HomeMy WebLinkAboutSET UP-INSTALLATIONS' 1 .
2
3
A
B
C
D
ART FOR COPY
ELEVATIONS
SCALL 1127=1'-0•
NOTE: VINYL LAYOUT
SHOWN FOR
GRAPHICAL
REPRESENTATION ONLY.
SEE ARTWORK FOR
PRODUCTION.
TOLERANCE:* 1/16. ON
ALL DIMENSIONS
WEIGHT
ESTIMATED SIGN WEIGHT:
182 Lb.
_ 1701 GOLF ROAD
iconCO SUITE ME
ROLLINGG MEADOWS
ILLINOIS 66008
— SIGN ID: -
2
RFCQI,
�pS ltt/1790„
t ucie Cp Fy pni
p 0(6)03/4"HILTIKWIKBOLTTZ-SS304314
3-3W EMBEDMENT INTO CURED CONCRETE FOUNDATION
MAINTAIN 12" MIN. EDGE DISTANCE
BASE PLATE
••i LEVELING NUT TO MAINTAIN CONTACT KITH STL PLATE
BLOCK NUT
Z .g d Q..d 8d'dV
4e n. . - < EXISTWG CONCRETE FOUNDATION -BY OTHERS
O .4 G Ad O Q O
n BASE PLATE MOUNTING SCANNED
SCALE 3'=1'-0• BY
St. Lucie County
NOTES:
CONCRETE TO HAVE Pc = 3000 PSI MIN. @ 28 DAYS
ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
SCOPE OF WORK:
THIS ENGINEERING IS ONLY FOR THE ATTACHMENT METHOD
GAS PUMP OF THIS SIGN STRUCTURE TO THE EXISTING CONCRETE
FOUNDATION.
JqD? 4V0q0p7
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
®
B7OCC
125" X 65" NON-ILLUM DIRECTIONAL
7 Eleven #34862
7600 S US Hwy 1
Port Saint Lucie, FL 34952
3
FLORIDA BUILDING CODE,
6th EDITION (2017)
SECTION 16 WIND LOAD, ASCE 7-10
175 MPH WIND LOAD
RISK CATEGORY II
EXPOSURE
ENCON SERVICES, INC.
PO BOX 3613
APOLLO BEACH, FL33572
813-655-3373,FLEB #9394
-Z: No 77696
S OF :4
O• .�.<ORIDp''
NATHAN P. PRESNELL, PE 77696
DATE SIGNED: 7/16/2019
4
A
B
C
D
2
3
A
B
C
D
�1=11= M
. /F44 ��!
FRAME LAYOUT
SCALE' 1/2'4-e
U
0 0
BASE PULE
n DETAIL -BASE PLATE/SPIGOT
SCALE: 1-1/2•4-0'
1701 GOLF ROAD
- icon
O SUITE ME
00
ROLLINGG MEADOWS
ILLINOIS 60008
SIGN -ID: .
2
-,'-2 31V
1'-0 15/16'-
I]
BASE PLATE
015/16' HOLE FOR
3/4' ANCHOR ANCHOR PATTERN DETAIL
REVIEWED FOR
CODE COMPLIANCE
r ST. LUCIE COUNTY
BOCC
X 65" NON-ILLUM DIRECTIONAL
7 Eleven #34862
7600 S US Hwy 1
Port Saint Lucie, FL 34952
3
ENCON SERVICES, INC.
PO BOX 3613
APOLLO BEACH, FL 33572
813-655-3373, FLEB #9394
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°,�.�•?: c E IVj*% V
N No 77
7 ;�-
�. ATE OF
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NATHAN P. PRESNELL, PE 77696
DATE SIGNED: 7/16/2019
4
A
B
C
D
ELEVATIONS
_ 1701 GOLF ROAD
- 00
Icon SUITE
ROLLINGG MEADOWS
ILLINOIS 60008
STEEL COLUMN, 1/4- TKK MN
QUE
r CHROME STRIP
X 1/e STEEL TUBE
CK MOUNTING PLATE,
STEEL COLUMN TO
ED AND TAPPED
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
X 40 5/16° EXXON BLADE SIGN ON PYLON
7 Eleven #34862
7600 S US Hwy 1
Port Saint Lucie, FL 34952
NOTES:
MATERIALS:
ALL JOINTS TO BE WELDED ALL AROUND
GRADE A36 STEEL SHAPES
GRADE A500 B STEEL TUBE
GRADEA307 FASTENER BOLTS
MOUNTING HEIGHT < 15'
FLORIDA BUILDING CODE,
61h EDITION (2017)
SECTION 16 WIND LOAD, ASCE 7-10
175 MPH WIND LOAD
RISK CATEGORY II
EXPOSURE C
ENCON SERVICES, INC.
PO BOX 3613
APOLLO BEACH, FL 33572
813-655-3373, FLEB #9394
TOLERANCE:t 1/16" ON
ALL DIMENSIONS
WEIGHT
ESTIMATED SIGN WEIGHT:
50 Lb.
SAP GENSF
Z:-* No 77696
911 OF
OR1��G�
NATHAN R PRESNELL, PE 77696
DATE SIGNED: 7/16/2019 .
A SECTION
sT scATE: 1 1/r=r-o.
3' X 1/8-
TUBE
T K Ile THICK
MOUNTING PLATE
_ MOUNTING -PLATE DETAIL
WRE. 3'=1'-O'
e SECTION
51 . SCALE' 3'=1'-0'
REVIEWED FOR
CODE COMPLIANCE—ENCON'SERVICES, INC.
STo LUCIE COUNTY PO BOX 3613
APOLLO BEACH, FL 33572
®CC 813-655-3373, FLEB #9394
REF. DWG.
CO
icon
1701 GOLF ROAD
SUITE 1-900
ROLLING MEADOWS
F
19= X 40 5/16- EXXON BLADE SIGN ON PYLON
_
7 Eleven #34862
REQUEST No.:
280278
-
ILLiNOIS 60008
SUS Hwy 1
Port
Port Saint Lucie, FL 34952
DRAWN BY:
ADAM MALECK
-
DATE DRAWN:
03 21 2019
-
SIGN ID: -
DRAWING SCALE:
AS NOTED
FAME,
UTER SKIN)
r X 1/87
TUBE
r X 1/4' THICK
MOUNTING PLATE
��' o%t' P. PI
�g
2Q • NO 776
ATE OF
ORIOP
NATHAN P. PRESNELL, PE 77696
DATE SIGNED: 7116/2019
2
3
A
B
C
71
o SIDE ELEVATION
SCME. 112._I' °.
NOTE: VINYL LAYOUT
SHOWN FOR
GRAPHICAL
REPRESENTATION ONLY.
SEE ARTWORK FOR
PRODUCTION.
TOLERANCE:± 1/16- ON
ALL DIMENSIONS
WEIGHT
ESTIMATED SIGN WEIGHT:
24 Lb.
F
FRONT ELEVATION
SCALE. IIT=1'-0•
OLUMN
E'
TYRENE
SON
I
01/4• SELF DRILLING,
SELF TAPPING SCREW,
-
4 PER SIDE, 8 TOTAL
OUTER SKIN
MOUNTING LOCATION FOR
01/4' SELF DRIWNG, SELF
TAPPING SCREW;
4 PER SIDE
8 TOTAL
118" WALL THICKNESS
n MOUNTING / INSTALLATION
SCAIE 1/2-4-0-
SCOPE OF WORK:
THIS ENGINEERING IS ONLY FOR THE ATTACHMENT
METHOD OF THIS SIGN TO THE EXISTING STEEL
COLUMN.
MOUNTING HEIGHT < 15'
FLORIDA BUILDING CODE,
`p
6th EDITION (2017)
SECTION 16 WIND LOAD, ASCE 7-10 j IT
175 MPH WIND LOAD
RISK CATEGORY II
EXPOSURE C
i
a. n
_ ASSEBLED ISOMETRIC VIEW REVIEWED FOR ENCON SERVICES, INC.
CODE COMPLIANCE- PO BOX 3613
ST. LUCIE COUNTY APOLLO BEACH, FL33572
_ 813-655-3373, FLEB #9394
1701 GOLF ROAD
- I con
SUITE M
00
ROLLINGG MEADOWS
ILLINOIS 60008
— SIGN 1D: -
2
T-5 9/16" X 1'-5°
POSTED
7 Eleven #34862
7600 S US Hwy 1
Port Saint Lucie, FL 34952
3
C
No i
S TE OF
NATHAN P. PRESNELL, PE 77696
DATE SIGNED: 7/16/2019
4
A
B
C
D
B
C
iz
1 MOUNTING LOCATION,
SET` DRIWNG SCREW, 1/4--14 X 1 1/4•
HEX WASHER HEAD
QTY (3)
/1 ELEVATIONS
1
SCALE:
NOTE: VINYL LAYOUT TOLERANCE:t 1/16•-ON
SHOWN FOR ALL DIMENSIONS
GRAPHICAL
REPRESENTATION ONLY.
SEE ARTWORK FOR
D PRODUCTION.
WEIGHT
ESTIMATED SIGN WEIGHT:
2 L6s
0
2
_ ISOMETRIC VIEW
SCALE Y=1'-0'
1701 GOLF ROAD
1 o n SUITE
ROLLINGG MEADOWS
ILLINOIS 60008
SIGN In- I -
3
EXISTING
COLUMN
(MIN. 1/8"
THICK WALL)
4
SELF DRIWNG SCREW, PAN HEAD, (6 z 1 1/4•, PHILUPS
.090• THICK ALUMINUM, MOUNTING PLATE
PUMP WEDGE ROLLS OVER ATTACHMENT A
II �PLATE AND SECURES WITH HIDDEN SCREWS
ON TOP
DRLLUNG SCREW
WASHER HEAD
A WEDGE CUP SLIDES UNDER WALL
TO HOLD BOTTOM AGAINST WALL
_ DETAIL - ATTACHMENT
N.LS
THIS ENGINEERING IS ONLY FORTHE
ATTACHMENT METHOD OF THIS SIGN TO THE
EXISTING COLUMN. SIGN STRUCTURE
DESIGNED BY ITS MANUFACTURER
NUMBER WEDGE
7 Eleven #34862
7600 S US Hwy 1
Port Saint Lucie, FL 34952
3
FLORIDA BUILDING CODE,
6th EDITION (2017)
SECTION 16 WIND LOAD, ASCE 7-10
175 MPH WIND LOAD
RISK CATEGORY II
EXPOSURE
ENCON SERVICES, INC.
PO BOX 3613
APOLLO BEACH, FL 33572
813-655-3373,FLEB #9394
11
A�.•\,\CENSF•�L�
2�• NeAD
Yt
• 5
O ORI •♦
NATHAN R PRESNELL, PE 77696
DATE SIGNED: 7/16/2016
4
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