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Home My WebLink About39415 ARDENWOOD WAY_ 06-000014820 PERMIT YtSmml -l- Nv: U0-000U1g0z JOB ADDRESS . . . . . 39415 ARDENWOOD WAY DESCRIPTION OF WORK MISCELLANIOUS OWNER CONTRACTOR CENTEX HOMES OWNER 1265 CORONA POINTE CORONA CA 92879 A.P.# . . . . . . 347 - 120 -020 3 OCCUPANCY . . . . CONSTRUCTION . . . VALUATION . . . . 33,978 120 130 South Main Street SQUARE FOOTAGE 0 GARAGE SQ FT 0 FIRE SPRNKLR . ZONE . . . . . . R -1 BUILDING PERMIT PAID DUE PERMIT FEES QTY UNIT CHG BUILDING PERMIT ITEM CHARGE .00 `43.00 ELECTRICAL PERMIT 69.30 BASE FEE 352.00 OTHER FEES 9.00 X 9.0000 VALUATION 81.00 .00 1.00 X 5.0000 PROFESSIONAL DEV FEE 5.00 SEISMIC OTHER 7.14 .00 7.14 PLAN CHECK FEES 324.75 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 20.00 X 1.0000 SWITCHES / 1ST 20 20.00 22.00 X .6500 SWITCHES / OVER 20 14.30 1.00 X 5.0000 PROFESSIONAL DEV FEE 5.00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 438.00 .00 `43.00 ELECTRICAL PERMIT 69.30 .00 69.30 OTHER FEES PLANNING REVIEW FEE 86.60 .00 86.60 PLAN RETENTION FEE 10.00 .00 10.00 SEISMIC OTHER 7.14 .00 7.14 PLAN CHECK FEES 324.75 .00 324.75 TOTAL 935.79 .00 935.79 L Oper: CWNTER J Date: 4/29/06 28 Receipt ro: 6322 Total tendered $935.79 lij Total payment $935.79 City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and"the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: Please read aW hdiii1 1.1 am Licensed undo the pmvmom ofBgsam and pmfirssional Code Section 7000 et seq. and my license is in (till force. 2. ins ow na of the pmpaty or my employees -/wages as their sole oa®peasabon will do the work and the strtichwe is not intended or otisaed for sale. 3. I.as owns of the pffopaty sm emdusivdy contracting with licensed coahacux3 to construct the project 4. I have a catifiate ofconsa t to selfmavre or a catifiate of Workas CoaVcnsation laswanx or a carti6ed copy thereof 5.1 shall not employ any person in any manna so as to boom w subject to workers Compensation Laws in the pw m m ofthe work far which this permit a issued. Now if you ahead become subject to workers Compensation after makift this certification, you most forthwith comply witL such provisions or this permit sba9 be deemed revoked Code Apprvvab Date Ins or ELO 1 Tanporaq Electric Sevice PLO1 son Pipe undwyound EL02 Electric Conduit Undaryand BPO1 lFoottw ►� 1L -7_ -� BP02 sted Rein% oanent ' BP03 Grout BPO4 slab Grade PLOT undetwound water Pipe SS61 Rwo Septic system SWO1 Ion Sim Sewn BPOS lFloor Joists BP06 Floor shadh' BP07 RoofF BP08 lRoofShcathing BP09 IShear Wall & Pte -Lath PL03 lRough Plumbing EL03 lRough Electric Conduit EL04 lRough Electric W' * EL05 lRogh Electric / T-Bar ME0l Rougb Mechanical ME02 Ducts, vem7ating PL04 Rough Gas Pipe / Teat PL02 RoofDrains BP 10 F ac Ftwihino BP12 linstdation BP 13 pnnwwailing BP 1 l Lathing & siding PL99 Final Plu nbmg EL99 Final Electrical 3 • �0 • y RA ME99 lFinal Mechanical BP99 JFinal Building U7 Inspector OTHER DIVISION RELEASES Department Approval required prior to the building ing released by the City Date Inspector Plwmipg lmdsotpe Finance I &Wneering, Cale Pool & Spa Approvals Date Deputy Inspector P001 Pool steel Rem. / Forms POO I Pool Plumbing / Pressure Test P003 Pre- Gunite Appwal EL06 Rough Pool Electric Sub Ilut Approval P004 Pool F / Gates / Alamn P005 Pre- Plasta Ammal P009 117inal Pod/ Spa APPLICATION FOR BUILDING PERMIT VALUATION CALCULATIONS Ist FLOOR SF Znd FLOOR SF 3rd FLOOR SF GARAGE SF STORAGE SF DECK & BALCONIES SF 'OTHER: 1 _SF VALUATION: '3 3 970. vC FEES - City of Lake Elsinore 130 South Main Street BUILDING PERMIT $ " �• �' PLAN CHECK] - PLlu�i i EW..EW SEISMIC PLAN RETENTION ' O sr %I ceWy that 1 have lead this application and stale edti d the attore ird mwfion is Corteci-I agree to cantoyWah,a city and County orda artd, state boars refacing to btmW%V Conshucfary-atd'herebr suthorae reprFSWb6Wes Of this city to enter Upon the a tmwe - menflaned Wpertf far insp- 6on purposes. /Ito (01 'Signature -of Applicant or- Agent -- Date -Agent for ;Q contractor O owner -.Agent'S'Name = Agents Address _ Street City State ` Zip APPLICATION NO. G-i a APPLICATION ECEll, DATE BLOCKIPAGE LOTWARGEL O NAME 1- w N MAUJNU ZgZ9 ADDRESS ONE IO E R UPS STA I Zto C .0. N that I am KCWMW Under prowsans er Commencing with section 7000) d division 3 of the business and professions code.aind my 6oense is in ful farce and effect. UCENSE S CITY_ BUSINESS AND CLASS TAX # T R NAME A C MAILING ADDRESS T 0. CITY STATE21P PHONE- .R N. • SIGNATURE DATE A NAME # _ R ;C ADO_RESS if P" STATE/ZIP O NEW OCC GRP. I DMSION:.. CONST. TYPE: O ADDITION 0 ALTERATION . NUMBER OF TORIES:. NUMBER OF BEDROOMS: ❑;OTHER • -- • _ _ I] SIWAE.FAARLY ZONE Q APARTUtNTS- O CONDOMINIUM. HAZARD AREA ?.. YES NO ❑ TOWN HOMES-_ O COWER6AL_ : SPRINKLERS REQUIRED ? YES NO 0-1 DUSTRLAL - p REPAIR PROPOSED USE OF BLDG: PRESENT USE-OF BLDG: _ p DEMOUSk -. JOB DESCRIPTION Z 0 City. of Lake Elsinore — i3sSouth Main Street Y/N Al'PI.ICAON N APPLICATION FOR PERMIT APPUC ATl °" DATE: BY: ELECTRICAL / PLUMBING / MECHANICAL BUILD G DRESS o 1 hereby catify that 1 baw read this applicm And state mat me above inffm= a emrom l agree a> cow* wik a0 ary aad aonmy. BLOCK/PAGE LOTIPARCEL oddinanom m d state lass tda wg to bedding aomwumm% and htaeby awhmim gepracomfim of this city to atta upon the abovoagedouod N F%=ty,6or Pow W LD " N MAILM .2329 PHONE q E ADDRESS. o -z — t 1 fl tgoatttrtof R tote STAT P C ?—(.p I bmcby affm that I am UoanW under the provtstoos ofChspter 9 (eonunancing C with Sectimt 7000) of Division 3 of the Busiaas and ftfessioos Code. and my (circle one) O tioerwe is in 8d1 foroe and cffcct AGENT FOR:- CONTRACTOR OWNER N' LICFNME i CITY BUS(NESS T AND CLASS - TAX# AGENTS MANE R NAME A AGFNPS ADDRESS C MAILJNO sorest eity smte up T ADORPS O STATEMP. PH R CONTRA R'S SIGNATURE BI.BCIWCA� t -PLUMBING- Quern NIECHAP1YCAt�. quah New Res§. Multi F ! . E1: : _'_ F'txtt M or T FAU- l Furnace•/ Dum- /'Neaatts '. Ras, iulffiihmy-1 : q, .t- 't ' ' Seiwer- F.AU. / Ftrnt -- , l tyl'tsc / x t000D0 QWElocorit: _ Private Rani Watcr Drain _ Ffaa�Ftunaael V,ptC.•• Switches ! 1st 20 - "c 4Van l jail Heats / Wall Memoir - Switches witdxs ! over 20' water Heater /Vent lristWl % Relocate / laaD V«it . ..: ..:.: e Otala /7st 20 Oas piping $ epn l - 4 Outlets Vmfilaong Fan Rmcptacli: Outici / Over-20 Piping S• or mom Outlos • Evapamdve Cooler. ' F`adtaes /_ tst-20 - : {� • ' washer VentiUati System . Ii Fntttu+es F�ner2D - : ''trnlc Exaust Hood amd /C3mw = . Satan Colleex6P Tartot F' lane NonAesideadd Apprifum 1.Otnld ' amuse T / 'al Incintxatrtr ioo -200 Aim seivioe <600v It sal[, AW or -em Air EbMltx > 10000 CFM - loco Amp Ser -uai: <60D.V LaWn §e•nldci System Air.Handler < 10000 CFM its, &m • • oiq Devico SaWler than 2' Fim.Dam pers S" Y- BM09w Device CaW than r- S-'E Bmnch amuil S-' E MOW Drain / Busways / EA 100 FC nooar Sink /' : � -15 KP:... Tempniry Power Service coffivmw / .1S.- 30 H.P:: Temp Power 'butm System Met or 'r Drain oir Vent • " •/Alter / 30 s 10 ,H Helena /TaansforTaeas' . Eire S eis Building Misc 'CfifAC Motomupto"IHY.- Swlatmtn 'Ebel / Over 50 i•LP. Motars l Tdq&xaWs L• 10 -H fr Ptah-- Pt we Motdd-/ Tnoif li Upts 10- so". - Pool -/ Private ' maim ! Tr fdrtnas So -100 H.P- Watai Heater /. Vent 4 Tmnsfar>nas >= f00H.P: lgco ace l ittling. lam Filter We Repleft GOA I V �6� V� VANDORPE CHOU ASSOCIATES _Y W I S R rd-QhI,W oad w`- f 295 N. Rampart Street, Suite A Orange, CA 92868 STRUCTURAIL BUILDING DEPARTMENT SUBMITTAL FOR: Fairfield Development, LLC Ramsgate Apartments Light Pole Foundation nOFESS10Va, a' 41 OF SUBMITTED TO: City of Lake Elsinore, California March 31, 2004 Job No. - A02137 Nonconstrained Light Pole Foundation Calculation Project: Ramsgate Apartments i5/ ?ALL POLE Job #: Job No. - AO2137 Site Conditions Wind Speed (mph) _: 7o.o 1W Exposure = ;C Wind Pressure - P = Co x Cq x qs C. C GIs (Psf) P (Psf) 1.06 1.40 12.60 18.70 Projected Areas Element Width ft Height ft Area Fixture 4.00 1.00 4.00 Pole 0.50 ' i5 IV 7.50 Resulting Moments Element Force Ibs Ave. Ht ft Moment ft -lbs Fixture 74.79 15.00 1121.90 Pole 140.24 7.50 1051.79 Weighted Result =1 215.03 1 10.11 1 2173.69 Soil Conditions - Allowable Lateral Soil- Bearing Pressure psf/ft Trial Depth (ft) Pole Factor S, (psf) 300.00 2.56 2.00 680.96 - Where S,= Allow. lateral Soil -Brg. Pressure at 1/3 the depth of embedment with 1.33 increa - See Footnote #3 of Table 18-1 -A for Pole Factor Required Footing Dimensions [UBC 1806.8.2.1] Requ'd Depth = A/2 (1 + (1 + 4.36h / A)'r ) - Where A = 2.34P / Sib - P = Applied Force (lbs) - h = Height of P from Ground Surface (ft) - b = Diameter of Footing (ft) Diameter (in) = 18 Requ'd Depth (ft) = 2.58 Use 18in Diameter x 2.58ft Min. Deea Footing VanDorpe Chou Associates Rev. 02/27/02 Nonconstrained Light Pole Foundation Calculation Project: Ramsgate Apartments 016' 74LL POLE Job # : Job No. - AO2i 37 Site Conditions Wind Speed (mph) = 70.0 Exposure =: C Wind Pressure - P = C. x Cq x qs C. C qs (Psf) P (Psf) 1.13 1.40 12.60 19.93 Projected Areas Element Width ft Height ft Area Fixture 4.00 1 1.00 4.00 Pole 0.50 - 20 (. 10.00 Resulting Moments Element Force Ibs Ave. Ht ft Moment ft -Ibs Fixture 79.73 1 20.00 1594.66 1 Pole 199.33 10.00 1993.32 Weighted Result =1 279.06 1 12.86 1 3587.98 Soil Conditions - Allowable Lateral Soil- Bearing Pressure l3dift Trial Depth (ft) Pole Factor S, (psf) 1 300.00 2.56 2.00 680.96 - Where S,= Allow. Lateral Soil -Brg. Pressure at 1/3 the depth of embedment with 1.33 increa - See Footnote #3 of Table 18-1 -A for Pole Factor Required- Footing Dimensions [UBC 1806.8.2.1] Requ'd Depth = Al2 (1 + (1 + 4.36h / A)'n) - Where A = 2.34P / Sib - P = Applied Force (Ibs) - h = Height of P from Ground Surface (ft) - b = Diameter of Footing (ft) Diameter (in) = 18 Requ'd Depth (ft) = 3.32 Use 18in Diameter x 3.32ft Min. Deep Footing VanDorpe Chou Associates Rev. 02/27/02 -4 N LIGHT FIXTURE b ` DESIGN PARAMETERS • LIGHT FIXTURE PROD. AREA 4.0 S.F. MAX. • POLE DIAM. 6' MAX. • 1'AND SPEED 70 MPH • WIND EXPOSURE C • SOIL BEARING 2500 psf • LAT. ALLOW BEARING 300 pcf • CONCRETE STRENGTH f'c = 2500 psi • REINFORCEMENT fy = 40 ksi •n CLR. STEEL POLE AND BASE PLATE BY OTHERS { I ANCHOR BOLT BASE ( I COVER BY OTHERS ANCHOR BOLTS BY OTHERS I I 3 -53 TIES ® 2" O.C. AT TOP. 135' HOOK W/ 3" LEG MIN. AT THE ENDS OF EACH TIE 2" CLR. 0 I 0 N x 6 -§5 VERTICAL REBAR ola EQUALLY SPACED W/ _ FIN. GR. M #3 TIES 0 12'0.C. MAX. w W I 0 0 n. a ` I {i{' o 10 APPROVED FOUND. SOIL - = ' 0 0 3/4" MAX. CONDUIT o co �3" CLR. V- Light Pole Foundation SCALE: N.T.S. 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