 15.0 psf Sol height to Ignore rc = 2,000 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 = 915 lbs Design height ft= 0.00 ...resultant ecr- = 7.34 in Wall Material Above'Hr = Masonry Sail Presstue @ Toe = 1,570 psf OK Thickness _ 8.00 Soil Pressure @ Heel = 0 psf OK Rebar Size - # 5 Allowable = 2.000 psf Reber Spacing 24.00 Sol Pressure Less Than Allowable Rebar Placed at - Center ACI Factored @ Toe = 2,155 psf Design Data - ACI Factored @ Heel = 0 psf fb/FB+ta/Fa _ 0.674 Total Force @ Section lbs= 105.0 Footing Shear�Toe = 7.8 psi OK Moment...Actual ft-#= 472.5 Footing Shear Q Fleet = 2.3 psi OK Moment.....Allowable = 701.1 Allowable = 76.0 psi Wall Stability Ratios Shear.....Actual psi= 3.7 Overturning = 1.62 OK Shear....Allowable psi= 25.8 SBding = 8.21 OK Lap Splice if Above in= 30.00 Sliding Calcs (Vertical Component Used) Lap Splice if Below in= 6.00 Lateral Srrdlrtg Force = 105.0 Ibs Wall Weight = 58.0 less 100%Passive Force= 450.0 lbs Reber Depth 'd' in= 3.75 less 100%Friction Force= - 411.9 lbs Masonry Data Added Force Req'd = 0.0 lbs OK I'm psi= 1.500 ....for 1.5:1 Stably = 0.0 lbs OK Fs psi= 24,000 Sow Grouting = No Footing Design Results special Inspection = No Modular Ratio'n' = 25.78 Toe Heel Short Tam Factor = 1.330 Factored Pressure = 2.155 0 psf Equiv.Solid Thick. in= 5.20 Mu':Upward = 570 0 ft-# Masonry Block Type=Medium Weight Mu':Downward = 122 142 ft-# Concrete Data Mu: Design = 448 142 ft-# f c psi= Actual 1-Way Shear = 7.77 2.31 psi Fy psi= Allow 1-Way Shur = 76.03 76.03 psi Outer Acceptable Sires 8 Spacings Toe Reinforcing = #5 @ 1&00 in Toe: Not Wd,Mu<S'Fr Heel Reinforcing = #5 @ 18.00 in Heel:Not req'd,Mu<S'Fr Key Reinforcing = None Speed Key: Not Req'd=Mu<S'Fr ' - Brandow&JoNWn Associates Title The Link ummerly-Maintenance Page: 16W W.Third t Job* 05680A Of Dsgnr: D.W. Date: JAN 11,2007 Los Angeles, mia 90017 Description.... 213484.8950 phone Fence wall 213483-5550 fax This Wall in File:G:105\05680 Surnmerly Clubhouse\ENG\FE Retain Pro SA 2002.(c)INS-2=1 Cantilevered Retaining Wall Design Code:1997 use Summaa of Overturning&Resisting Forces&Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs It ft-# Heel Active Pressure = 70.0 0.67 46.7 Sal Over Heel = 66.7 1.67 111.1 Toe Active Pressure = -70.0 0.67 46.7 Sloped Soil Over Heel = Surdharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Ahdal Dead Load on Stem= 0.00 Load @ Stem Above Sod= 105.0 5.50 577.5 Soil Over Toe _ - 66.7 0.33 22.2 Surcharge Over Toe = Stem Weight(s) 464.0 1.00 464.0 Total = 105.0 O.T.M. = 577.5 Earth @ Stem Transitions= ResistingfOvertuming Ratio = 1.62 Footing Weighl = 300.0 1.00 300.0 Vertical Loads used for Sol Pressure= 915.3 Ibs Key Weight = 1.67 Vert.Component = 18.0 2.00 35.9 Vertical component of active pressure used for sod pressure Total= 915.3 Ibs R.M.= 933.3 8.1n Mas vd#5 @ 241n do T-0' 8._0. "-,r —1�uMMENN"N" 0. p5@183n @Toe Designer select 8' 1'-4' #5@t8.in all hadz.rdnt. @ Heel See Appendix A r-o- 15.ps( i AIRL Pp=450.# 701 1569.9ps(