HomeMy WebLinkAboutSI 2011-00068 Monument Sign CITY OF OAK PARK HEIGHTS PERMIT NO.: 2011 -00068
14168 OAK PARK BLVD. N. #2007
OAK PARK HEIGHTS, MN 55082 -2007 DATE ISSUED: 04/26/2011
(651) 351 -1661 FAX: (651) 439 -0574
ADDRESS : 13613 60TH ST N
PIN : 05- 029 -20 -12 -0033
LEGAL DESC : WAL -MART ADD
: LOT 2 BLOCK 1
PERMIT TYPE : SIGN
PROPERTY TYPE : COMMERCIAL
CONSTRUCTION TYPE : SIGN
ACTIVITY : MONUMENT SIGN
NOTE: (AUTO ZONE) SIGN FACE BY JONES SIGN - MONUMENT & LANDSCAPING BY OTHERS. WORK SHALL COMPLY WITH
APPROVED PLAN, MN STATE BUILDING CODE, CITY ORDINANCES & APPROVALS. MONUMENT SIGN 1S 15' FROM GRADE TO TOP
OF 73.7 SF SIGN FACE. WHITE BACKGROUND GOES TO BLACK WHEN ILLUMINATED. JOB VALUE (SIGN FACE): $8,400
APPLICANT SIGN FEE 50.00
TOTAL 50.00
JONES SIGN COMPANY PAID WITH CHECK # 86414
1711 SCHEURING RD.
DEPERE, WI 54115-
(920) 425 -9816
OWNER
AUTOZONE INC
123 S. FRONT ST.
3RD FLOOR
MEMPHIS, TN 38103 -
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed
according to: (1) the conditions of this permit; (2) the
approval plans and specifications; (3) the applicable city
approvals, Ordinances, and Codes; and, (4) the State Building
Code. This permit is for only the work described, and does
not grant permission for additional or related work which
requires separate permits. This permit will expire and become
null and void if work is not started within 180 days, or if work
is suspended or abandoned for a period of 180 days any time
after work has commenced. The applicant is responsible for
assuring all required inspections are requested in conformance
with the Minnesota State Building Code.
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
1.
,- > D F PYLON SIGN 4'— 4 x 16'— 9" x 15' OAH TY 1 4 17M `ale
-- Met / 74620
JONES SIGN �Q 3/16 " =1'
AutoZone 84323
T Quality Grade Square Fnotaye Mountin• Pole Anchorin• Footin Oak Park Heights, MN
S OPDRAW w . . 2 - Commercial 73.7 Double - Flex Inv /(1)to Pare Internal 10 Saddle Direct Embed Caison
Conceptual Artwork
10' 9" CABINET ` __- �
193 STRIPES 4 co /v 1 3/4" x 1 3/4" STEEL ANGLE
r - SADDLE MOUNT SYSTEM Data
3" RETAINER I
'l '' I ' ® • BLACK I �•
/ / TOP VIEW DETAIL Sales
e G. /
y n' - - SHEETED WITH PRGFINISHED 1 "
ID Ifi 6 $= I Auto Parts • Accessories • Advice .063 BLACK/WHITE IF ENGINEERING REQUIRES A LARGER --
"� POLE DIAMTER THEN THE DEPTH OF THE NIB Location
• CABINET IS TO BE CHANGED TO 300" .k:U Vis Neee�al Atco•neu,nuo — --
OkPertH 23174 62 0 ,1..21 .
7" RADIUS
16' - 9' CABINET _,
WHITE ARLON SIGN TEC FLEX FACES 4 1 v4• a 1 v4• STEEL ANGLE 1" X 2" a 125
, 11101111111
w/ SCREEN PRINTED GRAPHICS - g SADDLE MOUNT SYSTEM ALUMINUM TUBE FRAME I PRIME ONLY TOP SECTION Construction Drawing
� r _ of POLE RYP> levee Sotka
P - 2
••BLOCK OUT VINYL APPLI TO BACK OF LEXAN -- D -
SO ONLY RED AND , , GE ILLUMINATE . I ACCESS DOOR ON BOTH SIDES
OF CABINET FOR SERVICE Date -
v (I — DISCONNECT SWITCH ON CAB. TYPICAL 02.14.11
e
, — - Project Manager
E 7^ RADIUS iKeith Eaton
OS (16) 48" HO FLUORESCENT Flit Location
COLOR VIEW Q u TUBES MOUNTED VERTICALLY Nweuenai ASmunw 2oM5iles
N 8 S/B" DIAMETER x .365 WALL DAY LIGHT BULBS 040 Park Heights. MN 9,323.46.669217662022,6212
STEEL SUPPORT POLE
- BRICK BY OTHERS TEK SCREW TO Revision Notes
I FASTEN FLEX MATERIAL
BAH INRWS NOTES
TO SIGN CABINET ,
ALUMINUM TUBE FRAME
a ��J • . 3 _ -WITH RETAINER ! _2_ . .._
Auto Parts • Accessories • Advice I 3' ALUMINUM RETAINER jj _-
.063 PRE-FINISHED BLACK
ALUMINUM /
I I SIDE VIEW DETAIL
L �.:. Pr J-
FLEX FACE VIEW - SHEETED WITH .063 PRE - FINISHED
6" (BLEED) 3/4" PVC CONDUIT w/ PRIMARY BLACK/WHITE ALUMINUM This Drawing Last Updated on:
GRADE PER \�i� . PAGE 1 03.14.11
DETAIL VIEW
SCALE NONE IIIIEIIIIIIIIIIIIIIIIMIIIIIII
MEMBIlliMIRMINIMI
Material cot list 417cP Various Heights BMA CUY, P -1 AKZO NOBEL - SIGN4212
f CONCRETE FOOTING. 44.75^a16 -9 124" 7 radius shop stock " - White Primer
Auto Parts • Accessories • Advice .M3.1.2.,an,a.,a ,7ta,1.21a�mm�,m m
alum num a >.drow• NM 51 PMS 165 C a
, IVRH
3x.100
'REFER TO ENGINEERING FOR POLE EMBEDMENT . .175 20em.
. a SP -2 BLACK C700 %M700 %Y700 %K100%
SPECIFICATION & FOOTING REQUIREMENTS 16p. .11 a,,nmwH30031 0 I= SP-3 PANTONE 485 C
1 uee,* 120 steel angle 1
FRONT VIEW DETAIL 00. 00 51000room XM.
EP. Mtn' ballasanat IN volt r il . . .. " . . V _ ff/ 1 07te
.063 e
s= ° p , ce 6°°:.1,66. e 16
— -- - -- - -- Hree PANTONE 165 C BLACK PANTONE 465 C
■4 handy k•. 2 0100%
M100%
I
.e Haney ken rove V100%
r
CONCEPTUAL NIGHT VIEW ae„ K1oox
nu 0,0
I• 13' -0" WIDTH CONCRETE
1 r 1
I T ' r T - 1 1 , i
I I 1 I rl
I i i 1 ' I
3' -O" LENGTH i r r - r - ---
1 1 1. '
CONCRETE - s ? r r �_
j I
L L L L �• L" ' J J 1 J
ELECTRICAL L CONCRETE PAVER UNDER POLE J
CONDUIT FOR EXCLUSION OF WATER. REBAR MATS TOP do BOTTOM
(10) 13 x 2' -6" LG. (TOTAL 20)
PLAN VIEW (4) 13 x 12' -6" LG. (TOTAL 8)
QTY. CONCRETE: 6.5 CU. YDS.
-. 16' -9" SIGN
i{ ,r
11
FA g ' O O ELECTRICAL
I .; 1 ' . • . djr47// —' DISCONNECT
a Auto pffliya@ o Acce-essorip@ o Advi@®
1 i
1 III 1
I
I
4' -0" MASONRY 1
a BY OTHERS _+
0
° f
-,;, 1 08 5/8" x 0.322" WALL (8" SCH. 40)
I. ASTM A -252 Gr. 3 STEEL PIPE EMBEDDED
FOUNDATION TOP OF CONCRETE PAVER
FOR WATER WATER EXCLULU SION.
i2' - 0" MASONRY i'�L
BY OTHERS
CONCRETE PAVER UNDER POLE
FOR EXCLUSION OF WATER.
JUNCTION
BOX REBAR MATS TOP & BOTTOM
T— I 1 (10) #3 x 2' -6" LG. (TOTAL 20)
6" BELOW T �+ I (4) /3 x 12' -6" LG. (TOTAL 8)
GRADE 1 1' -6
1 GRADE
� \ - - "- :- -__._, -. - ���
a
- z LOCAL CODE
CZ I 0
I o ELECTRICAL • • . . • . •� • • I " . • ' . ■ • Ibtbypt/M
DY Mb Mm. mom
CONDUIT I , on ernpen w4a mowed by
i 1 - r . .. . - • ' M raft w sa my R a , x,d ba
l � . sad
l h s MM l & Ramiro-
' . MIIOnIO Engines( y w ender ms MnW
i iM SWAM MMwgala.
J
3" CLEAR L _
TYP.
F 1Y -0" WIDTH CONCRETE -i RDW LI _riGie
DATE 3I 1 j 1 Ya. 18796
ELEVATION VIEW
SITE: AutoZone
Store No. 4323
FOUNDATION DESIGN NOTES: 60th Street North
1. Concrete shall have a minimum compressive strength of 3000 PSI at 28 days.
2. Reinforcing steel shall be ASTM A -615 Gr. 60. Oak Park Heights, Minnesota 55082
3. Spread footing designed using soil bearing forces of 1500 PSF Static, 2000 PSF A I ,,h 24 Mar 11 I RELEASED FOR PERMITTING I4. HO
REV Dynamic, and 200 PSF per foot Lateral, based on soil conditions found in , , „yMp APPROVED
Terracon Consultants, Inc. Project No. 41105029 geotechnical report
dated August 26, 2010. Robert-James & Associates, Inc.
12255 West 187th Street, Mokena Illinois 60448 -9737
DESIGN WINDLOAD
phone: 708- 479 -8385 fax: 708- 479 -8395 email: rja370comcast.net
Based an the Minnesota State Building Code (2006 IBC)
using Exposure C and 90 mph winds. 11n` 15' -0" OAH DIRECT BURY MASONRY CLAD
SINGLE POLE PYLON FOR ID SIGN
WAie r D. MUNNS eMa 24 Mar 11 01, DRAWING NUMBER SHEET REV.
"'MD r A HOGAN OAT[ 24 Nor 11 NNE 1103150 1 OF 1 A