HomeMy WebLinkAbout39415 ARDENWOOD WAY_ 06-000014820
PERMIT
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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 revokedCodeApprvvabDateInsor
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-
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N
MAUJNU ZgZ9
ADDRESS
ONE
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R UPS
STA I
Zto
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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
NOTOWNHOMES-_
O COWER6AL_ : SPRINKLERS
REQUIRED ?
YES
NO0-1 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
o1herebycatifythat1bawreadthisapplicmAndstatematme
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
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E ADDRESS. o -z —
t 1 fl
tgoatttrtof
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tote
STAT P
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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 -
Switcheswitdxs ! 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 amuilS-' 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 s10 ,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-- Ptwe
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 littling.
lam Filter
We
Repleft
GOA
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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 4.001 1.00 4.00
Pole 0.50 - 20 (. 10.00
Resulting Moments
Element Force Ibs Ave. Ht ft Moment ft -Ibs
Fixture 79.731 20.00 1594.661Pole199.33 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) 1300.00 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 {
IANCHORBOLTBASE ( 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.
Rprs02 2006 23:53 9493801489 p,4
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POLES
C STRAIGHT SQUARE STEEL
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Apr 02 2006 23:53 94938014 89
r3 99 i s A r wood c.y
POLES .. a" STRAIGHT SQUARE STEEL
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