HomeMy WebLinkAbout32445 OLIVE TREE CT_ 99-00000244 32445 OLIVE TREE COURT 99-00000244 1 OF 1
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City of Lake Elsinore
PERMT 130 South Main Street
PERMIT NO: 99-00000244 DATE: 3/15/99
JOB ADDRESS . . . . . 32445 OLIVE TREE COURT
TENANT NBR, NAME . . L
DESCRIPTION OF WORK RETAINING WALL
OWNER CONTRACTOR
ELSINOP.E :TOME INC OWNER
2900 BRISTOL STE A107
COSTA MESA, CA 92626
714-557-9003
A.P.# . . . . . . 370-351-G14 2 SQUARE FOOTAGE 0
OCCUPA17CY . . . . GARAGE SQ FT 0
CONSTRUCTION FIRE SPRNKLR .
VALUATION 4,210 ZONE . . . . . . R-1
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 63. 00
3.00 n 12 .5000 VALUATION 37.50
1.00 N 5.0000 PROFESSIONAL DEV FEE 5.00
FEE SUMMARY CHARGES PAID DUE'
PERMIT FEES _
BUILDING PERMIT 105.50 .00 10s.50
OTHER FEES
PLANNING REVIEW FEE 20.10 .00 20 . 10
PLAN RETENTION FEE 2.00 .00 1.00
SEISMIC GROUP R .50 .00 .50
PLAN CHECK FEE 37.69 .00 37.69
TOTAL 164 .719 .00 164.79
SPECIAL NOTES & CONDITIONS
4 FT RET. WALL AND 6 FT BLOCK FENCE
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City of Lake Elsinore Please Read and InU at
Budding Safety Division �-- 1. 1 am Ilaentsed under the provisions of Business and Proimst nal
Cady Section 7fl00 et seq-and my license is In full fo.:e--
Pcst in ccriqDicxxxis ply — 2.1.as owner o1 the fropetty.or my empksrees w/mk9w as thrtr sole
carcnperustlon will do the wo:k and the structure is not Intended or
olkied iw sale.
on the jc _ 3-1.as0waerofthLpope;ty.Amexclastn+1ountr•ccingwlthbeensed
You r►usi furnish PERMIT NUMBER contractors to constrict the pr*c
uudtheJOBADaRESI for each ? 4-1 have acendlcateofrnnaent10&Alnsureoraeeril!!nteufYlorkers I
Campensatlon insurance ors cert.Aed Copy therecE
respective insIxit tioR: 5-1 ntnall no,ernp5oy any person to any mannersoas tobeco r subiret
ElpproVed plans MAt be on job ra Workers compensation Laws in the per(onnancr Of the wait for
8t all 4rfies: which this permit is lasted.
biota If yak:should becww subiect to workers Ctrnpensaticn after
nankin;this artiticatim,you must forthwith comply with such pro-
vlawa or this permit shah!be deemed tc+oked.
CadeAwwals Date hWdCW
ELOI T Else Serncea
P:Ol Sei P"LIndwround
EL02 Eisc C=64 Undw ---
WOt APO 04
80t12 Stbei Pou&rcwrwm
ePp3 Grout -
SM Slab Grade
PLOT Under Ulaw�_
SSOt Iaiust Se AC 5)C!L—
S"MI On Se*sewer
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L04 tm::W -- — — —�
EL05 R&-Qh Netne-T-Har
ME01 PAU2h Mo&wvcal
ME02 Duda Vvt!yq -_
PLCM R T
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OP12 kwAwn
l)P13 4N
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PL99 Fwwd R . —
ELSO lFwWEWctmal ---
MEN Fink M.&.r cal —
BPN FO.1 E u ld 1 ——
Coda Paw a Spa►.Movals 10ate rsgerar OTHER DEPARTMENT RELEASES
Deparinxvri Approval required pnor to the
P401 Pool Steei Ron rFwms la ddr,'FQcig released by ft CR/
Prgl Pool Pis ess Tow:
pD03 Pro-Gurft iYne M for
EVA Rough Pod Essc.e
P'brw.
Sub Lan Am oval
PW4 Pod Ferro Attost ._
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PJ09 Fear Poo
VEDD
AS REVISED PERMIT #—I—/,.
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CIT7 OF LAKE ELSINORE M MW 40 ACM
BUILDING DEPT.
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Title: jobs
DWW. Date:
Deschion:
. scops:
Caritilevet^ed Retaining Wall P"e I
Description Reflection Homes 31-4"retaining wall wl S'high block site wall 7 back of wail face
Soli Data -
3.33 ft Allow Soil Bearing - 000.0 psf
termed Height E
Wan height above retained soil = 0.00 ft Equivalent Fluid Pressure Method
=
Slope Behind Wail = 0.00:1 Active Soil Pressure-Heel Side - 40.0 psf
Height of Soil over Toe = 3.00 in Active Soii Pressure-Toe Side _ 40•0 Pct
Passive Pressure 350.0 pct
Soil Demity = 120.00 pcf Water table height over heei = 0.0 ft
Footing Dew [Slidinsl Data
Toe Width = 1.50 ft Friction Factor Footing 8�Soil 00.00
H"Wig = 1.17 ft ...neglect ht.for passive = 0.00 in
Tota!Footing Width = 2.67 It = 464.5
12.00 in Lateral Sliding Force
Footing ThiWess lets Passive Pressure Force = - 535.9 Itss
!ess Friction Force - - 304.3 ibs
Footing Key Data --� Added Restraint Force Required = 0.0!bs
Distance from.Toe = 1.50 ft
Width = 10.00 in
Depth = 6.00 in
ridded rai Load on Stern -� �Adjacertt Footing Data --- i
Lateral Lead - OA#Ift Adjacent Footing Load 556.01bs
M to To - 0.00 ft Footing Width 0.67 ft
Height to Bottom - 0.00 ft Eccentricity 0.00 in
...
Wall to Ftg CL Dist = 2.00 It
Footing Type = Lirs Load
Base AbovaGelow Soil at Back of Wale = 1.31t
Lfaa4ing Dea3ign Resents -- - --- --�
fcc = 2.000 psi Minimum footing Rebar Options......
- 40,000 psi Flee!Side....
FY - Toe Sicte......
Minimum As% = 0.0018 Not raq'd Not reaq'd
Reber Cover Top 3.00 in
Re bar Cover Bottom = 3 00 in Mu<S°Fr Mu<S'R
Toe Heel
ACI Factored Soil Pressure - 1.311 0 psf
• ?Au':From Upward Loads - 1,359 0 ft-#
Mu!:From Dawwward Loads = 350 173 ft-#
Mu: Used For Design = 1,009 173 ft-# Key Reinformment: Not Req'd=Mu<S'Fr
Actual One-Way Shear = 8.96 3.e30 psi
A!!mabie One-Way Shear = 76.03 76.03 psi
a C3, 5 m
c5;. �(IV11
Title: Job 1F
• DKw: Date:
Dascrkrban:
Scope:
F- --- Cantilevered Retaining Wall
Description Reflection homes 3'4"retaining wall w/&high block site wall 2'back of wall face
Design 8amrnary
Total Bearing Load = 1,014 lbs Summary of Stem Section Designs....
...resultant ecc. = 7.27 in Top: 8 in Mas,;#5@32.00 in@Edge,From 3.3 ft to 0.0 ft
Soil Pressure Q Toe = 928 <= 2,000 psf
Soil Pressure @ Heel = 0 <= 2,000 psf
ACI Factored Press @ Toe = 1.311 psf
ACI Factored Press @ Heel = 0 psf
Footing Shear®Toe = 9.0 <= 76.0 psi
Footing Shear @ Hoes = 3.8 <= 76.0 psi
WALL STABILITY RATIOS
Overturning stability Ratio = 1.72
Sliding Ratio Ratio = 1.81
�8terrt Design&Construction
Too Stern
Design location for stem is at Stem OK
this height above footing = 0.00 It
Wall Material Above"Ht' = Masonry
Thickness - 8.00 in
Reber Size = # 5
Reber Spacing = 32.00 in
Reber Placed at - Edge
Design Data
fb/FB+fa,'Fa = 0.752
Total Force @ Swtion - 339.8 Ibs
Moment...Actual = 61C.3ft-#
Moment....Allmrable - 822.7?t4
Shear.....Actual = 5.88 psi
Shear.....PJ!owable = 19.36 psi
Bar Embed ABOI,'E Ht. - 16.67 in
Bar Embed BELOW Fit. = 6.00 in
We[!Weight = 78.0 psf
Reber Depth 'd' = 5.25 in
Masonry Data
rm = 1,500 psi
Fs - 20,000 psi
Solid Grouting Y+s
Species Inspection = No
Modular Ratic'n' = 25.78
Short Term Factor - 1.000
Equiv.Solid'Thick. = 7.60in
Concrete Data
rc -
Fy =
001 1 Y
PO �F
cc C31g2r inn I
'a''\`CIVIL ��t
.felt: Job#
DMW. Gads:
scope:
-- Cantilevered detaining Wall
Description Reflection Homes T 4"retaining wall w/W high block site wail Z hack of wall face
Summary of Ovewtuming&Resisting Pore"&Moments
.....OVERTURNING..... .....RESISTING.....
Force Diatanoe Mo"MVt Force I`lstence aitornerlt
ibs It it�k — _lbs ft _ R#
Heel Active Pressure — 375.0 1.44 541.2
So1J Over Hect 201.1 2.42 486.4
Sloped Soil Over Heei =
Surcharge Over Heel
Adjacerrt Footing Load = 120.8 4.08 493.2 45.4 Z42 109.8
Axw Dead Load an step, = 0.00
Yoe Active Pressure = -31.3 0.42 -13.0
Soil Over Toe 45.0 0.75 33.8
Surcharge Over Toe =Stem Weights) 259.7 1.83 476.2
_
Earth C Stem Transitions =
Footing Weight = 400.5 1.34 534,7
Key WeJght = 62.5 1.92 119.8
Vert.Component =
Added Lataral Load =
Load C Stem Above Sal = _
TOTALS = 464.5lbs O.T.M. = 1,021.4 1,014.3 R.M. - 1,160.6
ReeistbnglOrerturning Ratio = 1.72
Total used fcr Sofi Pressure = 1,014.2 (+Axial Live Load, -V41kW Sad CorrtporMQ
Vertical componwA of active pressure used for soil pressure
Toe Surcharge Not U..ed ro Resist Overtuming
Heel Surcharge Not Used To Resist Overtummg
OPR
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City Lake Elsinore
1� 130 South Main Street
APPLICATION FOR APPLICATION NO.
BUILDING PERMIT `Z
APPLICA7 RECEI
�W
DATE
VALUATION CALCULATIONS APO 3 Sr f Q t A__. by
1stFLOOR _SF RUIIDIItiGAV�RflS 3 ) 7— ff7cif., (��r 7.7
2nd FLOOR SF TRACT �G^ —Z SLLO K PAGE l J I PARCEL
3rd FLOOR SF
GARAGE SF Nµ
STORAGE SF AMR , / PHONE
DECK&BALCONIES SF AMR
V" {
OTHcR. CITY / STATE 21►
SF •aN,rrn shot!em i.c"sed uode•prors. s of Zhapler i fcdpme "unlit Secl.al
GRADING __CLIT CY T, of D..�,.on 3 of the lus:rns end►rpfy{o f Ca:• ono my hcen:e in full force
and.N«t
/ LICENSE Y CITY RUSINESS
FILLCY ANDCLASS TAX.
YALUATiON. NAME
FEES MAILING '
ADDRESS
BUILDING PERMIT § ` �V CITY STATE ZIP PHONE
CONTRACTOR'S SIGNATURE DATE,
PLAN CHECK '` ��.69
ADDITIONAL PLAN CHECK N.ME LICENSE r
MAILING
GRADING PLAN CHECK ADDRESS
< CITY SLATE ZIP PHONE
L.NEW .RE9A;R OCCGRP./ CONST,
DIVISION: TYPE: _
MICROFILM :ADDITION MOVE NUMBER OF NUMBER OF
ALTERA?ION : DEMOLISH STORIES: BEDROOMS:
COPIES OTHER ZONE:
:-SINGLE FAMILY Units HAZARD AREA? VEa NO
IMRRO FEE$ ❑ SCHOOL FEES ❑ i APARTMENTS Units
.:CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO
_.TOWNHOMES units PROPOSED USE OF BUILDING:
e COMMERCIAL. INDUSTRIAL
PAID PRESENT USE OF BUILDING:
DATE
JOB DESCRIPTION
0 1 c mify that I hove rood this oppiicaf ion and stole that the
oDov information is cor t.I ogrow to comply wish all city
t and my crdinonc o st3te laws Telotiny to building
! Font lion, d her outho:ize representatives of this _ 4'r ��; , f 'A
I ity t e er u n ttu ve•menti�Rl�d property for' apec• _—�—
tton r s. r
le nature of pplicanf o gent
�,
AGENT FOR ❑ CONTRACTOR ❑ OWNER
AGENT'S,NAME
AGENT'S ADDRESS
STREET CITY STATE ZIP aEv.SATE lt.t tyt