HomeMy WebLinkAboutCENTRAL AVE 511_03-00001575 f J ,
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City of Lake Elsinore
v 130 South Main Street
PERMIT
PERMIT NO: 03-00001575 DATE : 8/25/03
JOB ADDRESS . . . . . 511 CENTRAL AVE
DESCRIPTION OF WORK RETAINING WALL
OWNER CONTRACTOR
PASADENA STREET INDUSTRIAL FIRST LINE CONSTRUCTION
512 CHANEY ST 23606 SCHOONER DR.
LAKE ELSINORE CA 92530 CANYON LAKE CA 92587
LIC EXP 0/00/00
A. P . # . . . . . 377-130-028 1 SQUARE FOOTAGE 0
OCCUPANCY . . . GARAGE SQ FT 0
CONSTRUCTION . . FIRE SPRNKLR
VALUATION . . . 9, 600 ZONE . . . . . . M-1
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 45 . 00
11 . 00 X 2 . 7500 VALUATION 30 . 25
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 80 . 25 . 00 80 . 25
OTHER FEES
PLANNING REVIEW FEE 15 . 10 . 00 15 . 10
PLAN RETENTION FEE 3 . 00 . 00 3 . 00
SEISMIC OTHER 2 . 01 . 00 2 . 01
PLAN CHECK FEE 56 . 44 . 00 56 . 44
TOTAL 156 . 80 . 00 156 . 80
SPECIAL NOTES & CONDITIONS
2 ' RETAINING WALL WITH 4 ' BLOCK ABOVE
Oper: COWMM
Date: 8/25/93 25 Receipt no: 19%
Total tendered $156.89
Total payment $156.89
Lit% Ot Lake Ekinore
Please Read and Initial
Eiut din_' S.lfct% 1�t%t t, n I I am Licensed under the provisions of Business and Professional
Code Section 71000 et seq and my license is in full force
Post in conspicuous place 2 1,asownerof the property,ormy employeesw/wages as their sole
compensation will do the work and the structure in not Intended or
on the job offered for gale
3 1 as owner of the property am exclustvely contracting with licensed
contractors to construct the project
),iU IilU,;t iuri—h PCRMI I \L MBER and the _ 4 Iha),ea certificate of consent toselflnsureora certificate ofWorkers
k_113 \I)F)RE_Je for c,i,h rc,Pccli�C Compensation insurance or a certified copy thereof
5 ]shall not employ any person in any manner so as to become subject
\PPrw cd PL,11, Illu't he on lob to Workers Coompensation Laws in the performance of the work for
.it all [inlc� which thispennit is issued
Note If you should become subject to Workers Compensation after
makmg this certification you must forthwith comply with such pro-
visions or this permit shall be deemed revoked
Cooe Aoorovais Da'e Ins ,or
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PLO; Soil Poe Unce•groune
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Cooe Poo'S Soa ADcroveJs Da a 1rscec•o. OTHER DEPARTMENT RELEASES
De I-speco• Department Approval required prior to the
FIX Poo See Re- Fo—s butiduig being released by the City
POC. Poo P_-a.--P-ess Tes'
PC C3 P•e-G--^re
Date Ins ctor
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Finance
P005 P•e P,as e
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f City of Lake Elsinore
130 South Main Street
APPLICATION FOR APPLICATION NO
75-
BUILDING PERMIT —/s7 _
APPLICATION REC ED
DATE
VALUATION CALCULATIONS AP N By
1st FLOOR _SF [TRACT
UILDING ADDRESS ire/ f
2nd FLOOR _SF BLOCK/PAGE (-- LOT/PARCEL
3rd FLOOR _SF
GARAGE _SF NAME
L
STORAGE _SF ; MAILING P
UM
DECK&BALCONIES _SF 0 ADDRESS
CITY STATE
OTHER: y �r
_SF I hereby affirm that 1 am licensed under provisions of Chaplet-9(commencing with Section
1000)of Div,,an
3 of the Business and Professions Code and my license,s in full force
and effect
LICENSE# �s / .asrry7� CITY BUSINESS
AND CLASS �U(� / 2— LAX#
VALUATION: 0 NAME �/ s
FEES MAILI GSS Z)AV&-.�, - '1 ((E
ADDREf—
ALA-
BUILDING PERMIT $ _ CITY^ STATErZIP vj�PHONES
CONNTiRA�CT SIGN DATE 7
PLAN CHECK
�/� �C
ADDITIONAL PLAN CHECK AME ;1 LICENSEu — J u it/l� Lf �
MAILAG
i ADDRESS •(��( / iJ 014
V
Q CIT610 I j S1ATE,ZIP �� PHONE 7^`�/2�
❑NEW i!!/l�❑REPAIR OCC GRP / CONST fj�f
DIVISION TYPE
MICROFILM CADDITION ❑MOVE NUMBER OF NUMBER OF
❑ALTERATION ODEMOLISH STORIES BEDROOMS
COPIES ❑OTHER ZONE
❑SINGLE FAMILY units HAZARD AREA? YES NO
IMPRO FEES ❑ SCHOOL FEES ❑ ❑APARTMENTS units
❑CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO
❑TOWNHOMES units PROPOSED USE OF BUILDING
❑COMMERCIAL DINDUSTRIAL
PAID PRESENT USE OF BUILDING
DATE
JOB DESCRIPTION j ` ,/ /� l
❑ 1 certify that I have read this application and state that the
above Information Is correct. I agree to comply with all city y 6
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-
tion purposes
Signature of Applicant or Agent Date
AGENT FOR ❑ CONTRACTOR ❑ OWNER
AGENT'S NAME
AGENT'S ADDRESS
QFt-FESS/
NEAR—CAL CORPRATION ���°�o e ),It-
CITY OF LAKE ELSINORE, CA w No. C-051477
Exp. 06/30/06
9TF OF CAU�F��
8" C M U 5LD GKOUT �o
f'm= 1500 psi, Fy= 40000 psi
G" CMU W/#4@IG"
VERT 4 #4 @ 32"
0 C HORIZ @
CENTER
8" CMU W/#4@IG"
VERT @ EDGE
2 3/4" PEA GRAVEL AROUND
G" DIAPERFORATED
G" PIPE PROVIDE DRAIN5
1 0"TO DAYLIGHT
- N
#4 Co? 24" honz e —
a
#4 @ I G" 0 C HORIZ
:1.
3'-0"
RET-054
RETAINING WALL
To specify your own Title •New••• Page*
special title block here, • Job# : 03-144 • Dsgnr: Date: AUG 25,2003
"s the"Settings"screen Description..
and enter your title block FENCE WALL FOR NEAR-CAL CORP
information.
This Wall in File:C:1RP6\2003JOBS\03-1441FENCE WALL.R
RetainPro Version 6.0 Cantilevered Retaining Wall Design
Build Date: 10-SEP-2001,(c)1989-2001
[Criteria Soil Data Footing Dimensions & Strengths
Retained Height - 2 00 ft Allow Soil Bearing = 1.000.0 psf Toe Width = 0 75 ft
Wall height above soil = 6 00 ft Equivalent Fluid Pressure Method Heel Width 225
Heel Active Pressure - 35 0 psf/ft Total Footing WidV 300
Slope Behind Wal = 000 1 Toe Active Pressure = 0.0 psf/ft Footing Thickness = 12.00 in
Height of Soil over Toe = 3.00 in Passive Pressure = 250 0 psf/ft
Soil Density = 110 00 pcf Water height over heel = 0.0 ft Key Width 0 00 in
FootingIlSoil Frictior = 0.400 Key Depth Key Distance from Toe 0 00 ft
- 0.00 in
Wind on Stem = 17.3 psf Soil height to ignore F 000,fc = 2 psi - 60,000 psi
for passive pressure = 12.00 in P y -
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 end
Stem OK Stem OK
Total Bearing Load = 1,343 Ibs Design height ft= 3.00 000
resultant ecc = 7 14 in Wall Material Above"Ht" = Masonry Masonry
Soil Pressure @ Toe = 989 psf OK Thickness 600 8.00
Soil Pressure @ Heel = 0 psf OK Rebar Size _ # 4 # 4
1,000 p Rebar Spacing - 16.00 1600
Allowable = psf =
Soil Pressure Less Than Allowable Rebar Placed at Center Edge
Design Data
ACI Factored @ Toe = 1,385 psf Design
+fa/Fa = o.6e5 0.825
ACI Factored @Heel = 0 psf Total Force @Section Ibs= 86.5 173.8
Footing Shear @Toe = 70 psi OK Moment. .Actual ft-#= 216 3 565 7
Footing Shear @Heel = 34 psi OK Moment....Allowable ft-#= 311 2 905.4
Allowable = 76 0 psi Wall Stability Ratios Shear... Actual psi= 3.0 3.0
Overturning = 2 56 OK Shear...Allowable psi= 194 194
Sliding = 2.32 OK Lap Splice if Above in= 24.00 20.00
Sliding Calcs (Vertical Component NOT Used) Lap Splice if Below in= 24.00 6.26
Lateral Sliding Force = 261 3 Ibs Wall Weight psf= 58.0 78.0
less 100%Passive Forces - 70.3 Ibs Rebar Depth 'd' in= 2.75 525
less 100%Friction Force= - 537.2 Ibs Masonry Data I'm Added Force Req'd = 0.0 Ibs OK psi= 1,500 1,500
..for 1.5' 1 Stability = 0.0 Ibs OK Fs psi= 24,000 20,000
Solid Groubng = Yes Yes
Footing Design Results I Special Inspection No No
Modular Ratio'n' 25.78 2578
Toe Heel Short Term Factor = 1.000 1.000
Factored Pressure = 1,385 0 psf Equiv.Solid Thick. in= 5.60 7.60
Mu':Upward = 516 267 ft-# Masonry Block Type=Medium Weight
Mu'.Downward = 104 793 ft-# Concrete Data
Mu. Design = 412 526 ft-# fc psi=
Actual 1-Way Shear = 695 3 42 psi Fy psi=
Allow 1-Way Shear = 76.03 76.03 psi Other Acceptable Sizes&Spacings
Toe Reinforcing = #4 @ 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 Spec'd Key: No key defined
V7
n
OF CAt�r
To specify your own Title ...New... Page
special title block here, Job# : 03-144 • Dsgnr: Date: AUG 25,2003
uA the"Settings"screen Description....
and enter your title block FENCE WALL FOR NEAR-CAL CORP
information. ,
This Wall in File:C:1RP612003JOBS103-1441FENCE WALL.R
RetainPro Version 6.0 Cantilevered Retaining Wall Design
Build Date:10SEP-2001,(c)1989-2001
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item Ibs ft ft-# Ibs ft ft-#
Heel Active Pressure = 1575 1 00 157.5 Sod Over Heel = 3483 221 769.2
Toe Active Pressure = 042 Sloped Sod 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 Sod= 1038 600 622.8 Sod Over Toe = 206 0.38 7.7
Surcharge Over Toe
Stem Weight(s) — 524.0 1.04 5435
Total = 261.3 O.T.M. = 7803 Earth @ Stem Transitions_
Resisting/Overturning Ratio = 2.56 Footing Weight = 450.0 1.50 675.0
Vertical Loads used for Sod Pressure= 1,343.0 Ibs Key Weight =
Vert Component
Vertical component of active pressure NOT used for sod pressure Total= 1,343.0 Ibs R.M.= 1,995.5
6 in Mas w/#4 @ Min o/c
Solid Grout,
5'-0"
6'-0"
8'-0"
8 in Mas w/#4 @ 16.in o/c
Solid Grout,
3'-0"
_ 2'-0"
2 3/4"
2"
3-� — - -
3"
#4@18 in
@Toe
Designer select
9" 2'-3"
#4@18.in
all horiz.reinf.
@ Heel See Appendix A
3'-0"
b
I
17 3psf
Pp=70.313#
157 5#
989.46psf