HomeMy WebLinkAboutPS 09-44; Toyota Carlsbad Service Center; Sign Permits/Programs (PS)City of Carlsbad
1635 Faraday Avenue
Carlsbad, CA 92008
(760) 602-4610
PLANNING APPLICATION # PS
REC'D BY giuXd . yjiJCf-gyy
DATE^-/7r^
SIGN FEE (O ,(yO
SIGN PROGRAM FEE
RECEIPT NO.
REVIEW FOR SIGN PERMIT
Planning Department
AU plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign
elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.
The application must bc submitted prior to 4;00 p.m. Average processing time: 2 weeks
NAME OF PROJECT:""
ADDRESS OF PROJECT: ^ (1 %0 _ J\ t O A-- ^^C/ /O 9^
ASSESSOR PARCEL NUMBER:
RELATED PLANNING CASE NUMBER(S): \/- 0 ^-<Q^
TYPE OF DEVELOPMENT:
(a)Residential (e)
A-t^) Commercial (f)
(c) Office/Industrial (g)
(d) Hotel/Motel (h)
Service Station
Prof. Care
Theater
Govt/Church
(i) Public Park
(j) Produce Stand
(k) Nursery
(1) P-U/OSZone
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA YesD No
VILLAGE REDEVELOPMENT AREA YesD No
SIGN ORDINANCE: Yes/S No •
COASTAL ZONE: Yesp No •
*************** • • • • * * *
Form 10 Revised 3/08
Specific Plan Number .
Requires VR Approval
******* *******
Page 1 of 4
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole
Monument
Wall
Suspended
Directional r
Canopy
Freestanding (Project Identity)
PERMITS ISSUED FOR EXISTE^G SIGNS: Yes • No • Date
PROPOSED PERMANENT SIGNS:
TYPE MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
MAXIMUM
SIGN
AREA
PROPOSED
SIGN
AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
Pole**
Monument** I \
WaU
Suspended
Directional u ^\
Canopy
Freestanding**
(Project
Identity)
PROPOSED TEMPORARY SIGNS:
TYPE MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
MAXIMUM
SIGN
AREA
PROPOSED
SIGN
AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
Construction**
For Sale**
Banner
**Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for
potential sight distance and visibility issues. Additional information must supplement this application
showing how the proposed signage will not encroach into the public right-of-way or present a traffic
hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs.
Form 10 Revised 3/08
* * * * *
Page 2 of4
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONTAGE
TOTAL SIGNAGE ALLOWANCE
EXISTING SIGNAGE (SQ. FT.)
REMAINE^G SIGN ALLOWANCE AT PRESENT
PROPOSED SIGNAGE (SQ. FT.)
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN
ft.
. sq. ft.
. sq. ft.
. sq. ft.
sq. ft.
, sq. ft.
PROPERTY OWNER APPLICANT
NAME (PRINT OR TYPE) NAME (PRINT OR TYPE)
MAILING ADDRESS MAILING ADDRESS
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE
I CERTIFY THAT I AM THE LEGAL OWNER AND THAT
ALL THE ABOVE INFORMATION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
I CERTIFY THAT I AM THE REPRESENTATIVE OF THE
LEGAL OWNER AND THAT ALL THE ABOVE INFORMA-
TION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
SIGNATURE C) DATE SIGlJiATURE f\ DATE
PLANNER CHECK LIST
1.
2.
3.
4.
5.
6.
Field check by planner.
Within maximum length, area.
Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
Location: • In right-of-way
• In visibility triangle at comer
Pole and monument signs to be checked by Traffic Engineering, for visibility issues.
When approved route copy to Data Entry
APPROVED: Planner: ^A,,,^^Y\)] ^/^i. Date:
*************
Form 10 Revised 3/08
*************************
Page 4 of 4
City of Carlsbad
Faraday Center
Faraday Cashiering 001
0910701-1 04/17/2009 75
Fri, ,Apr 17, 2009 04;27 PM
Receipt Ref Nbr: R0910701-1/0036
PERMITS - PERMITS
Tran Ref Nbr; 091070101 0036 0038
Trans/Rcpt#: R0074414
SET #: PS090044
Amount: 1 § $56,00
Item Subtotal: $56,00
Item Total: $56,00
1 ITEM(S) TOTAL: $56.00
Check (Chk# 005622) $56.00
Total Received: $56.00
Have a nice day!
**************CUST0MER COPY*************
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
Applicant: TOYOTA OF CARLSBAD
Description Amount
PS090044 56.00
6020 AVENIDA ENCINAS CBAD
Not valid unless validated by Cash Register
PLEASE RETAIN RECEIPT FOR REFUNDS OR ADJUSTMENTS
Receipt Number: R0074414 Transaction ID: R0074414
Transaction Date: 04/17/2009
Pay Type Method Description Amount
Payment Check 56.00
Transaction Amount: 56.00
CL
Page 3 of 3
I mm
EAST ELEVATNm
WESraEVATKW
Elevations
CLICK BELOW FOR MORE INFORMATION
S'-O"
TOYOTA
&- 0"
8'-4"
M86
D/F ILLUMINATED MONUMENT
STREETSIDE
fMOTE: LOW EDGE OF MONUMENT TOWARDS STREET.
HIGH EDGE OF MONUMENT TOWARDS BUILDING.
https://www.epattison.com/5gf4du/printPhotosp.cfm?ss=BIUGXD511FB71M9M059OYHX7D05NZ98N... 2/5/2009
BOB WOLF
PROJECT MANAGER
OFFICE (760) 496-2931
FAX (760) 496-2979
MOBILE (760) 497-7286
CORPORATE OFFICES OF
6030 AVENIDA ENCINAS, STE. A
CARLSBAD, CALIFORNIA92009
/
\ ^^'<i ^
^ \ \ '\ \
1
\
'"mm o
J CONC
1.11 CU. YDS. OF
REQ'D.
r
CABINET & CLADDING
DESIGN BY OTHERS
ELECTRICAL DESIGN
BY OTHERS
2"x2"x1/4"
STEEL ANGLE, TYP.
r- C6x8.2 STEEL
' CHANNEL
1" DIA. X 18" LONG
ANCHOR BOLT (4 REQ'D)
TS 6x2x1/4
5"x5"x3/8"
STEEL GUSSET
GRADE
^^^^^^^^^
-3'-0"
-ELECTRICAL
CONDUIT
(3) #4 VERT. BARS @ 14" O.C.
WITH (4) #4 HORIZ. BARS @
13" O.C. ON THE WINDW/ARD &
LEEWARD FACES OF THE
FOUNDATION. 3" MIN. COVER.
DO NOT WELD REBAR.
l'-6"
1'-2'
-2'-6"
ELEVATION SIDE VIEW
TYP!> '3/1 B-k'
NOTES:
1. Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
2. Foundation is based on a safe
lateral soil bearing pressure mininnum
of 100 psf per foot of depth. Soil report
was not furnished. Allowable bearing
pressure should be verified prior to
placement of concrete. Do not place
foundation in fill.
3. Concrete sholl be mixed to ottoin a
minimum compressive strength of 2500
psi in 28 days.
4. Support members shall be free from
defects end sholl meet ASTM A500
grode B with a minimum yield strength
of 46000 psi for tube. Plate and
angle shall meet ASTM A36.
5. Structural bolts shall be A325 zinc coated
unless otherwise noted.
6. Anchor bolts shall be cut from A36
round stock. Exposed surfaces sholl be
galvanized or coated to prevent corrosion.
7. All voids between column base plate
ond foundation surface sholl be
completely filled with high strength,
non-shrink grout.
8. Welds shall be made with E70xx
electrodes by persons qualified in
occordonce with AWS stondords within
the post two years.
9. Steel reinforcing bars shall conform to
ASTM 615 grade 60 with deformations in
accordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
10. This design is intended for use at the
address shown below and should not be
used at other locations unless deemed
suitable by a competent Professional Engineer.
tr
LJ > o
16"x16"x1" STEEL
BASE PLATE
1^1 1/4" DIA.
HOLE TYP.
TS 6x2x1/4
2" DIA.
HOLE
ELEC.
BASE PLATE DETAIL
PARTICULAR CARE SHALL BE
TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER
ELEMENT FOR THE SOUNDNESS
OF THE WELD. OTHERWISE. USE
5/15" MIN. WELD.
1" DIA. X 18
ANCHOR BOLT
TS 6x2x1/4
LONG
(4 REQ'D)
16"x16"xr' STEEL
BASE PLATE
HIGH STRENGTH.
NON-SHRINK GROUT
ANCHOR BOLT PROJECTION DETAIL
MONUMENT MODEL M86
NOTE: Al iJni9ni ond ploni ndicolid on Ihis droKinq at Ihi idi ptopvly ol
LMK EnqWittring, L.L.C, crtolid sp(ciricdl)p lor Ihi noltd piojicl. UH ot th«H
dtjigns 0* ploni lor any purpoit oltwr Ihon Ihi inttndid oppltcotion ihdl b« ptotiibiltd vithoul tht >rilltn constnl ol LINK CnginMrin^, L L.C. Diicloturt ol
ony ol Iht inlormolion tncloHd wilhin, ailhoul CDnitnl ol 0«ncr. it 0 viololion
ol inlrticluQl protufty ond iMI not bl toltrolid.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD. CA 9201 1
CLIENT:
PATTISON
SIGN GROUP
iii ELLCSMCRC ROAO TORONTO. ONTARIO, CAN MIR 4C6
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 3792J
Ptione: (865) 539-4001 • Fox; (865) 539-0851
Online: www.linkengr.com
SHT.
OF
BY: JBL
DATE: 03/10/09
Projflct Number:
09-0206
Drowing Nunnb.r:
B132586
LONG
(4 REQ'D)
6x3x1/4
I—2'-6" DIA.—1
ELECTRICAL
CONDUIT
(5) #4 BARS ON A 21"
PATTERN WITH (4) §5
STIRRUPS @ 6" O.C. FOR
TOP 18". THEN 14" O.C.
THEREAFTER. 3" MIN. COVER,
DO NOT WELD REBAR.
tr
LLJ >
o
\1
N z
Q:
3
0.82 CU. YDS.
CONC. REQ'D.
OF
3 STIRRUP
HOOK TYP.
SECTION A-A
OPTIONAL CAISSON FOUNDATION
PROJECT* 09-0206 OWNER: TOYOTA CARLSBAD
March 10, 2009 6020 AVENIDA ENCINAS
DRAWING* Bl32586 CARLSBAD, CA 92011
WIND LOAD 16.267 PSF 1
WIND SPEED 86.000 MPH CLIENT: PATTISON SIGN GROUP
# SUPPORTS 1.000 CBC 2007 555 ELLESMERE RD
BIGINEER IK TORONTO, ONT. CAN M1R4B6
SHAPE CENTROID TOTAL
PTEM HEIGHT WIDTH FACTOR HBGHT AREA FORCE MOMENT
======== ======== ======= ======== ======== ======== ======= ======== SIGN 5.333 8000 1.000 2.933 42.667 0.694 2.036
SIGN 0667 8.333 1.000 0.367 5.556 0.784 2.532
OAH 6.000
COLUMN STRESSES (CODES P=nPE,0=OTHER;T=TUBE)
OBLIQUE
Sxx COLUMN COLUMN Ixx Sxx ACTUAL ALLOWABLE
ITEM MOMENT REQ'D DEPTH WALL COLUMN COLUMN STRESS STRESS
======== ======== ======== ======== ======= ======== ======== ======== ======== ======== ======== ======= ======== ========
SIGN 2.632 1.036 C6X8.2 0.188 13.1 4.38 4.994 23.760
BOLTCALCUUTIONS
BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE
ITEM I«1MENT SPACING PLATE BOLT DIAM. STRESS TENSDN
======= ======= ======= ======= ======= ======== ======= ======= ======= ======= ======= ========
BASE PL. 2.632 12.000 4.000 1.266 1.000 19.100 16.001
PLATE CALCULA TONS
fTEM TENSION/ MOMENT MOMENT PLATE PUTE PLATE MINIMUM
BOLT ARM PLATE WIDTH DEPTH THCK. THICK.
BASE PL. 1.266 3.000 7.696 16.000 16.000 1.000 0.326
A NCHOR BOLT PROJECTDN A NGHOR MBEDMENT ANCHOR BOLT MIN.'' LENGTH
6.000 2.518 9.000
USE 18" BOLTS
VERTICAL SLAB
MOMENT 2 532 FT-KIP
FORCE 0.784 KIP
REFERENCE UBC 1806 & TABLE 18-l-A
ASSUME SOIL CUVSS #4 SW,SP,SM,SC,GM&GC
LATERAL BEARING PRESSURE- PSF/FTOF DEPTH 100.0 PSF/FT
SI 266.7
SLAB DEPTH (d) 4.000 FT.
SLAB WIDTH (b) 3.000 FT.
SLAB THICKNESS 2.500 R.
AVERAGE HEIGHT (h) 3.227 FT.
A = 2.34'FORCE/(Srb) 1.763
CALCULATED DEPTH 3.523 FT.
MINIMUM THCKNESS WITHOUT RfflAR 6.022 IN.
SQRT(M*12*6*1.7*.75/(.178-12-WIDTH))
ACTUAL THICKNESS 30.000 IN.
CONCRETE 1.111 CU. YD
CAISSON
MOMENT 2.532 FT-KIP
FORCE 0.784 KIP
REFERENCE UBC 1806 & TABLE 18-l-A
ASSUME SOIL CLASS #4 SW,SP,SM,SC,GM&GC
LATERAL BEARING PRESSURE - PSF/FT OF DEPTH 100.0 PSF/FT
SI 300.0
DEPTH 4.500 FT.
DIAMETER 2.500 FT.
3.227 FT.
2.447 FT.
CALCULJ^ TED DEPTH 4.403
MINIMUM THICKNESS WfTHOUT RQNFORCB/IENT 15.064 FT.
1 IN.
ACTUAL DIAMETER 30.000
IN.
CONCRETE 0.818 CU. YD
MONUMENT MODEL M86
NOTE: Al ((nigni ond ploni indkolad on Ihii drowing ort tht MII proptfly o(
LINK Enqinitfing. L.L.C, Ctoltd tptciricdir lof Ihi nolad piojtcl. U« ol Ihtsi
dasiqni or plons lor ony purpott olh<r thon lh| inlindid opplicolion shdl bt prohibiltd •ithoul Iht «rillin conitnl ol L>NK Enginftring, L.L.C. Diicloiurt ol
ony ol tht inlormolion mckntd vilhir^, without COnitnl ol ownir, is o viololion
ol jnUBtctuol pfoptrly ond thdl nol bt Idtrottd.
43520
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD, CA 92011
CUENT:
PATTISON
SIGN GROUP
555 ELLESMCRC ROAD TORONTO, ONTARIO, CAN MIR ACS
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Sle. 200 • Knoxville. TN 37923
Phone; (865) 539-4001 • Fox; (865) 539-0851
Online: www.linkengr.com
OF
BY: JBL
DATE: 03/10/09
Project Number:
09-0206
Drawing Number:
B132586
(8) 1/2" DIA. HOLE FOR
3/8" DIA. THREADED ROD
W/ NUTS. FLAT, & LOCK
WASHERS
^1 1/4" NOTES:
1. Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
2. No additional wind catching surfoces are
added to the building structure, the
customer's building engineer is to determine
the adequacy of the supporting structure.
3. Logo design by others.
4. All fasteners shall be zinc coated
to prevent corrosion.
5. All wall penetrations shall be seoled
to prevent water intrusion.
6. This design is intended to be installed
at the address shown below and
should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
THE SCOPE OF THIS ENGINEER IS LIMITED TO
THE AHACHMENT TO THE WALL. ALL OTHER ASPECTS
OF THIS PROJECT ARE EXPLICITLY EXCLUDED.
ELEVATION & MOUNTING LOCATIONS SECTION THROUGH CENTER
5/8" DENSGLASS
ACM PANEL
FORMED
PLASTIC SIGN
(8) 3/8" DIA. THREADED ROD W/
NUT, FLAT, &L LOCK WASHERS
METAL STUD
16" O.C.
DO NOT USE GRAPHICS
SHOWN ON THIS DRAWING
FOR PRODUCTION REFER TO
PRODUCTION ELECTRONIC FILES
2"x2"x1 /8"
STEEL PLATE
WASHER
1/2" DIA.
PIPE SPACER MOUNTING DETAIL
HISTC All Oe»igns ond plans ndcoted oo dro-MQ we Ihe «ote praparlr ol LWK EnQinMr'nQ. LLC. creeled ipcclficoty *or Ihe noied
pro^l. Use ol IhCM designs or plont for onjr purpose Other thon the
irttMMM spplicalion shofi be proMbitcd •rithoul Ihc M-llten ceraml ol
LMK £T>9r«er'n^ L.LC tl<>cla«Me ol any e.1 the inlormtrtior. endowd
*i|hir\. wilhoul conMnt of oxter, it o violatiOA
of aileHtctuol property ond shoM nol be loleroled.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD. OA 9201 1
CUENT:
PATTISON
SIGN GROUP
555 eUXSHERE ROAD TORONTO. ONTARIO. CAN U1R 4E8
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 37923
Phone: (865) 539-4001 • Fox: (865) 539-0851
Online; www.linkengr.corr^
SHT. BY: JBL
DATE: 03/10/09
Project Numben
09-0206
Drowing Mumben
B132580
NOTES:
FASTENER LOCATION
(10 REQ'D)
CMU WALL
ELEVATION FASTENER
LOCATION, TYP.
1. Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
2. No additional wind catching surfaces are
added to the building structure, the
customer's building engineer is to determine
the adequacy of the supporting structure.
3. Letters design by others.
Electrical design by others.
4. All fasteners shall be zinc coated
to prevent corrosion.
5. All wall penetrations shall be sealed
to prevent water intrusion.
6. This design is intended to be installed
at the address shown below and
should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
THE SCOPE OF THIS ENGINEER IS LIMITED TO
THE ATTACHMENT TO THE WALL. ALL OTHER ASPECTS
OF THIS PROJECT ARE EXPLICITLY EXCLUDED.
5/8" DENSGLASS
TYPICAL SECTION
3/8" DIA. BOLT W/
NUT, FLAT, & LOCK
WASHERS
METAL STUD
@ 16" O.C.
2"x2"xl/8"
STEEL PLATE
WASHER
1/2" DIA.
PIPE SPACER
D.E.F.S
5/8" DENSGLASS METAL STUD
16" O.C.
MOUNTING DETAIIL @ LETTERS
CMU WALL 3/8" DIA. ALL THREAD
W/ NUT, FLAT, & LOCK
WASHERS
D.E.F.S. 1/2" DIA.
PIPE SPACER MOUNTING DETAIIL @ LOGO
2"x2"xl/8"
STEEL PLATE
WASHER
NOTE; AH desi9ns ond plans indicoted on Itiis drovinq ort Ihe sotc
properly of LINK CnfmeerinQ, LLC, creoled *pec>ricoSy lor Ihe noted
projKi. UM ol these dcvgrvt or pions lor ony purpose other Ihon the
inlended opplicotion shaH bc prohibited wilKoul I'M Mitten consent of LINK Engineering LL.C. Disclosure o( ony of the Information enclosed within, irithout consent ol o>ncr, is a wioialian ot Intellectual properly and ihoH nol be tolerated.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD, CA 9201 1
PATTISON
SIGN GROUP
SSS ELLESMERE ROAD TORONTO. ONTARIO. CAN MIR 4EB
LINK Engineering, L.L.C,
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 37923
Phone; (865) 539-4001 • Fox; (865) 539-0851
Online: www.linkengr.com
SHT. BY: JBL
DATE: 03/10/09
Project hJumbar:
09-0206
Drowing Number:
B132577
FASTENER LOCATION-
(TYP.)
10'-8 1/2"
3 FASTENERS
(LETTER "A" & "L" ONLY)
LU
MINIMUM OF 4 FASTENERS PER LETTER
(EXCEPT WHERE NOTED)
5/8" DENSGLASS 2"x2"xl/8"
STEEL PLATE
WASHER
METAL STUD
@ 16" O.C.
THE SCOPE OF THIS ENGINEER IS LIMITED TO
THE ATTACHMENT TO THE WALL. ALL OTHER ASPECTS
OF THIS PROJECT ARE EXPLICITLY EXCLUDED.
1/2" DIA.
PIPE SPACER
NOTES:
Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
No additional wind catching surfaces are
added to the building structure, the
customer's building engineer is to determine
the adequacy of the supporting structure.
Letters design by others.
Electrical design by others.
All fasteners sholl be zinc coated
to prevent corrosion.
All wall penetrations shall be sealed
to prevent water intrusion.
This design is intended to be installed
at the address shown below and
should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
D.E.F.S
3/8" DIA. BOLT W/
NUT, FLAT, & LOCK
WASHERS
TYP SECTION THRU LETTER
NOTE: All designs ond plons indicoted on this drowiriQ ore Ihe sole
property of LMK Engineering. LLC, created specificoly ter Ihe noted
project. Use of IhtM designs or plans for any ptM-pose other thon the
intended opplicotion tfiol bc prohibited vilhout the arilten consent of LINK Engineering, LL.C. Oiscloswrc ol ony of Ihe infermotien enclosed vithin, Bithoul consent of owrwr, is o viololion ol inteWtcluol property ond shot not bc toitroied.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD, CA 9201 1
PATTISON
SIGN GROUP
555 EIXESMERE ROAD TORONTO. ONTARIO. CAN MIR 4E8
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 37923
Phone; (865) 539-4001 • Fox; (865) 539-0851
Online; www.linkengr.com
JBL
03/10/09
Project Number:
09-0206
Drawing Number:
Bl32576
\ • 1
MINIMUM OF 3 FASTENERS PER LETTER
(EXCEPT WHERE NOTED)
5/8" DENSGLASS
ACM PANEL
2"x2"x1/8"
STEEL PLATE
WASHER
METAL STUD
® 16" O.C.
1/2" DIA.
PIPE SPACER
THE SCOPE OF THIS ENGINEER IS LIMITED TO
THE ATTACHMENT TO THE WALL. ALL OTHER ASPECTS
OF THIS PROJECT ARE EXPLICITLY EXCLUDED.
NOTES:
1. Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
2. No additional wind catching surfaces ore
added to the building structure, the
customer's building engineer is to determine
the odequacy of the supporting structure.
3. Letters design by others.
Electrical design by others.
4. All fasteners shall be zinc coated
to prevent corrosion.
5. All wall penetrations shall be sealed
to prevent water intrusion.
6. This design is intended to be installed
at the address shown below and
should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
3/8" DIA. BOLT W/
NUT, FLAT, & LOCK
WASHERS
TYP SECTION THRU LETTER
N< Ml Pe«gns an« ptons in^oVcd or, \tm d>oi^ ere the solt property el LMK Engineering. LLC. creeled ipec>fico>r lor the noted projecl. Use ol these dcsigrts er plans fer any purpose other than |he ktlended epplieation shaH be prohibiled wilhout the written consent of LtPM Engineering. LLC Disclosure ol eny of Ihe inlormolion enclosed within, irithout consent of owner, is e viololion
of kitetlecluol property ond sho* not be tolereled.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD, CA 92011
CUENT:
PATTISON
SIGN GROUP
555 ELLESMERE ROAD TORONTO. ONTARIO. CAN MIR 4EB
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 37923
Phone; (865) 539-4001 • Fox; (865) 539-0S51
Online; www.Iinkengr.com
SHT. BY: JBL
03/10/09
Project Number:
09-0206
Drawing Numben
B132579
FASTENER LOCATION-
(TYP.)
14'-5 1/4"
2 FASTENERS
(LETTER "1" ONLY)
MINIMUM OF 3 FASTENERS PER LETTER
(EXCEPT WHERE NOTED)
5/8" DENSGLASS
ACM PANEL
2"x2"x1/8"
STEEL PLATE
WASHER
METAL STUD
® 16" O.C.
1/2" DIA.
PIPE SPACER
THE SCOPE OF THIS ENGINEER IS LIMITED TO
THE ATTACHMENT TO THE WALL. ALL OTHER ASPECTS
OF THIS PROJECT ARE EXPLICITLY EXCLUDED.
NOTES:
1. Design is based on 85 mph 3 second
gust design wind speed per CBC 2007.
Exposure C.
2. No additional wind catching surfaces are
added to the building structure, the
customer's building engineer is to determine
the odequacy of the supporting structure.
3. Letters design by others.
Electrical design by others.
4. All fasteners shall be zinc coated
to prevent corrosion.
5. All wall penetrations shall be sealed
to prevent water intrusion.
5. This design is intended to be installed
at the address shown below and
should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
3/8" DIA. BOLT W/
NUT, FLAT. & LOCK
WASHERS
TYP SECTION THRU LETTER
NOTL: All designs ond plons indicoted on Ihis drowing ore the sole
properly of UMK Engifteering. LL.C, creeled ipeciricoty for Ihe noted
project Use ol these designs er pMtnt ior ony purpose other than Ihe
intended opplicolion shoU be prohibited wthoul the written censent of LINK Engineer^ LL.C Disclosure ol eny of Ihe inlormolion ertdosed wilhir\, without consent ol owner, i* o viololion
ol inldtectuol property ond shoB nol be Ideroled.
INSTALLATION ADDRESS:
TOYOTA CARLSBAD
6020 AVENIDA ENCINAS
CARLSBAD, CA 92011
CUENT:
PATTISON
SIGN GROUP
555 ELUSMERE ROAD TORONTO. ONTARIO, CAM WlR 4EB
LINK Engineering, L.L.C.
9051 Executive Pork Dr.. Ste. 200 • Knoxville. TN 37923
Phone; (865) 539-4001 • Fox; (665) 539-0851
Online: www.Hnkengr.com
BY: JBL
DATE: 03/10/09
Project Numben
09-0206
Drowing Numben
Bl32578
555 Ellesmere Ftoad
Toronto, Ontario, Canada MIR 4E8
Tel (416) 759-1111
Fax C416) 759-4965
Toll Free 1-800-268-6536
www.pattisonsign.com
A Division of Jim Pattison Industries Ltd.
21-JAN-09 Date NOTTO SCALE Scale
A. Jackson /A. Hollyoak Sales Rep 09 0100 Design No.
C. Calder Designer Revision Note
Job No.
All rights reserved. No part of tliis drawing may be reproduced in any form without written permission fram Pattison Sign Group.
It is agreed that the client is entirely responsible to
install the concrete base as per Pattison Sign Group
technical drawings or the equivalent.
Where an existing base is used, the client agrees
to check if the concrete base can support
the sign as supplied by Pattison Sign Group.
Pattison Sign Group will not accept uny liability.
Voltage: Diaovolt • SptcOf'tdB^rtnL 2i
••*(.
i fz, m t \J K A r< 3 b 11? N A C,33 fc
EAST ELEVATION
^ EQ ^ 14'-5 1/4-^ EQ ^ ^ EQ ^ 14'-S1/4-^ EQ ^
SL72 TDN-2i
12'-71/16" 10"-81/2"
I 1 I 1
I
4'-0"
GARLSBAD ill'.^'
WEST ELEVATION
5i' 15
4'-6 1/2"
I—I
1