2011-223 Walmart (Tire) TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: , P20110223 Date Issued: 'Thursday, July.14, 2011
This is to certify that work requested to be done as shown by Permit Number P20110223
has been completed.
Tax Map Number: 523400-296-017-0001-036-000-0000
Location: 891 STATE ROUTE 9
Owner. WAL-MART PROPERTY TAX DEPARTMENT
Applicant: WAL-MART PROPERTY TAX DEPARTMENT
This structure may be occupied as a:
Sign
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, �r
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes_(518)761-8256
BUILDING PERMIT
Permit Number: P20110223 Application Number: A20110223
Tax Map No: 523400-296-017-0001-036-000-0000
Permission is hereby granted to: WAL-MART PROPERTY TAX DEPARTMENT
For property located at: 891 STATE ROUTE 9
in the Town of Queensbury,tol construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: WAL-MART PROPERTY TAX DER
_
PROPERTY TAX DEPT-0555 Sign
PO BOX 8050 MS 0555 Total value
BENTONVILLE,AR 72712-8050
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
BP 2011-223 Wall sign Sign Copy: Tire 2.38 sq. ft.
(Sign 3 of 4)
change of copy from Tires to Tire and decrease in sign size: (<0.88 sq. ft. )
$0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 14,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To n o eens ry;� ,�iuAda ,July 14,2011
SIGNED BY %� ` for the Town of Queensbury.
Director of Building&-Code:Enforcement
Walmart BP 2011 -223
4 2.38 sq. ft. wall sign (sign 3
` Tireof-4 --
IAx 891 State Route 9 g �JF
�c irM MAC 1 iQ
SIGNPERAHT'APPLICATION BUILDING&CODES
A permit must be obtained before installation of your permanent sign. All applicants'spaces on this application must"
be completed and must appear on the application form.
OWNER: .8.T INSTALLER/BUILD
E
R: tea 5; n arc.
ADDRESS:_ `7 S_ .{,t1. i c,i�/I STr-ea A dim,.R ADDRESS: 3 C C i D,1 i G AVIU.'yi v f S�-1 ,hSrc �rJy
7Z7i(,
PHONE NOS-. i l:Zfi—`LUq — 05 1 N -Ye fF PHONE NOS. 7 7 7— 13 71
LOCATION OF PROPOSED INSTALLATION:(LEGAL ADDRESS) J r71 5I., {e- L I + Lc�a e. ,��. `7 / a •�0 7
BUSINESS COMPLEX i PLAZA/MALL NAME:
BUSINESS NAME:' fi7/!s4)1�YI�(
CONTACT PERSON FOR SIGN CODE COMPLIANCE: a'""L Br s I PHONE 2 if- `70�-
TYPE OF SIGN PROPOSED: _freestanding vy I _awning _projecting
IF SIGN IS TO BE ILLUMINATED,PLEASE INDICATE: _Intemal _External Incandescent _Neon Other
DO SIGNS CURRENTLY EXIST ON THE PROPERTY? _Yes _No
IF YES,LIST ALL EXISTING SIGNAGE: O
The application creates a change New
in the following existing site Change in number of signs from to
conditions(fill in all applicable Change in setback far sign from to
spaces): Change in size of sign from 13.v SF to
Change in height of sign from to •�
•<CChange of wordinocopy from: i t CaL to: 1 t,f-,e— H
Cr
r
Sign Wording/Copy: 1 I�L�.. �� �} �
Sign size: Length % x Width 1 3-i =Total Sq.ft. Height(freestanding sign):
• �7��--i�i�l W Color and Material to be used: fminI f- M
✓ Provide 2 copies of a scaled drawing or surveyed plot plan with the following information: N
o Location of.sign(walls signs: drawing of the fagade
the sign will be located on,indicate sign on fagade) QUESTIONS? CALL 769-8256 OR EMAIL.
o Height of freestanding sign codes .aueensburti�.net
o Depth of projecting sign
o Distances from front and side property lines. VISIT OUR WEBSITE FOR MORE INFORMATION
✓ Provide 2 drawings or photos of sign design_ - www.gueensbury.net
✓ Provide Applicant and Owner's signature(permission
for placement of sign on the property or building),
Declaration: To the best of my knowledge,the statements contained in the application,together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that
all provisions of the zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with,whether
specified or noted,and that such w rk i a orized by the owner. .
APPLICANT SIGNATURE: DATE: `7 Lz,9 1
I hereby authorize-the applicant to places a sign on my property or building.
OWNER SIGNATURE: DATE:
,r �� T u7r7tl of QUeensbuay• C6nimiazity Developriterit Qf ce a 742 Bay Rorie, Queerisbunj,DIY 22804
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SETBACK �
WAL * MART
C-192-SGL-OL
891 STATE ROUTE 9
EXISTING BUILDING AREA = 124,475 S.F.
TOTAL EXPANSION AREA = 90,972 S.F.
TOTAL PROPOSED AREA = 215,447 S.F.(APPROX.)
(GARDEN CENTER CANOPY = 14,917 S.F.)
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+SIGN TD BE .I
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CONTRACTOR SHALL .�h_
ADJUST SIDEWALK TO -1,7
SUIT HYDRANT LOCATION,. .�
'T
SIDEWALK CU• RAMP
/ WINED tRANSITIpi
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Sordt (CURB RAMP
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�.• FRONT Y 11&00 $0. Fr. X W HIGH
$ TRACT SHALL O6 27 42" E _ K ALL ��m+rFx PTtaH �d
T - 429 28 5I11T SIGN AND STRERIGN '('T9P7_�
SIDEWALK CURB
-. BLENDED TRANSITIONTYPE 3A .__. SIDEWALK.CURB RAMP
---
TYT+E 3A _ /'&E DED TRAIM W .. CROSSWALK TYPE LS -
TYPE 3A
i-•
SITE LEGEND
A 6' WOE FIRE LANE WTH 6' WIDE PANTED TRAFFIC RED STRIPING AT 45- TYPICAL.
CURB TO BE PAINTED TRAFFIC RED AT THESE LOCATIONS.
O'NO PARKING -FIRE LANE' PAINTED TRAFFIC RED ON PAVEMENT AT 80' O.C.
LETTERS TO BE A MINIMUM 2'-0' TALL.
`. PEDESTRIAN CROSSWALK WIN 4' WEE PANTED YELLOW STRIPING PARALLEL TO DIRECTION
OF TRAFFIC AT 2'-0" O.C. UNLESS NOTED OTHERWSE. SEE SITE PUN FOR WOTH.
DO -YIELD- PAINTED YELLOW ON PAVEMENT TYPICAL. SEE DETAL SHEET.
OUNUSED REFERENCE
OEXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE,
LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.
RAMP PAVEMENT FLUSH NTH THE TOP OF STOOP.
O6'. POPE BOLLARD TYPICAL UNLESS NOTED OTHERYMSE. SEE DETAIL SHEET.
® EXISTING AT GRADE OVERHEAD DOOR LOCATION.
O4' WDE v 130' LONG YELLOW PANTED TRUCK ALIGNMENT STRIPES,
OCONCRETE COMPACTOR PAD, REFER TO ARCHITECTURAL
`( PLAN FOR EXACT LOCATION, SIZE AND SLOPE.
1C "STOP' PAINTED ON PAVEMENT NTH SWSL/24- STOP BAR-TYP.
SEE DETAIL SHEET.
ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE
(- PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN
ACCESSIBLE SPACE)
PANTED M ISLAND TYPICAL UNLESS NOTED OTHERNSE. STRIPES SHALL BE PAINTED SYSL/4' AT 2'-0' O.C. PERPENDICULAR TO PARKING STRIPE.
OCART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART
CART CORRAL DETAIL.
O9'-0' MOE PARKING SPACE W/2'-0' LOADING ZONE AT ALL SPACES ADJACENT
TO CURB AND GUTTER - TYPICAL 4' PANTED YELLOW STRIPING O 2'-0-
O.0
. PERPENDICULAR TO PARKING SPACE PROPOSED CURB - TYPICAL SEE DETAIL SHEET.
PANTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET
MATCH EXISTING CURB a GUTTER N GRADE AND ALIGNMENT.
� 5L_
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5' NDE, 4' THICK CONCRETE SIDEWALK
t
O OT SIDEWALK RAMP
MOUNTABLE CURB
OPROPOSED GRANITE CURB
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ViLAGPOLE BUS STOP I /A Y•dxo•D,
SHELTER 41
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21 6 , �-• (+DJUS�T SIDDE�A '
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SID' YARD,
SETBACK I
4 LOCATION OF FUTURE
N7ERCOIpECifOH 1ri O714ER5)
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P N I SITE PLAN NOTES
I I I
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF QUEENSBURY 6
RD
I, WARREN COUNTY REGULATIONS AND CODES, AND 0.8-H.A. STANDARDS.
; I I I
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
I LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT
ETB I PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
y t �}-- t UTILITY ENTRANCE LOCATIONS.
JIO I LOCATHIN OF POSSWI E FUTURE
Al 11 (S ERNOTE 10.) N (BY oTHONsp Y - 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH
K (SEE NOTE tc) .:k I
-. _ c <, { • AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
4. ALL ISLANDS WITH CURB SHALL BE LANDSCAPED. ALL REMAINING ISLANDS ARE TO
BE PAINTED ISLANDS.
i�J- 'j 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT
I _ __ L _j - i.,.--u•` "'+ r +� NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS. TRAFFIC SIGNALS 8
POLES, ETC. REQUIRED. AL WORK SHALL BE IN ACCORDANCE WITH
E AS D L HAIL
GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.
ALL COST SHALL BE INCLUDED IN BASE BID.
K� LI
6. SITE BOUNDARY TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM
K . 1` `1 A SURVEY BY VAN DUSEN AND STEVES.
'OD1 . • t a1 , 7. TOTAL LAND AREA IS 17.74 ACRES.
N8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED 'THE WAL*MART
STANDARD SITE WORK SPECIFICATIONS,"
y� •4
9. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
-_.Ii _ pl \ J •sy;t' - _ + t� V 10. WAL-MART AGREES TO ALLOW FOR FUTURE INTERCONNECTION WITH ADJACENT
w LAND OWNER.
L HK� 11. REFER TO OVERALL CONSTRUCTION PHASING PLAN, DRAWING No. 29.00, FOR
SIGN n III --Y1 CONSTRUCTION PHASE LIMITS AND NOTES.
C ,I
:lf: "k _ 12. DELIVERY TRUCK TRAFFIC SHALL NOT BE ALLOWED ON WEEKS ROAD, IN
g A550+ , ; ', ACCORDANCE WITH THE RESOLUTION OF SITE PLAN APPROVAL, DATED MAY 18,
$ O6'27T 3.86 .......
CROSSWALK p
-TYPE IS -----. -VD LF PROF'OS®.d/NB .3DEWNX CUM RAMP--
•SOEWALK CURB RAMP - -__-.
1@At�-1p11 PFA NYYSODT 9PEgRCJL1MN5 _ -. -
rPE �L �F 1� 3 f 4
-__ __ _.._ R F, ��_�>���k��� Tire signo
L> 2.38 sq ft. wall sign
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¢ 40 0 to 25 40
SCALE IN FEET
Filename: \\EPDATA\Dal.\Dota1\3577101\C.dd Data - 3577101\DW9\3577IO22OCI.d.9 Data 7/7/2004 Time: 14:59 U■er:
I Date I Description I No.
NAME DATE
MICHAEL A. SEMERARO Jr.,
PROFESSIONAL ENGINEER NY LIC. No. 062002-1
L=LANGAN
ENGINEERING a ENVIRONMENTAL SERVICES
River Drive Center 1
619 River Drive
Elmwood Perk, NJ 07407 F,
P: 201.794.6900 F: 201.79COM V
www.knpen.com
1■NIWa■1 PEWG1LYMu Nfw YDRk CdNFCCIR Flba.A
NJ Certificate of A.ft rNion Nc 24G477990400
Project WAL*MART
AT QUEENSBURY
STORE No. 2116 F
TOWN OFQUEEMIll C
WARREN COUNTY NEW YOU
Drawing Title
SITE PLAN
JULY 02, 2004
1"=40'
20.01
By P. P.
jn.
By G. F.
Sheet 03 of 18
RESURFACE EXISTING EIFS TO
EXTENTS SHOWN ON BUILDING
ELEVATIONS TO ENSURE
CONSISTENT FINISH TEXTURE,
REF. EIFS SPECIFICATION
REMOVE EXISTING SHEATHING IN
SIGN MOUNTING AREA (TO NEXT
AVAILABLE STUD) AND REPLACE
WITH 5/8" EXTERIOR GRADE
FIRE -TREATED PLYWOOD
INSTALL NEW EIFS WHERE EXISTING
EIFS WAS REMOVED. ENSURE FINISH
COAT IS FLUSH WITH ADJACENT
RESURFACED EXISTING EIFS.
SIGNAGE INSTALLED BY OTHERS
DESIGN OF SIGNAGE PRIOR TO
AND ITS CONNECTIONS PERFORMING THIS
BY SIGNAGE MFR PER WORK, VERIFY
WAL-MART DIRECTION EXISTING SUBSTRATE
EXISTING METAL MATERIAL. IF
STUDS BEHIND EXISTING SUBSTRATE
SHEATHING IS CMU OR PLYWOOD
EXISTING (5/8" OR THICKER),
SHEATHING SUBSTRATE
REPLACEMENT IS
EXISTING EIFS INOT RED'D
Sop
FLANGE WITH SEALANT
PPENIN
CONTINUOUS AT
END CONDITIONS
B
18 GAUGE SHEET METAL
HOOD COVER NTH
CLOSED ENDS
PROVIDE 18 GAUGE BULKHEAD
STIFFENER AT 2'-0" OC MAX
io
2"x2" DRAIN TROUGH
HOOD TO COVER NEW
DOOR AND FRAME.
$ DOOR HOOD
Q 4
CAP (TYP) P88
113-5"
COLOR CHANGE
100'-0"
F.F.
CORNICE
REMOVE EXISTING EIFS PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE
6" PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8"
SHEATHING REMOVAL OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D
EXISTING METAL PLYWOOD LENGTH PER SIGN SIZE
STUDS (BEYOND) 6" (TO NEXT AVAILABLE STUD) 6"
�..
REMOVE EXISTING
SHEATHING IN SIGN ii m
MOUNTING AREA (TO IE
NEXT AVAILABLE STUD)
AND REPLACE WITH 5/8"c9 uT
EXTERIOR GRADE w
FIRE -TREATED PLYWOOD ?ice
N
INSTALL NEW EIFS WHERE
EXISTING EIFS WAS
REMOVED. ENSURE FINISH
COAT IS FLUSH WITH
ADJACENT RESURFACED ( -
EXISTING EIFS.
RESURFACE EXISTING EIFS TO EXTENTS SHOWN a
ON BUILDING ELEVATIONS TO ENSURE CONSISTENT
FINISH TEXTURE, REF. EIFS SPECIFICATION '�
12 SUBSTRATE AT NEW SIGNAGE
�/1/4'x1 1/2'
TAPCON AT 16" OC
NEW 18 GAUGE
SHEET METAL HOOD
1/4"x1 1/2"
�TAPCON AT TOP
AND BOTTOM OF
SIDE FLANGE
N BO HOODAh
tOBUNO
SIDE
ELEVATION
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T
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PF4 P94 P88 CAP (TYP)
100'-0"
F.F. P94
H.M. DOORS (TYP)
OL'�-RECEIVING ELEVATION
15 14
125'-4" 2
T.O.M.
113-5" _ . /
COLOR CHANGE Fr---yam---rr
it li li I i ,
100'-D"
F.F.
PB3 P88
CMU COLUMNS & WALL GARDEN CENTER FENCING SHOWN
WITH DASHED LINE FOR CLARITY
DO NOT PAINT GLAZED
CANOPY STRUCTURES
4
STANDING SEAM RIB COVER -
NEW METAL EDGE
TRIM/DRIP PAINTED TO
MATCH METAL ROOF
EXISTING CONTINUOUS METAL
N
EXISTING GALVANIZE
GUTTER PAINT TO
MATCH EIFS COLOR
WATERPROOFING
MEMBRANE BEHIND
GUTTER
EXISTING GALVANIZED /
GUTTER BRACKET
Inam--Timm
CONTINUOUS SEALANT
REGLET
PITCH BREAK
TRIM SEALANT AT
Z-CLOSURE TRIM —
CONTIN000S TAPE
SEALANT
Z CLOSURE TRIM —
NEW STANDING
SEAM METAL ROOF —
NEW UNDERLAYMENT,
REF SPEC 07412—
-OD
NEW PLYWOOD
THIN
SHEATHING
EXISTING BATT INSULATION
EXISTING BENT PLATE BRACKET
11 FLASHING
DETAIL
NEW STANDING SEAM
IX / METAL ROOF
/
NEW UNDERLAYMENT,
REF SPEC 07412
-.�
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NEW WATERPROOFING
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.AT "
MEMBRANE EXTENDED
8" BENEATH NEW
\ AND
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UNDERLAYMENT
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BEHIND GUTTER
S� 1•..�\ i
..>,,1 NEW 5/8" PLYWOOD
{
SHEATHING
EXISTING
`'t
CONTINUOUS
WOOD BLOCKING
EXISTING BATT
""•
INSULATION
f
INSTALL SNOW
GUARDS IF
SPECIFIED IN
SECTION 07412
10 DRIP EQGE
O
9 SECTION
1/4" = 1,_0"
Q Q Q Q Q Q Q Q
n
113-5"
COLOR CHANGE
- - - - Y7 120'-10"
100-0"
jh 113-5"
COLOR CHANGE
F.F.
13
PBB P88 PB3
H.M. DOORS (TYP) CMU COLUMNS & WALL 100'-D" _
F.F.
SEASONAL SHOP
3 REAR ELEVATION
12 11 HATCHED AREA 10
NEW SIGN, INDICATES RESURFACED
REF 5-A2.1 EXISTING EIFS (TYP.),
r TENANT SIGN REF. 12-A2
EIFS BAND (TYP) P88 I P94 P98
NEW SIGN,
REF 3-A2.1
T T
NEW SIGN,
REF 7-A2.1
(TYP. OF 4;
9NEW
SIGN
REF 6-A2.1
NEW SIGN,
REF a-A2.1
(TYP. OF 2;
T
CAP (
r o
N
H.M. DOORS (TYP)
HATCHED AREA
INDICATES RESURFACED
EXISTING EIFS (TYP.),
9
8
REF. 12-A2 %
NEW SIGN,
REF 1-A2.1
P94 CORNICE (TYP) P12 P103 C
jk 126'-0" 6'-1 — L
H.M. DOORS (TYP)
6 RIGHT ELEVATION
15
5 REAR ELEVATION
F E D C
128'-0" EIFS
T.O.M. P9
�--H P94 CORNICE (TYP) P72 P94
T' _F -_-_ r--_r---F-r T---7r --Tr -nr
P88 P88 PB3 P88 PBB
WALL BEYOND GARDEN CENTER FENCING SHOWN PREFINISHED
WITH DASHED LINE FOR CLARITY LEFT ELEVATION
6 5 HATCHED AREA 4 3 2 1
INDICATES RESURFACED
EXISTING EIFS (TYP.),
REF 12 A2
P94 P94 P12 CORNICE (TYP)
P94 PF4 P98 P703 EIFS BAND (TYP) P88
RNEW EF SIGN, � ruJ COLUMN (TYP)r�-
TENANT SIGN FRONT ELEVATION
1 1 "=20,_O"
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ISSUE BLOCK
Q 01/12/11 1 REV 1
® 02/03/11 ADD 1
CHECKED BY: LDS
DRAWN BY:
AJK
PROTO:
192 NP EXP
PROTO CYCLE:
10/29/1D
DOCUMENT DATE:
12/3/10
IN EERT#Y 11A7 THE PORTIONS
OF THIS TECHNICAL SUBMISSION
BEARING MY SEAL AND SIGNATURE
HERE PREPARED BY ME OR UNDER
MY SUPERVISION AND CONTROL
I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF
NEW Y
SIGNATURE
12/3/2010
DATE ISSUED
022454-1
REG. NO.
EXTERIOR
ELEVATIONS
AND
DETAILS
SHEET:
A2
Walmart BP 2011-223
2.38 sq. ft. wall sign Tire (sign 3 of 4)
891 State Route 9
SHERWIN-WILLIAMS CUSTOM BRONZE/
ORDER NUMBER 7248-0044642
- BRONZE MATCH
CUSTOM MANUAL MATCH
BAC COLORANT: OZ 32 64 128
W1 WHITE - 43 - 1
BI BLACK 6 4 1 1
R2 MAROON - 19 - 1
Y3 DEEP GOLD - 48 1 1
G2 NEW GREEN - 18 - -
ONE GALLON QB54T00104
UI TRADECP #796�'"'"'
SIGN INSTALLATION CONTRACTOR RESPONSIBILITIES:
EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO INSTALLATION.
1. PAINT ANY ATTACHED HARDWARE, CONDUIT, ELECTRICAL BOXES, ETC.
TO MATCH CABINET, DURANODIC BRONZE.
2. CLEAN UP ALL DEBRIS.
3. CLEAN FACES AND RETURNS OF ALL SIGNS AFTER INSTALLATION IS COMPLETE.
PAINT EXISTING SIGN LIGHTING,
AND CABINET DURANODIC
BRONZE. REF. TABLE FOR
CUSTOM COLOR TYP
REPLACE THE EXISTING SIGN
FACE WITH NEW SIGN FACE OF
THE SAME SIZE.
NEW SIGN FACING,
COLOR TO MATCH
PANTCNE 285C.
EXISTING SIGN SUPPORT
COLUMN TO BE PAINTED
DURANODIC BRONZE. REF.
TABLE FOR CUSTOM
COLOR.
2 WALMART PYLON SIGN
0 0
I I
�10
3.13 SQ.FT.
$ 1111 2DLUBE SIGNAGE
/
2'-3j"
0 0
rd
2.38
I I
SQ.FT.
21' TIRE SIGNAGE /D
10'-2j"
,
t � tre i
16.34 SQ.FT.
6 18' DTIRE & LUBE SIGNAGE
` ...__.door
__......__._.�.._....... utLivinnnnnnnnni ....... ___________________ --__ _.._ . _ ___ _
49.47 SQ.FT.
5 24�'D OUTDOOR LIVING SIGNAGE
g'-5-
vxo 0
a
&6-
17.97 SQ.FT.
24iD'MARKET SIGNAGE /
22'-41"
N dome &Pha- r--m-acy
61.85 SQ.FT.
3 24�'Q HOME & PHARMACY
1/4
37'-3
Im�ar�'
1 5'=; 6" WALMART SIGN
1/4'
298.00 S.F.
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BLOCK
CHECKED BY: LDS
DRANN BY:
AJK
PROTO:
192 NP EXP
PROTO CYCLE:
10/29/10
DOCUMENT DATE:
12/3/10
I HEREBY CERTIFY THAT THE PORTIONS
OF THIS TECHNICAL SUBMISSION
BEARING MY SEAL AND SIONATURE
MERE PREPARED BY ME OR UNDER
MY SUPERVISION AND CONTROL
I AY A DULY RE051ERED ARCHITECT
UNDER THE LAWS OF THE STATE OF
NEW VDR1L
SIGNATURE
12/3/2010
DATE ISSUED
022454-1
REG. NO.
SIGNAGE
DETAILS,
NOTES,
AND
SCHEDULES
SHEET:
A2.1