HomeMy WebLinkAbout250 DIAMOND DR_ 06-00004714 634 _4E j
f Lake Cityo Elsinor
e JO(
130 South Main Street
PERMIT
PERMIT NO: 06-00004714 DATE : 12/15/06
JOB ADDRESS . . . . . 250 DIAMOND DR
DESCRIPTION OF WORK SIGN
OWNER CONTRACTOR
ATLANTIC RICHFIELD CO DONCO & SONS
1410 N DALY STREET
ANAHEIM, CA 92806
714 -254 -0099
LIC EXP 0/00/ 0
A. P. # . . . . . 363-171-004 5 SQUARE FOOTAGE 0
OCCUPANCY . . . GARAGE SQ FT 0
CONSTRUCTION FIRE SPRNKLR
VALUATION . . . 6 , 500 ZONE . . . . . . NA
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 63 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
5 . 00 X 12 . 5000 VALUATION 62 . 50
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
ELECTRICAL PERMIT 56 . 00 . 00 56 . 00
SIGN PERMIT 130 . 50 . 00 130 . 50
OTHER FEES _
PLAN RETENTION FEE . 50 . 00 . 50
SEISMIC OTHER . 50 . 00 . 50
PLAN CHECK FEES 84 . 83 . 00 84 . 83
TOTAL 272 . 33 . 00 272 . 33
SPECIAL NOTES & CONDITIONS_
ELEC FOR SIGN AT ARCO
Type. LF Drader_ i
� IZI1�06 15 Remipt no:
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Trans nuyber':
a DEN 7633 SHIP.
Trans date: 12/15(06 Time: 10:51 37
City of Lake Elsinore Please read and initial
Building Safety Division 1. am Lioeosed under the provisions ofBusiness and professional Code Section 7000 et WNW
license is in full fir-
m '
Post in conspicuous place 2.[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 handed or offcmd for sale.
3.l,as owner of the property am cadusivdy contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the
JOB ADDRESS for each respective inspection: 4. have a certificate ofconsent to sel5asure or a certificateInsurance of workers compensation Insance
Approved plans must be on job or a certified copy thereof
it at all times: 5.1 shall n employ any person in any manner so as to become subject to workers ConVensetioo
Laws in the perbommnce of the work for which this permit a issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code Appronis Date Inspector you most forthwith comply with such provision or this permft shall be deemed revoked.
EL01 Temporary Electric Service
PL01 Sail pipe underground
EL02 Electric conduit underground
BP01 Footings
BP02 Steel Reinforoe me nt
BP03 Grout
BP04 Slab Grade
PLO1 UndcWotmd water Pipe
SS01 Rough Septic System
SW01 On Site sewer
BPO5 Floor joists
BPO6 Floor sheathing
BP07 lRoofETTiN
BPO8 Roof Sheathing
BP09 shear wall&pm-uth
PL03 Rough Plumbing
EL03 Rouo Electric Conduit
EL04 Rough Electric wiring • '.�/
ELOS Ron&Electric/ T-Bar
MEOI Rough mechanical
ME02 Ducts,ventilating
PLO4 Rough Gas Pipe/Test
PL02 Roof Drains
BP10 Framing&Flashing
BP 12 Insulation
BP 13 Drywall Nail'
BP l 1 &Siding
PL99 lFinal Plumbing
EL99 Final Electrical
ME99 Final Mechanical
BP"BPFinal Buil ft
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector Department Approval required prior to the
P001 Pool Steel Rein./Forms building ing released by the City
P001 Pool Pl /Pressure Test
P003 PraGunite Approval Date Ins for
EL06 Rough Pool Electric Planning
Sub Ilst Approval
P004 Pool F /Gates/Alarms Finance
P005 Pro-Plaster Approval
P009 JFM Pool/Spa
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Application for Sign Permit
PIPE OF SIGN: APPCTCA'ITOIVl4O.
Emma Nom-ElEawc B
APPLICATION RECENBD
No., Et CMCA-L -DATI~
Fixtures
Device Boxes Br -
Outlets p NCR -
Switches ���► s, Ar d
Sign
Biiildin !dd' ..:. :.
Standing Sections
�- Tran-sformers Tract Bl /Page r
Misc.
ViCuAinoi,S Y
onb.
D MC iEMWN
a ' Canopy /Z.p Code
Tract Sign --
Ground CTOR
----- Wall l hv*by•#firm that+am iicertsed•under provisions of'mpter.9
Roof (oorrvnrndng with Section 780U)„¢f Division 3 of the•Susiness and
Construction ProfeU1:; �ode,•and mj►=lie itse is in-full force.and-eNed.
Change of Copy -- -
Other
PROGRAMS 'Li>aease No. amity Business
Shopping Center/integrated Dev. ans Tax No.
By Owner/or By city. i ff
ovi CD.3 Say S
Date letter sent: Cvniradorli�N1ame
.� Variance 4 0 /U �a.( �. 5
Planned Signing -
CU.P.No• Mail;%Address
ItivMiNAnONa �' � � ,��/:��5/- 9�f
Non-AhnninatetJ Ci state p Code TelephQ0.
Interior illumination
--�� Exterior Illumination % ntractoes signatwe to
l agree to comply with all-city and county ordinances and state laws relating to building construction,and hereby
4auduize re resentativ f this ci o enter upon the above;fnentioned property for inspection Vuure of Applicant or Agent Date
Form LE 2019 AWation 1w Sian P.&M•1 a 2
SIGN PROPOSAL
EXISTING SIGN SCHEDULE _
CODE DESCRIPTION QTY SQ.FT. TOTAL REMARKS
A EXST POSTER PANELS 6 6 36 TO BE REMOVED FROM BLDG ENTRANCE
B EXST ADVERTISING SIGN 2 24 48 TO BE REPLACED WITH NEW WALL SIGNS
C FASCIA WALL SIGN 1 15 15 TO BE REPLACED WITH NEW AMPM BLDG LTTRS
EXISTING TOTAL SIGN AREA = 99 SQ.FE
PROPOSED SIGN SCHEDULE
CODE DESCRIPTION QTY SQ.FT. TOTAL REMARKS
B POINT OF PURCHASE SIGN 2 24 48 NEW WALL SIGN ON BOTH SIDES OF BLDG.
C lr CHANNEL LETTERS 1 17 17 NEW CHNL. LTRS. OVER FRONT ENTRANCE
D IW CANOPY BUTTONS 3 5 15 ON WEST, SOUTH, AND EAST CANOPY ELEVATIONS
3D BLDG BULLNOSE W/LED BAND 60 LF, ON FRONT OF BUILDING
PROPOSED TOTAL SIGN AREA = 80 SQ.FT.
THE FOLLOWING APPLIES TO ALL ELECTRICAL SIGNS:I.I.L.LABELS,EXTERNAL DISCONNECT SWITCHES,
CONNECT TO EXISTING ELECTRICAL CIRCUIT
CONTRACTOR: PROPERTY OWNER:
DONCO & SONS, INC. ARCO PRODUCTS COMPANY
1410 N. DALY ST.
C 10 C45 C61
PROJECT: JOB ADDRESS:
NEW SIGN LAYOUT IMAGE ARCO STATION #5346
UPGRADE 250 DIAMOND DR.
NEW COLORS & LAYOUT LAKE ELSINORE, CA
DATE: 12/1/2006
STD WALL SIGN ATTACHMENT: SIGN LETTERS
A.1 Sign Letter Area:-10 SQ FT; - -D.L. = --- 5.lbs-/.sq-ft=30 lbs 1
Wind Load=70 mph Exp C,Ave Ht=20 ft=20 psf
Fw 200 lbs per Letter
Seismic=Fp=Ap *Ca*Ip✓Rp(1+3 Hx/Hr)Wp where Ap=2.5, Ca= 0.4 Na,
Fp= 1.91 Wp= 19 psf<20 PSF
Wind Governs
Fp= 20 *10= 200 lbs
Rp= Resultant=206 lbs per letter of sign
A.2 Connection of Letter Sign to Wood studs:
Try %<"screws with 3"lags or Embedment:
With drawl Resistance= 100 lbs per Inch=300 lbs>206 lbs
(Reference page VM-36 Timber Fasteners, Western wood Use book)
A.3 Connection of Letter Sign to Masonry Walls:
Try '/4"Kwik Bolt 11 Expansion Anchors, 2"Minimum Embedment
Tension per bolt=325 lbs> 206 lbs. No Inspection Required.
A.4 Connection of Letter Sign to Concrete Walls:
Same as A.3 Above.
A.5 Connection of Letter Sign to Metal Steel Sheet Metal Wall:
Use Kwik-1#12 Self Drilling Screws(Minimum 4)
A.6 Connection of Letter Sign to Stud Wall with Plywood sheat'g:
Use%."diam. Toggler Bolt: shear per bolt=85 lbs
#Bolts needed=206/85=2.42.
Use minimum 3 bolts per sign letter.
Design Criteria: Each sign letter is about 10 sq ft.
Sign letter weights 50 lbs maximum.
Use minimum three bolts per letter.
K=w Engheadng WENT
6971 East Kenhtcky Ave Donco & Son's
� 7M JOB NO. DATE �OQ�p K /Ciy,9
wA�ol W/07l05Q `�O
NO. C27429 m
cc Exp. &30V;.-
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