HomeMy WebLinkAboutSIGN PLANSMobil
Mobil
I
C30
Cq
0
co U
100 f
Proposed Under Canopy Sign Elevation
*NO CHANGES TO CANOPY FASCIA SIGNS*
SCANNED
BY
St. Lucie County
—Right Elevation
Front Elevation�'T
L7 W7-
Elevation
1. d
Site Key
Wave
Blade
Koala
001 NumberWedge
Column End Cap
End Cap
Column Logo
End Cap Koala
Number
Wedge
Column
Pump
Wave
End Cap
Column Logo
End C ap
Koala
=91:
Column
Pump
Blade
Traffic
Flow
M�
—E
LU AR
>
LLI
U
L 44
U
U)
Backcou�
Traffic
Flow
*0
Small Wave - High Wind
Structural Spec:
- Low density polyethylene (LDPE) frame around
steel tube
- Acrylonitrile butadlene styrene (ABS) outer skin
- 270 lbs total weight
- Structure rated at 180mph wind load
I -
CO
19"
Opdonal Logm
WHO 3-7/16'
;r
.19 5f
41
Wn 3-3/4'
.21 Sf T
65'
33-7/1&
Riel
Dispemer
Blade
19..
Structural Soec:
- Low density polyethylene (LDPE) frame around steel tube
-Acrylonitrile butadiene styrene (ABS) outer skin
- 50 Itis total weight
F C, E
Lij
LU
U 0
LU
4 x3
=>
�,
Optional Logos
0 d 8-114�. -1
EiM 3-7116"
.19 Sf -1
OR
EIAM�,
WR 3-3/4"
.21 sf T
Koala with Back
Structural Spec:
- Non -illuminated Koala has 3 sides, each with a poste
- Acrylonitrile butadiene styrene (ABS) outer skin
- 24 lbs total weight
CID
Gq
0
U
otal width of sign will
ary from 10" - 17-1/2"
nap Frame
471
1� TO 1C(JJC'0ff'-�. -
1908-0603 PERMIT REQUIREMENTS
SECTION 2606 LIGHT-TRANSWITING PLASTICS
Planning & Developmental Services Department
Building & Code Regulations Division
2606.3 Identification. Each unit or package of light -transmitting plastic shall be identified with a mark or
decal satisfactory to the building official, which includes identification as to the material classification.
2606.4 Specifications. Light -transmitting plastics, including thermoplastic, thermosetting or reinforced
thermosetting plastic material, shall have a self -ignition temperature of 650OF (3430C) or greater where
tested in accordance with ASTM D1929; a smoke -developed index not greater than 450 where tested in
the manner intended for use in accordance with ASTM E84 or UL 723, or a maximum average smoke
density rating not greater than 75 where tested in the thickness intended for use in accordance with
ASTIVI D2843 and shall conform to one of the following combustibility classifications:
Class CC1: Plastic materials that have a burning extent of I inch (25 mm) or less where tested at a
nominal thickness of 0.060 inch (1.5 mm), or in the thickness intended for use, in accordance with ASTM
D635.
Class CC2: Plastic materials that have a burning rate of 21/2 inches per minute (1.06 mm1s) or less
where tested at a nominal thickness of 0.060 inch (1.5 mm), or in the thickness intended for use, in
accordance with ASTIVI D635.
Revised 3128119
COPY
SCANNED
BY
St. Lucie Countv
19"
See page 2 for
mounting details
3D Logo Plaque
! 'I 8-1/4�. -T
wull 3-7116"
.19 sf
- OR -
3-314"
.21 sf -k
E3AGK \/IEH
5r,ALEd12"=1'-0"
Synergy Logo: 1.84 sf
No 40-5116' No
33-7/16" —0�
MIML33c"Hoummy ZZ
C
E
.2
0
0
51DE VIEN
5,-ALEd/2"=I'-0"
nonmilluminated chrome strip
Fuel
Dispenser
NOTE.
1. VE516N V41ND FRE55URE IN CONFORMANCE W
AS(,E'I-[O, 150 MPH VA, �FER FZ.C. 2011
6th EDIT10N)
2. BOLT5� ASTH rI554 69.ADE 36.
5. CONTRACTOR 5HALL BE RE-SFGN51BLE FOP,
KATERFROOFIN6.
HIND IPE-51aN CRITERIA
M� CATE60W 2
"w �ffy lao � Wt
DFORJI�E CATE50W HiV 0
COKONDIT 4 CLADDIN& 42.4 PSF
FOFZEC�W a
)0(05-060-3:,
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
zO
— it
U- 11-0.
7= co .0—
05 co Z:
Go
FILE,goilk
� V w
FE 055134
'720 5. 0RAN5E E31-0550M
SUITE 564
ORLANDO, FL. 52905
(40-7) 230-3q15
5pergy. purry sf� �T.
45&0 E Hwq 20, Weville. 201q-0446
VA� peLrograp
..,-25-20,., r 71 OF 3
36.0000
6mm =� MOUNT ��
(W52-H32) OR (6061-�)
OR MRD. �m. �pmm
(6m�m)
��NG �PPORT D%� MD TV ��NG �PPORT
FOR 3/8-0 M BOM (M. OF 4)
(6w�n) (m)
2 PLAN,,SE�C
?N.
— 36.0000 1
6MM AWM. MOUNT P�M
(W52-H32) OR (6061-16)
OR (SZ51-"22) (�.) �. �um. wpp�
(6�m)
DRJ� MD W MnNG WPPORr
FOR 3/8-0 � BM� (M OF 4)
"�NG WPPORT
MRD. �PPORT
VC.On' W�
(6w�u) (m)
WRD. �PPORT
fo�M' W�
0— (6��) (�-)
WRD. �m. �ms
I"o.079' W�
("�TO (�)
ORIU AND W MnNG WPPORT �S�NG WPPORT
FOR 31WO W BOL� (M OF 4) 11 11,--
Wo. Q�� WRD. TA'11. �PR
MOUN'
0 -- �H32) OR (61
(-52
WA
END
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
cl)
co 4
Co. -j
PE 055134 N
720 5. ORAKOE 13LOSSOM
9JITE �64
ORLANDO, FL. 524�05
(40`7) 230-3q15
Pete 5Terqq. Vag 5191
45bO E Hwy 20, Nlreville 201q-0046
�T.
DAM. PETR05ROW 52
ob-25-201cl rY OF 3
6.7681 —
- 5.7619 -
— 4.B300
— 4.7200
7/16-0 MOUNTING
HOLE (TYP. OF 4)
REMAINING HOLES
NOT USED
6MM ALUM. MATCH PLATE
(5052-H32) OR (6061-TB)
OR (5251-H22) (TYP.)
18.3818
6mm ALUM. MOUNT PLATE
(5052-1-132) OR (6061-76)
OR (5251-H22) (TyP-)
2-0000
ED
Lq
0
g 0
'50
-Nn
MOUNT PLATE DETAIL
SIDE EXTRUSION
ALUM. SUPPORT
(6063-T6)
REvIEWEE) FOR
D CODE cOMPLIANCE
(D
F
Co
ST. LUCIE COUNTY
EXTRD,. ALUM. L SPARS BOCC
WA
M �LU
1*0x.079" WALL
+ (6005-T6) (TYP.)
(Typ.
7-)2�-�Typ
APEX EXTRUSION
ALUM. SUPPORT
(6063-T6)
MATCH PLATE DETAIL
SCAM 3' — 1�or
Gluo
-9.LVLS
C'ON
FE 033134 V
-120 5 ORANOE 15LOSSOM\TP-
SUITE 564
ORLANDO, FL. 32&05
(407) 230-3415
5per9g. pwV 5Ign
45W e. hl 20. nlGaville 201q-0446
�T.
PAM'
06-25-2 F 5
-6
SCANNED 33-7116'
BY
St- Lucie County
WMTffCM8LCQf -
rSynergy Logo: 1.84 sf
non-41furninated chrome stto
13�314P 04— L
3D Logo Plaque ;D go
8-1w
ow,
3-711(r
is sf
OR- Fuel
01spew
1.4 G-1w bol-
3-3f4l
NPIA* .21 sf
co
See page 2 for
foundeflon detall
LID Q11-v Del Q'O Q
00
*6?'po 'OaQloyo��'bq.;b 0
.0 . _�
_A
E3AGK VIEN ELEVATION SIDE VIEH ELE\/ATION
sr�IeO/4'-V-0' �10.3/4'=V-0'
NOTE: �' I'
1. PESION HIND PRES50PE IN CONFORMANCE W
A5GE -1-16, 165 MPH Vult, (PER F.B.C. 201-7
2\ bth EDITION)
2. E30LT5: A5TM F1554 ORAVE 5(b.
5. CONTRACTOR 5HALL BE RE5PON51BLE FOP,
KATERPROOFIN6.
HIND DE51ON GRITEPIA
RISK CATE90R*( 2
KNO VELOOTY 165 HN vult
B9109M (ATEOORY 04RF) 6
COMFOMNr I CLAWN6 PFZ59JZB 55.4 FSF
FORO C496FICIENT cf I.M
Rim
REVIEWED FOR
ODE COMPLIANCE
;T. LUCIE COUNTY
BOCC
04.
4u 0:
-0, AZ --
0 .
CO
REV[SEC) 10-
REVISE0 Oct-25-
'720 5. ORANC71E BIL05501-1 TR.
PE 055154
-720 5. ORANOE BLO550M TR.
51JITE 564
ORLANDO, FL. 52505
(40'7) 230-5q]5
FROX�-T,
PETROC-ROUP 2015-0542
M051L 5YNER6Y - 101 40th Ave North
5t Pete, FL 33-103
51
Oa-2q-2015 I I OF 5
EXTRD. ALUM. ROLLED
TU13E 2'0x.125* WALL
(6063-76) (TyP.)
36.0000
@`,EPLA&N SECTION
61.5724 P— 36.0000 1 ==�
EXTRD. ALUM. ROLLED
TUBE rOx.1250 WALL
(6063-T6) (TYP.)
xEXTRO. ALUM. SPARS
& CROSS MEMBERS
TOP & BOTTOM
I"Ox.125' WALL
x (6061-76) (TYP.)
y YA U.N.O.
EXTRD, ALUM. SUPPORTS
(6063-T6)
.750 A36 STL
BASE PLATE
1.75'0x.19* WALL
STL PIPE SPIGOT
(TYP. OF 3)
1 ) - -- -,-- -- - - -.-
SCALM 11r -
1.760OX.19" WALL
x 7" LONG
SlL PIPE SPIGOT
TYP. OF 3)
.750 A36 :31L
BASE PLATE
D BASE PLATE ELEVATION
ScAm I 11r - 1'-0*
ILI'
SCAM 1/2" -
XTRO. ALUM. ROLLED
IUBE 2�Ox.125" WALL
6003-76) (TYP.)
EXTRD. ALUM. SPARS
& CROSS MEMBERS
TOP & BOTTOM
1*00250 WALL
(6061-T6) (TYP.)
U.N.O.
BRAKE FORMED
I Ao S71- NESTED
8 CKET
EXTRD. ALUM. SUPPORTS
(6061-T6)
.750 A36 SIL
BASE PLATE
1.75"0x.19" WALL
STL PIPE SPIGOT
(TYP. OF 3)
EXTRD. ALMM. ROLLED
TUBE rOx.125' WALL
(6063-T6) (TYP.)
3/W ALUM. MATCH PLATES
(6061-Te) (TYP.)
EXTRD. ALUM. TUBE
1"0X.1W WALL
(6061-T6) (Typ.)
U.N.O.
EXTRD. ALUM. SPARS
& CROSS MEMBERS
TOP & BOTTOM
I'Ox.125' WALL
(6061-T6) (Typ')
U.N.O.
.75" A36 STIL
BASE PLATE
6MM ALV- ...ATCH PLATES
(5052-1132) OR (6061-T6)
OR (5251-H22) (TYP.)
EXTRD. ALUM.
TUBE 1"0x.079*
(6005-TG) (TYF
EXTRO. ALUM. HORIZONTAL SUPPORTS
(6063-T6)
BRACKET SECTION DETAIL
SCME. 61 - 11-V
EXTRD. ALUM. SUPPORTS
(6061-76)
1.7500x.19* WALL
STL PIPE SPIGOT
WELDED TO STL BASE PLATE
(TYP. OF 3)
PERSPECTIVE VIEW
N �T-%
FE 055154
'720 S. ORAN6E BLO550M TR.
54JITE 364
ORLANDO, FL. 521505
(401) 23O-5q15
C.)
Q
z:
LIJ
pl?
REVIEWED
CODE COMPLIANCE
ST. LUCIE COUNTY
- 101 40th Ave. W 5t
patroToup
all Mp
52
0e)-2L1-20lb 1 2 OF 5
0§§l
2.0000
p I 1=4 0
2.2667
3.5167 tH:;
i
12.9375 —
10.8126 —
— 7.7500
1.0000
- 6.9375 —
7V A36 STIL
'BASE PLATE
SPIGOT (TYP.)
BASE PLATE DETAIL
�SCALEr
T.750OX.19" WALL
x �" LONG
STIL PIPE SPIGOT
(TYP. OF 3)
1.8125
N
.9375mo HOLE FOR
HILTI KWIK BOLT
TZ—SS 316 3/4 (3 3/4)
ANCHOR MnTH 3.750" EMBED.
INTO CONIC (TYP.)
THICKNESS & ALLOY
MATCH PLATE DETAIL
se v. _(r
C2 'r A _ r _ 1.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
co AVo
C6 vi
I —
14.3059
10.8126
SIDE EXTRUSION
ALUM. SUPPORT
(6061—T6)
EXTRD. ALUM. SPARS
1"0025" WALL
(6061—T6) (TYP.)
APEX EXTRUSION
ALUM. SUPPORT
(6061—Tei)
SIDE EXTRUSION
AWM SUPPORT
(6061-T6)
44J."
SECTION
aj—
PE 055134
'720 5. ORAN(9E BL05WM T?—
WITE 564
ORLANDO, FL. 52605
(401) 25O-3ql5
CUEW. I Pplv�E,-Tl I
5mercm. ww slom - 101 401;h Ave North 5t Pete, FL 331031 2015-0542 1
VAM pp-trogroup 1 55
05-2q-2015 r3, OF 5 1
14.7500
0-
0'r— SPIGOT (TYP.)
m
fIohpl"
R
all
37540 HOLE FOR
I�
LTI
_�HZI KVAK SOLT
T -SS 316 3/4 (3 3/4)
TZ .
5Z:::�.75- A36 STL ANCHOR VVITH 3.750" EMBED.
BASE PLATE INTO CONC. (TYP.)
BASE PLATE PLAN SECTION
2 SCAL. r - 1�w
ALUM. FLAT BAR
ADDED BOTH
SPIGOT (TYP.)
PLAN SECTION
ANCHOR VATH 3.750* EMBED. INM CONC. (TYP.)
0 750 A36 STL BASE PLATE
2i LEVELING NUT (TYP.)
'ALL LEVELING NUTS TO MAINTAIN CONTACT
LOCK NUT VATH STL PLATE LEVELING NUTS TO BE CINCHED
UP 71 T PLATE AFTER TOP NUTS HAVE
(TyP-) BEEN TIGH
A
4 A
4
4.
.76" A36 S71L
BASE PLATE
WAVE BASE PLATE ANCHOR DETAIL
1 1 SCUL. I I/e - v-e
EXTRD. ALUM, SPARS
& CROSS MEMBERS
100Y.125* WALL
(6061-TS)
APEK EXTRUSION
ALUM. SUPPORT
(6061-T6)
SIDE EXTRUSION
M S
�-116)
(616
3/8& ALUM. MATCH PLATE
(6061-76) (TYP.)
WE
APEX D(TRUSION
(D ALUM. SUPPORT
A A Fa
WKE FORMED,\\%
14go STIL, I
BRACKET P, . .......
S1,D XTRUSION
JE E�
Ju
ALUM. SUPPORT-
-/Z- (6061-Ta) 0 <.
0* c):
REVIEWED FOR /QT 4Z-
&
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC - �V-lr
PROXECT,
PE 055134 7er�. p" 51cjm - 101 4M Ave, W 5t Pate, FL 3-:rlo3 200-0542
-720 5. ORAN&E 5LOSSOM TR. moxxm
SUITE 364
ORLANDO, FL. 52&05 patrogroup
(40-7) 250-34115 DAM 54
06-261-2015 OF: 5