HomeMy WebLinkAboutMINTHORN ST 1400 (5) r CITY OF
LADE DLS11A0P,,E BUILDING & SAFETY
DREAM EXTREME,.
130 South Main Street
PERMIT
PERMIT NO : 08 - 00000975 DATE : 7/15/08
JOB ADDRESS . . 1400 MINTHORN ST
DESCRIPTION OF WORK SIGN
OWNER CONTRACTOR
-------------------------------- ------------------------------
CBC 1 LP TFW CONSTRUCTION/DEVELOPMENT
13795 Blaidell Place P . O . BOX 220
POWAY, CA 92064 DEL MAR, CA 92014
858-759-1223
LIC EXP 0/00/0
A. P . # 377 -160-008 6 SQUARE FOOTAGE 0
OCCUPANCY GARAGE SQ FT 0
CONSTRUCTION FIRE SPRNKLR
VALUATION . . . ZONE . . . . . C-2
----------------------------------------------------------------------- --
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
1 . 00 X 21 . 0000 SIGNS 21 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
---------------------------------------------------------------------- --
SIGN PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 45 . 00
- --- -.-.-- ----------__.-----------_-------- _--_-------------------- --
FEE SUMMARY CHARGES PAID DUE
PERMIT—FEES --------
ELECTRICAL PERMIT 56 . 00 ' . 00 56 . 00
SIGN PERMIT 45 . 00 . 00 45 . 00
OTHER FEES
------------------------
BUILDING DEVELOPER FEE 5 . 00 . 00 5 . 00
PLAN RETENTION FEE . 50 . 00 . 50
SEISMIC OTHER . 50 . 00 . 50
PLAN CHECK FEES 29 . 25 . 00 29 . 25
TOTAL 136 . 25 . 00 136 . 25
SPECIAL NOTES &_CONDITIONS
------- ------- -----------
Monument sign, electrical is on site
building .
Oper: COUNTER-2 Type: DF Drawer: I
Date: 7/15/08 15 Receipt no: 370
2008 975
BP BUILDING PERM 1 $136.25
Trans number: 125212
MULTIPLE TENDER
Trans date: 7/15/08 Time: 10:57:16
City of Lake Elsinore Please read and initial t -;
Building Safety Division m Licensed under the provisions of Business and professional Code Section 7000 et seq.and
my license is in full force.
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work
on the job and the structure is not intended or offered for sale.
3.Us owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
JOB ADDRESS for each respective inspection: 1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof
at all litres: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation
Laws in the performance of the work for which this permit is issued.
(Vote:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO 1 Temporary Electric Service
PLO Soil Pipe Underground
EL02 Electric Conduit Underground
BPOI Footings
BP02 Steel Reinforcement
BPO3 Grout
BP04 Slab Grade
PLO] Underground Water Pipe
SSO1 Rough Septic System
SWO1 On Site Sewer
BPO5 Floor Joists
BP06 Floor Sheathing
BP07 Roof Framing
BPOS I Roof Sheathing
BP09 Shear Wall&Pre-Lath
PL03 Rough Plumbing
EL03 Rough Electric Conduit
EL04 Rough Electric Wiring
EL05 lRough Electric/ T-Bar
MEO I Rough,Mechanical
ME02 Ducts,Ventilating
PL04 Rough Gas Pipe ITest
PL02 Roof Drains
BPI 0 Framing&]lashing
BP 12 Insulation
BP13 Drywall Nailing
BPI] Lathing&Siding
PL99 Final Plumbing
EL99 Final Electrical
ME99 I Final Mechanical
BP99 Irinal Building r .
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector Department Approval required prior to the
POOI Pool Steel Rein./Forms building being released by the City
POOI Pool Plumbing/Pressure Test
P003 Pre-Gunite Approval Date Inspector
EL06 Rough Pool Electric Planning
Sub List Approval Landscape
P004 Pool Fencing/Gates!Alarms Finance
P005 Pre-Plaster Approval I Engineering
P009 Final Pool/Spa
CITY OF
L A KE � L S I N O ICE
DREAM EXT i—E M E TM 130 South Main Street
APPLICATION FOR APPLI _TIOI�NO.
BUILDING PERMIT APPLICATION RECEIVED
DATE
AP BY
VALUATION CALCULATIONS c�y
1st FLOOR SF BUILDING
. ADDRESS
DR ��� �� *
TRACTBLOCK/PAGE
!P RCE
2nd FLOOR SF �y /
3rd FLOOR SF O 6(:. PHONE
GARAGE SF N ADDRESS I cl S� L PGAfe!5�
E CITY
T P
STORAGE SF R ow 64 VQ
1 hereby affirm that I am licensed under provisions of chapter 9(commencing
DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and
C my license is in full force and effect.
OTHER: SF 0 LICENSE# CITY N AND CLASS ! 37 ,6 TAX#T NAME
BUSINESS
VALUATION: '/�`� _ R �/
(U C 2,QS/ f V yiU
A MAILING
C ADDRESS Ibb, ,2d2O
FEES TO CITY STf ft- / �PHONE
7-6 /;U5
BUILDING PERMIT $ R CONTRA SIGNATURE `ja' TJE 7
7"/4le, �
PLAN CHECK SE#
A
PLAN REVIEW R MAILING
C ADDRESS
SEISMIC H CZ 'n � CASTAT Z 1' HOITE-
'41 64 4{6S-'26(l y1s
PLAN RETENTION ❑ NEW /+�/ OCC GRP.! CONST.
❑ADDITION DIVISION: TYPE:
❑ ALTERATION NUMBER OF NUMBER OF
[I OTHER STORIES: BEDROOMS:
❑ SINGLE FAMILY ZONE:
❑ APARTMENTS
❑ I certify that I have read this application and state that.the ❑ CONDOMINIUMS HAZARD YES
above information is correct.I agree to comply with all city ❑ TOWN HOMES AREA 7 NO
and county ordinances and state laws relating to building C] COMMERCIAL SPRINKLERS YES
construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED 7 NO
city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG:
tion purposes. ❑ DEMOLISH PRESENT USE OF BLDG:
j JOB DESCRIPTION
Signature of Applicant or Agen ate y//S'lpe
Agent for ❑ contractor 0 owner
Agents Name
Agents Address
Street City State Zip
VS
ISEMAN -;- ROHY
RUCTURAL ENGINEERS
STRUCTURAL CALCULATIONS
FOR
DPSS Building Monument Sign
Lake Elsinore, CA
June 30, 2008
W + R JOB#07-016
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CITY OF LAKE ELSINORE
BUILDING DIVISION
PE9915 Mira Mesa Blvd. -SuTfe ZIT San Diego, CA 92131
TEL. (858) 536-5166 WRENGINEERS.COM FAX. (858)536-5163
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WISEMAN + ROHY - - -
STRURURAL ENGINEERS
BY DATE PROJECT DPS s SHEET H0. OF 5
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To specify your own Title : DPSS Page: Z s
special title block here, Job N : 07-016 Dsgnr: A.M. Date: JUN 27,2008
use the"Settings"screen Description....
and enter your title block MONUMENT WALL
information.
This Wall In File:ZAProiectsIMA07-016 DPSS BuildiriMpatic
Retain Pro 2007.16-Apr•2008.(c)1880-2008
www.retainpro.comisupport for latest release Cantilevered Retaining Wall Design Code:1997 t1BC
Registration 0:RP-1t57785 2007013
Criteria Soil Data Footing Dimensions&Strengths
Retained Height - 1.00 ft Allan'Soil Bearing wmm= 2,500.0 psf Toe Width = 3.17 ft
Wall height above soil - 7,g0 Equivalent Fluid Pressure Method Heel Width - 4,17
Heel Active Pressure = 33.0 psf/ft Total Footing Width = 7.33
Slope Behind Wall = 0,00:1 Toe Active Pressure = 35.0 psf/ft Footing Thickness = 16.00 in
Height of Soil over Toe = 12.00 in Passive Pressure = 250.0 psf/ft
Water height over heel = 0.0 ft Soil Density.Heel = 110.00 pcf Key Width - 0.00 in
Key Depth = 0.00 in
Soil Density,Toe 0.00 pcf Key Distance from Toe - 3,00 ft
Wind on Stem = 0,0 psi FootingIlSoil Friction = 0.350
Vertical component of active Soil height to ignore F t 2,ret psi Fy = b0,000 psi
for passive pressure - 0.00 in Footing Concrete Density = 1.0.00 pcf
lateral soil pressure options: � p Min,As% = 0.0018
USED for Soil Pressure. Cover @ Top = 3.00 in @ Btm.= 3.00 in
NOT USED for Sliding Resistance.
USED for Overturning Resistance.
Surcharge Loads L Lateral Load Applied to Stem Adjacent Footing Load
Surcharge Over Heel = 0.0 Pst Lateral Load = 49.4#!ft Adjacent Footing Load = 0.0 Ibs
Used To Resist Sliding&Overturning ...Height to Top - 8.50 it Footing Width = 0.00 ft
Surcharge Over Toe = 0.0 psi ,,.Height to Bottom = 0.00 ft Eccentricity = 0.00 in
Used for Sliding 8 Overturning Wail to Fig CL Dist = 0,00 ft
Axial Load Applied to Stem I Footing Type Line Load
Axial Dead Load = 0.0 Ibs Base Above/Below Soil = 0.0 ft
at Back of Wall
Axial Live Load = 0.0 Ibs Poisson's Ratio = 0.300
Axial Load Eccentricity = 0.0 in
*Design Summa% L Stem Construction ' Top Stem T
Slam OK
Wall Stability Ratios Design Height Above FtE ft= 0.00
Overturning = 5.23 OK Wall Material Above"Ht" = Concrete
Sliding = 4.25 OK Thickness - 12.00
Rebar Size = # 4
Total Bearing Load - 3,115 Ibs Rebar Spacing = 12.00
...resultant ecc. = 5.85 in Rebar Placed at = Center
Soil Pressure @ Toe = 595 psi OK Design Data -
Soil Pressure @ Heel = 255 psf OK Total +fa/Fa o.344
Total Force®Section Ibs= 418.3
Allowable = 2,500 psi Moment....Actual ft-#= 1,784.0
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 708 psf Moment.....Allowable = 5,187.6
ACI Factored @ Heel = 304 psf Shear.....Actual psi= 9.3
Footing Shear @ Toe = 3.3 psi OK Shear.....Allowable psi= 75.0
Footing Shear @ Heel = 0.1 psi OK Wall Weight = 150.0
Allowable = 75.0 psi Rebar Depth 'd' in= 6.00
Sliding Cafes (Vertical Component NOT Used) LAP SPLICE IF ABOVE in= 18.72
Lateral Sliding Force = 414.5lbs LAP SPLICE IF BELOW in=
less 100%Passive Force= - 680.6 Ibs HOOK EMBED INTO FTG in= 8,40
less 100%Friction Force = - 1,081.2 Ibs Masonry Data _
I'm psi=
Added Force Req'd = 0.0 Ibs OK Fs psi=
....for 1.5:1 Stability = 0.0 Ibs OK Solid Grouting =
Load Factors Use Full Stresses -
Building Code UBC 1997 Modular Ratio'n' _
Dead Load 1.200 Short Term Factor =
Live Load 1,600 Equiv.Solid Thick.
Earth,H 1.600 Masonry Block Type = Normal Weight
Wind,W 1.300 Masonry Design Method = ASD
Seismic,E 1.000 Concrete Data
fe psi= 2.500.0
Fy psi= 60,000.0
To specify your own Tale • DPSS Page: 3 S
special title block here, Job# : 07-016 Dsgnr: A.M. Date: JUN 27,2006
use the"Settings'screen Description....
and enter your title block MONUMENT WALL
information.
This Wall In File:Z:1Pr0jectst07t07-016 DPSS BuildinglpaUc
Retain Pro 2007.1G•Atw•Pt1r ,(Cf 198b-,�Nle
rrww.fetainpro.comhuppon for latest release Cantilevered Retaining Wall Design Code:1997 UBC
Registration L:RP-1157765 2007013
Footing Design Results
Toe Heel
Factored Pressure = 708 304 ps1
k1u':Upward = 3.253 1,813 ft-#
htu':Downward = 1,863 1,996 h-#
f iu: Design - 1.390 183 ft-#
Achral 1•Way Shear = 3.30 0.12 psi
Allow 1-Way Shear = 75.00 75-00 psi Other Acceptable Sizes&Spacings
Toe Reinforcing = None Spec'd Toe: Not req'd,hlu<S'Fr
Heel Reintorcing = None Spec'd Heel:Not req'd,&to<S'Fr
Key Reinforcing = None Spec'd Key: No hey defined
Summary of Overturning&Resisting Forces&Moments
.....OVERTURNING..... RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs It ft-# lbs ft ft-it
Heel Active Pressure 89.8 0,78 69.9 Sail Over Heel - 348.2 5.75 2,001.0
Toe Active Pressure - •95,3 0.76 .74,1 Sloped Soil Over Heel =
Surcharge Over Toe - Surcharge Over Heel =
Adjacent Fooling Load = Adjacent Foaling Load =
Added Lateral Load = 419.9 5.58 2,344A Axial Dead Load on Stem= 0.00
Load @ Stem Above Soil= Soil Over Toe = 1.58
Surcharge Over Toe
StemWeighl(s) _ 1.275.0 3.67 4,6729
Earth @ Stem Transition:_
Total = 414.5 O.T.M. = 2.340.2 Fooling Weight = 1.466.0 3.67 5,372.9
ResistinWOveriurning Ratio = 5.23 Key Weight = 3.00
vertical Loads used for Soil Ptesswe= 3,115.4 lbs Vert.Component - 26.3 7.33 192.4
=
vortical component or active pressure u;.ed for soft pressure Total 3,115.4 lbs R.M.- 12,239.2
DESIGNER NOTES:
i
k
12.in Conc w!#4 12.in WC
Ii
3"
VA"I
gToe
Designer select -2' 4'-2"
#0&8-in all hosiz.reinf.
@Heel See Appendix A
Snf.�
49.Ap5
pp=680.56a
414.460
255.39psf
594.55psf
UTILITY COMPANIES:
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