HomeMy WebLinkAboutSIGN2003-03770 NISSAN AUTOMOTIVE 1001 EARL RUDDER FWY SSIGN PERMIT
CTTY'*'6r COLLEGE STATION
It
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number .
. . . . 03-00003770
Date 12/22/03
Property Address . .
. . . . 1001 EARL RUDDER FWY S
Property ID . . . . .
. . . . 305500-0200-0010
R ## . . . . . . . . .
. . . . R99777
Tenant nbr, name . .
. . . . DOUGLAS NISSAN
Application description
. . . SIGN PERMIT
Subdivision Name . .
. . . . GREENSWORLD SUBD PHS 2
Property Use . . . .
. . . .
Property Zoning . . .
. . . . UNKNOWN
Application valuation
. . . . 2300
Owner
Contractor
------------------------
N DOUGLASS INVESTMENTS
------------------------
LTD BAKERS SIGN & LIGHTING MAINT
200 LEE AVE
WILLIAM GANN
COLLEGE STATION
TX 778403177 P 0 BOX 8563
CONROE
TX 77302
(936) 446-1239
--------------------------
Structure Information -------------------------
Construction Type . .
. . . COMBUSTIBLE (UNPROTECTED)
Sign Type . . . . . .
----------------------------------------------------------------------------
. . . WALL SIGN
Permit . . . . . .
SIGN PERMIT
Additional desc . .
SS
Permit Fee . . . .
25.00 Plan Check Fee
.00
Issue Date . . . .
12/22/03 Valuation . .
. . 2300
Expiration Date . .
6/20/04
Qty Unit Charge
Per
Extension
BASE FEE
15.00
2.00 5.0000
THOU BLDG, VAL 1001-50000
10.00
----------------------------------------------------------------------------
Other Fees . . . . .
. . . . SIGN PERMIT REVIEW FEE
25.00
Fee summary Charged
----------
Paid Credited
--------------------
Due
----------
-----------------
Permit Fee Total
25.00 25.00 .00
.00
Plan Check Total
.00 .00 .00
.00
Other Fee Total
25.00 25.00 .00
.00
Grand Total
50.00 50.00 .00
.00
------------------------------------------------------ -------------------
BUILDING DEPT EPRESENTATIVE:
APPLICANT: I�
12/17/2003 10.52 FAX 9362311220 BAKERS SIGN Z 014/017
• •
FOR OFFICE USE ONLY
APPLICATION P
DATE SUBMITTE=iJ: !
SIGN I BANNER PERMIT APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS
bilgn Permit application completed in full.
Building permit fee. The fee is based on the valuation of the sign Application Fee_
$25 Plan Review Fee (unless in one of the special districts addreesed below),
Supporting Information completed In full.
For Freestanding Signs: one (1) copy of the site plan and sign graphic including:
Frontage - length of the property line along the larger roadway
Location of proposed sign on site.
Distance from the curb to the front edge cf the proposed sign.
Sign height and dimensions
For Attached Signs: One (1) copy of the sign graphics (of ail proposed and oxiatin® signs) including:
.Sign dimensions of all attached signs
Length of main entry fagade of building
TTACHEDANALL
DEVELOPMENT SIGN
ANDING
NA V E OF PROJECT LJOk j lei
ADDRESS_ a 5 tee e, 5 ASE
LE L DESCRIPTION
AP ICANTlPROJECT MANAGER'S INFORMATION (Primary Contact for the Project);
ame a It rS :Si Ad I-. ' i AI"4 - J770,,'Al 7 eAI41AJC
treet Address 0
0 3 City Y?z A!Iqkw
Rate zip Code _ 7 2-3 Q o;. E-Mail Address
Phone Number la 3 q Fax Number la z `
CO q rRACTOR:- ke L, aoV4 r� O PHONE: 03 lo -%sZ 3
CO 4 t RACTO R AD 1) RF SS: PL9 66 4V Y-4 �-/ w N 0to `-1
EL TRICIAN: �_j_�.iam C , �'r� /�f .��r• Z
DE RIPTION OF W K; �' W ' r oft
VALUATION (Labor/Material 02 300, ! _ �-6'0
SignApplicetion 06/17/03
9A/T0 �35)vcd 63S 1N3W8073/13Q MOD 96b£b9L6L6 0T;PT £30Z/5T/ZT
12/17/2003 10:52 FAX 9382311� BAKERS SIGN 12015/017
•
PPORTING INFORMATIMN-
CURRENT ZONING
P RCNT USE- OF PROPERTY C r cl�� [ �r �5`Ar oO _
F Z ESTAND SIGNS: iL
i
Ll GTH OF FRONTAGE:
7 gtH of the property line along the larger roadway.)
DI ''I ANCh HROM THE CURB TO THE FRONT EDGE OF THE PROPOSED SIGN: „ c;z �_ _d �
H GHT;
p
area of a freestanding sign Is the arJ4 enclosed by the mlnIMUrn Imaginary rectangle of vertical and horizontal lines
th fully contain all exlremitioe.)
A ACHED IGNS (including
L GTH OF THE MAIN ENTRY FAQADE OF THE BUILVNG;
AREA OFPROPOSED SIGN:
OF ALL EXISTING ATTACHED SIGNS:
(T ii i area of an Rttached sign is tha area anolosod by the minimum Imaginary motangle of vertical end horfzonta/ lines
w ' h fully contain all axlrerrlfties.) The allowed area of attached signage is equal to 2 square feet of area for every one
tin r foot of the main entry fe;ede of the building or lease space, not to exceed 500 square feet In area,
applicant has prepared this application and certifies that the facts stated herein and exhibits attached
to Or# true and correct.
` tr
5i ature of owner, Agent or plicant Date
ner
J
66/17/03
Official Use Only
nn cal
COMMENTS
YES yr NO
90/Z0 39tid a35 1N3Wd0-13A3G SOOS 96t7CV9L6L6 0T!bT S00Z/9T/ZT
150 SF MBS @ 35'-0" OAH
157-0*
SIGN SPECIFICATIONS -
1. LAMPS: (12) F108-1`72 CW/HO
2. BALLASTS(:())F9ALLAN2S0 596 (5.0 AMP)
2 ALLANSON 472 (2.7 AMP)
3. VOLTAGE:120 VAC
4. TOTAL CONNECTED LOAD: 19.3 AMPS
5. CIRCUITS: (2) 20 AMP
6. WEIGHT - HEAD: 1500 LBS
COLUMN (EA): 32DO LBS
7. SERVICE SIGN BY: HINGED FACE
G�tene COMPLETE PACKAGE
-
I SIGNHEAD
2 COLUMNS
1 BASECOVER
1 INSTALL KR: P/N: 11-35-520-9093
(8) 3/4"-10 X 3" A325 MACHINE BOLTS
(8�-3/4- FLAT WASHERS
(2) HEYCO DOME PLUGS
(2) LIFTING ANGLES 2" X 3- X 3/8-
(12) WIRE NUTS
(1) INSTALL PRINT
(1) WIRING DIAGRAM (DWGJ A39199)
(12) 1-3/4" X 48"ANCHOR BOLT ASSEMBLY
RECOMMENDED SPECIALTY TOOLS:
RIGHT ANGLE DRILL. •6" RATCHETING SOCKET WRENCH,
OR -
IMPACT DRINEP.
Nissan Pylon Installation Instructions
MBS - Ships in Three Pieces
1. Care should be taken in unloading of the Nissan signs to insure that the ACM materials are not damaged Caution: ACM materials are
sweepale to damage due to impactforces or improper methods ofhandling.
2. Inspect the sign prior to unloading to insure that all parts are received in an undamaged condition
3. Inspect and test light sign upon delivery. DO NOT USE TRUCK GENERATOR TO TEST LIGHT SIGN.
i Additionally, in order to ensure a safe installation, please ensure that truck frame and body are grounded properly before conducting any work on
I the sign. Notify your ImagePoint account manager immediately of any problems.
4. ImagePoint provides several foundation designs to meet site conditions. The installer is responsible for selecting the proper foundation and
insuring that it is installed in accordance with ImagePoint's approved drawings. The tops of the foundations must be at the same elevation +/- 1".
Also, the grade around the sign base must be level and structurally able to support the sign base cover. If these conditions cannot be met, contact
your ImagePoint account manager for farther instruction. If the location for the foundation has been back -filled, do not proceed with excavation
without conducting a soil test by a qualified engineer.
5. Installation of foundation must follow the set back and right-of-way. Notify your ImagePoint account manager immediately if location of sign
will not meet local code.
6. The Nissan pylon signs require that the anchor bolts be installed at the correct distance and remain in -line with each other. Failure to place
anchor bolls correctly will lead to damage to the sign and may prevent the sign from behWproperly installed
7. ImagePoint recommends the construction of an anchor bolt template to help secure the bolts during the curing of the concrete. Failure to use a
template may result in an improper install
8. Set Anchor Boits utilizing the fixture insuring that the correct depth will extend from the cured concrete. Brace the anchor bolts and frame so
that the bolts remain in place during the pouring of the concrete
9. Set conduit in place as shown on the install drawings (page 2). Underground electrical conduit to the sign must conform to the requirements of
the National Electrical Code. Conduit must be below the finished grade by 12" for rigid metal conduit or 18" for non-metallic conduit under soil
and a minimum of 24" below driveways, parking lots or any other paved surfaces. NOTE: Conduit must be of suficient size to contain electrical
-supply leads. (see note 15 below) --- - -
10. All concrete utilized for foundations shall have a minimum compressive strength of 3000 psi conforming to ACI guidelines. Concrete shall be
mixed and placed in accordance with ACrs "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete" (ACI 304). Job
site -mixing -of Boner insMUinePointsigm Concrete -should ears a mi of7-days-be€or€ installation--othhe---- -
sign.
- A 1. Cautiously lift columns vertically to prevent damage and injury utilizing the top shipping stand and remove the bottom shipping stand prior to
placing on the anchor bolts. Hand tighten the anchor bolts to hold the bottom of the columns in place. Remove the top shipping stands and brace
the columns so they remain plumb.
12. Remove shipping stand from sign head and replace with lifting angles. Lift sign head high enough to b4e We to reach the face screws
underneath. Remove screws from bottom panel of sign head to allow the face to open. Lift sign head, place over columns and make electrical
connection to columns. Lower sigahead onto columns aligning the guide rods on the columns with the holes in the head. Insure that all seams
are in line and the radius portions of the sign head and column are in alignment Secure the sign head to the columns using the mounting
hardware included with the sign package.
13. Tighten all bolts after the column and sign heads have been properly aligned
14. Install non -shrink grout under the base plates insuring that there are no voids or large air pockets.
S 15. Prior to wiring, consult the install drawings to determine the wire and amperage required for the sign. Care should be taken to insure that the
wire is sized properly to insure that the maximum voltage drop does not exceed 3 %. Consult ImagePoinfs installation department should you
need assistance in determining the proper wire size. Insure that the sign is properly wired and grounded per ImagePoWs Installation Drawings.
' 16. Fasten sign face back into place.
17. Test light the sign to insure that it has been properly wired and is functioning correctly.
18. Remove the bolts from the lifting angles, apply a bead of sealant around the hole and install the caps supplied to insure that the sign stays
weathertight
19. Install base cover per ImagePoinfs installation instructions
20. Clean entire sign to include sign faces, cabinet, columns, and base cover.
21. Clean Site of all installation debris and repair any damage to the site caused by the installation.
DRAWING P/N: 115886
IMAGE'POINT, IN
P.O. BOX 69043 _
M70XVf_r.E; TN 37950-9043
DSGNR: JMF DATE: 02/26 03 SCALE: -----
DR'N BY. JMF PATE. 02 26/03 P D BY:---
CR-K BY. --- DATE: ------- DATE: -----
DESCRUVOM
_ 150 SF MBS INSTALL (35' OAH)
USING 3/4" X 3 1/2"
AND HARDWARE
LENSE REMOVAL
1. REMOVE BASECOVER.
2. SUPPORT THE WEIGHT OF THE LENSE WITH A BRAC
3. REMOVE (2) SCREWS FASTENED INSIDE
THE BOTTOM OF THE -LENS. - - -
4. CAREFULLY REMOVE BRACE, ALLOWING LENS
TO SLIDE OFF OF BRACKET.
5. REPEAT FOR TOP LENS IF NECESSARY.
L ,J L"J
1 3/4" x 48" ANCHOR BOLTS (12
(ALL WIND LOADS) PN: 11-27
FOUNDATION TYPE:
WINDLOAD:
EXCAVATION:
(PER FOOTING)
CONCRETE:
(PER FOOTING)
X"
.Y"
_Z"
VERTICAL SLAB
110 MPH
7.8 CU, YDS.
7.8 CU. YDS.
6'-0"
4'-0"
8'-9"
VERTICAL SLAB
140 MPH
10.0 CU. YDS.
10.0 CU. YDS.
6'-9"
4'-0"
10'-0"
BLOCK
110 MPH
10.7 CU. YDS.
10.7 CU. YDS.
6'-0"
12'-0"
4'-0"
BLOCK
140 MPH
14.8 CU. YDS.
14.8 CU. YDS.
7'-0"
14'-3"
4'-0"
CAISSON
11 D MPH
5.8 CU. YDS.
5.8 CU. YDS.
44'-6"
---
9'-9"
CAISSON
140 MPH
6.9 CU. YDS.
6.9 CU. YDS.
04'-6"
---
11'-9"
9 3/8"
CODES AND GUIDELINES.
(SWL) W x 14" x 5/16" STEEL TUBE
3/8" THK STEEL TUBE
9' -1 1 1/4-
DOLT SPACING DETAIL
CRITICAL TO FIT
25" x
STEEL BASEPLATES
P.O. BOX 59043
KNOXVILL£, TN 37950-9043
DSCNR: JMF DATE: 02/26/03 SCALE: -----
DR'N BY: JMF JDATE7 02/26/03 APP'D BY---
CH'K BY.- --- DATE: ------- IDATE: ------
ERTY OF PLASTI-LINE,
OT TO BE DUPLICATEC
SPECIFIED RADII = .01
«,
150 SF MBS INSTALL (35' OA
MER:
NISSAN
I OP.A WINO NO.
15 0 SF MB S @ 3 5'
3'-6"
14'-0"
15'-0"
SIGN SPECIFICATIONS —
1. LAMPS: (12) F108—T12 CW/HO
(6) F96—T12 CW/HO
2. BALLASTS: 2 ALLANSON 696 (5.0 AMP)
�23 ALLANSON 472 (2.7 AMP)
3. VOLTAGE:120 VAC
4. TOTAL CONNECTED LOAD: 19.3 AMPS
5. CIRCUITS: (2) 20 AMP
6. WEIGHT — HEAD: 1500 LBS
COLUMN (EA): 3200 LBS
7. SERVICE SIGN BY: HINGED FACE
•
-0 f
Lss& COMPLETE PACKAGE:
1 SIGNHEAD
2 COLUMNS
1 BASECOVER
1 INSTALL KIT: P/N: 1 1-36-520-9093
(8) 3/4"-10 X 3" A325 MACHINE BOLTS
(8) 3/4" FLAT WASHERS
(2) HEYCO DOME PLUGS
(2) LIFTING ANGLES 2" X 3" X 3/8"
(12) WIRE NUTS
(1) INSTALL PRINT
(1) WIRING DIAGRAM (DWG# A39199)
(12) 1-3/4" X 48"ANCHOR BOLT ASSEMBLY
OA -H z"A
RECOIAmErIDED SPECIALTY TOOLS:
FIGHT ANGLE DRILL. 6" PATCHETNG SOCKET r,RENCH,
OR
IMPA,:T OPIvEP.
A 09/OS/03 JMF 9489 "`
FA 5/6/03 DJB ---I`"
Nissan Pylon Installation Instructions
MBS - Ships in Three Pieces
1. Care should betaken in unloading of the Nissan signs to insure that the ACM materials are not damaged. Caution: ACM materials are
susceptible to damage due to impact forces or improper methods of handling.
2. Inspect the sign prior to unloading to insure that all parts are received in an undamaged condition
3. Inspect and test light sign upon delivery. DO NOT USE TRUCK GENERATOR TO TEST LIGHT SIGNET.
Additionally, in order to ensure a safe installation, please ensure that truck frame and body are grounded properly before conducting any work on
the sign. Notify your ImagePoint account manager immediately of any problems.
4. ImagePoint provides several foundation designs to meet site conditions. The installer is responsible for selecting the proper foundation and
insuring that it is installed in accordance with ImagePoint's approved drawings. The tops of the foundations must be at the same elevation +/- V.
Also, the grade around the sign base must be level and structurally able to support the sign base cover. If these conditions cannot be met, contact
your ImagePoint account manager for further instruction. If the location for the foundation has been back -filled do not proceed with excavation
-- ---,------------ - - -_ -_.... -- ... .
without conducting a soil test by a qualified engineer.
5. Installation of foundation must follow the set back and right-of-way. Notify your ImagePoint account manager immediately if location of sign
will not meet local code.
6. The Nissan pylon signs require that the anchor bolts be installed at the correct distance and remain in -line with each other. Failure to place
anchor bolts correctly will lead to damage to the sign and may prevent the sign from beingproperly installed
7. ImagePoint recommends the construction of an anchor bolt template to help secure the bolts during the curing of the concrete. Failure to use a
template may result in an improper install.
8. Set Anchor Bolts utilizing the fixture insuring that the correct depth will extend from the cured concrete. Brace the anchor bolts and frame so
that the bolts remain in place during the pouring of the concrete
9. Set conduit in place as shown on the install drawings (page 2). Underground electrical conduit to the sign must conform to the requirements of
the National Electrical Code. Conduit must be below the finished grade by 12" for rigid metal conduit or 18" for non-metallic conduit under soil
and a minimum of 24" below driveways, parking lots or any other paved surfaces. NOTE: Conduit must be of sufficient size to contain electrical
supply leads. (see note 15 below)
10. All concrete utilized for foundations shall have a minimum compressive strength of 3000 psi conforming to ACI guidelines. Concrete shall be
mixed and placed in accordance with ACI's "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete" (ACI 304). Job
site mixing of concrete is never to be used in installing any ImagePoint sign. Concrete should cure a minimum of 7 days before installation of the
sign.
11. Cautiously lift columns vertically to prevent damage and injury utilizing the top shipping stand and remove the bottom shipping stand prior to
placing on the anchor bolts. Hand tighten the anchor bolts to hold the bottom of the columns in place. Remove the top shipping stands and brace
the columns so they remain plumb.
12. Remove shipping stand from sign head and replace with lifting angles. Lift sign head high enough to b4e able to reach the face screws
inderneath. Remove screws from bottom panel of sign head to allow the face to open. Lift sign head, place over columns and make electrical
;onnection to columns. Lower signhead onto columns aligning the guide rods on the columns with the holes in the head. Insure that all seams
ire in line and the radius portions of the sign head and column are in alignment. Secure the sign head to the columns using the mounting
iardware included with the sign package.
.3. Tighten all bolts after the column and sign heads have been properly aligned.
.4. Install non -shrink grout under the base plates insuring that there are no voids or large air pockets.
5. Prior to wiring, consult the install drawings to determine the wire and amperage required for the sign. Care should be taken to insure that the
vire is sized properly to insure that the maximum voltage drop does not exceed 3 %. Consult ImagePoint's installation department should you
seed assistance in determining the proper wire size. Insure that the sign is properly wired and grounded per ImagePoint's Installation Drawings.
6. Fasten sign face back into place.
7. Test light the sign to insure that it has been properly wired and is functioning correctly.
8. Remove the bolts from the lifting angles, apply a bead of sealant around the hole and install the caps supplied to insure that the sign stays
veathertight
9. Install base cover per ImagePoint's installation instructions
0. Clean entire sign to include sign faces, cabinet, columns, and base cover.
1. Clean Site of all installation debris and repair any damage to the site caused by the installation.
DRAWING P/N: 115886
P.O. BOX 59043 '
XNOXWLL£, TN 37950-9043
DSCNR: JMF DATE: 02/26/03 SCALE: - - - - -
DR'N BY. JMF DATE: 02 26/03 APP'D BY. ---
CH'K BY. --- IDATE-------- IDATE: ------
PROPERTY OF PLASTI—LINE, INC. 150 SF MBS 'fNSTALL .35' OAH
NOT TO BE DUPLICATED. CUSTOMER:
UNSPECIFIED RADII = .015 R NISSAN
Tnl rDAAI rC-
0 e
USING 3/4" X 3 1/2"
AND HARDWARE
LENSE REMOVAL
1. REMOVE BASECOVER.
2. SUPPORT THE WEIGHT OF THE
3. REMOVE (2) SCREWS FASTENE
THE BOTTOM- OF- THE LENS.
4. CAREFULLY REMOVE BRACE, A
TO SLIDE OFF OF BRACKET.
5. REPEAT FOR TOP LENS IF NE
L. '
L,J
3/4" x 4F
(ALL WIN
FOUNDATION TYPE:
WINDLOAD:
EXCAVATION:
(PER FOOTING)
CONCRETE:
(PER FOOTING)
X"
Y"
"Z"
VERTICAL SLAB
110 MPH
7.8 CU. YDS.
7.8 CU. YDS.
6'-0"
4'-0"
8'-9"
VERTICAL SLAB
140 MPH
10.0 CU. YDS.
10.0 CU. YDS.
6'-9"
4'-0-
10'-0"
BLOCK
110 MPH
10.7 CU. YDS.
10.7 CU. YDS.
6'-D"
1 12'-0"
4'-0"
BLOCK
140 MPH
14.8 CU. YDS.
14.8 CU. YDS.
7'-0"
14'-3"
4'-0"
CAISSON
110 MPH
5.8 CU. YDS.
5.8 CU. YDS.
04'-6"
- - -
9'-9"
CAISSON
140 MPH
6.9 CU. YDS.
6.9 CU. YDS.
04'-6"
- - -
11'-9"
_I,
ENSE WITH A BRAC
INSIDE
)WING LENS
3SARY.
ANCHOR BOLTS (1,
LOADS) PN: 11-27-u.j- ...
9 3/8"
CODES AND GUIDELINES.
(SWL) 14" x 14" x 5/16" STEEL TUBE
3/8" THK STEEL TUBE
9'-11 1/4"
BOLT SPACING DETAIL
CRITICAL TO FIT
25" x
STEEL BASEPLATES
P.O. BOX 59043
lCNOXVlLL£, TN 37950-9043
DSGNR: JMF JDAM 02/26/03 SCALE: -----
DR'N BY: JMF DATE: 02126103APP-D BY---
CH'K BY.. --- DATE: ------- DATE: ------
LASTI—LINE, INC. 150 SF MBS INSTALL 35' DAH
DUPLICATED. cusTOM£R:
zenn = n1 S a I NISSAN