HomeMy WebLinkAboutPLANSI
TZIMS IMPUBIR
316118
2211 PECH RD HOUSTON TX 7705
832-727-5415 1
,,.Rustomer:
Epm C" E I V E �64 T I N G J
622
SEP 7 - 2018
dress:
00 W KINGS HWY FORT
VPIERCE, FL
BY. EVCLLL
City of Jurisdiction:
FT PIERCE
ST. LUCIE COUNTY
BUILDING DIVISI
REVIEWE
Designer:
VADIM
FOR coMP N
Date Crea
REVIE:WED Y
DATE
a
PLANS AND PER IT
04-15-18
MUST BE KEPT ON JOB OR
W.O.
NOINSPECTIONWIL EMADE
14324
MKSEM I ACKREQ, -
r R ON' T
SIDES
t CNR SIDES
REAR
LZN' G
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO AW( COME :CTIONS
NIQUIR-0 BY FIELD INSKC70FIS THAT
MAY BE NECESJARY IN ORDER 7 N �
Compa V11TH ALL App1jCAn DES .
tIONOMM FASIENERS ORPACHMEO,
&REIHE RESPONSIBILM OF THE
CORTpACIOR OF RECORD
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Signatwe:
SCOPE OF
- REMOVE AND DISCARD EXISTING FLYING J/DENNYS AND SUBWAY SIGNS FROM HI -RISE.
- REMOVE EXISTING LED PRICER, KEEP EXISTING LED PRICERANIJ RE -INSTALL FOR HI -RISE.
- MANUFACTURE AND INSTALL ONE (1) DENNY'S INTERNALLY ILLUMINATED SIGN FOR:1-117RISE
- MANUFACTURE AND INSTALL ONE (1) FLYING J INTERNALLY ILLUMINATED SION FOR iii-Risi
id DENNYS 24- W
FLYING J M-0.
PRICER30--W
`1
2V
il.
24'
ki
zr
HI -RISE FRONT VIEW Ank E)C[STING HI-RISESIGN
Scale: 1'=1/161 I Scaie: NTS
a
COLOR CHART
3M #363 0-53 CARDINAL RED
3M# . 363043 RED
3hi #"3630-25 SUNFLOWER YELLOW:
31%1#3630-I'SliVIVID GREEN
N 4M #3630-75 MARY GOLD YELLOW
7 WHITE
POSIED SIGN
le: NTS
Tms npgBjjc
2M kCH RD HOUST I ON TX 7705
100 W. ICINGS HWY FORT
PIERCE, Fl.
CRY of 3wiscliction:
Fr PIERCE
Date Created:
7/14/18
W.O. #:
1 4324
File Path:
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Rev 1:
Rev 2:�2�u -nm rA= prr
Rev 3:
Rev 4:
Rev 5:
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DENNY'S HI -RISE D/F CABINET 24'0" X 9104"
SCALE: 11211 11 220.0 SQ. FT. 2
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS DIF CABINET.
456 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight - PL;OP2-HW3-P/STwSS-1 08-XX (HD)
602.4 wAT-rs 12 POWER SUPPLIES TOTAL: PRINCIPAL 120/277V 50-601-1z
TOTAL MODULES: 912 1 TOTAL WATTS: 1204.8 TOTAL AMPS: 10.04 @ 120V 5.30. @ 277V
TWS UPUBIR
14.413
2211 PEM ED. HOUiTON M 77051
100 W ICINGS HWY FORT
PItRCE,-FL
City.of Jurisd!cticn:
Fr PIERCE
besignen
VADIM
�.%a ioasnd�ft* J T� c~
RftJ#&G-RV�M
1:
5:
Brad Sigiatan;
MGM =MG ic - m
FLYING J HI-R.I.SE D/F CABINET 24'.0" X 91-211
SCALE: 11211 = V 220.0-SQ. FT. 2
THE ELECTRICAL SPECSI.N THIS DOCUMENT REPRESENT ONE SIDE OF THIS DIF CABINET.
456 M6dul6s, Principal LED - STREET STIKS Single Sided HD Heavyweight - PL-OP2-HW3-P/ST-SS-1 08-XX (HD)
602.4 WATTS 12 POWER SUPPLIES TOTAL: PRINCIPAL 120/277Y 50-6OHz
TOTAL MODULES: 912 1 TOTAL WATTS: 1204.8 TOTAL AMPS: 10.04 @ 120V 15.30 @ 277V
Tms Upauc
2211 FECH RD HOUSTON TX 7705
832-727,5415
TEXAMPIMUCSIGN8.00M
Customer:
FLYING 3
Kcidresm
106 W, IdNGS HWY,FO.RT
RIE RCE, FL
City of Jurisdiction:
F-r P16RCE
14324
File Path:
Is JOB MAFIA I I T�
Rev 1:
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Rev 2:�2�ii wm F� REmo irr
f0ft 11=01AY WIM 11=6 FC
4:
Be.rnic Slpatm:
00-'2018 THIS DRAWING AND ANY PLANS, IDI
ARRANGEMENTS ARE PROPERTY OF TEXAS RE
BWAY HIORRISE D/F CABINET 20
SCALE: 1/2" = 1' 10010 SO. FT. 2
T-01'
Load: 5U% Loo�: 75.6% Load: 7S.6% Load: 75.6% Lmd: 75.6% Load: 75.6% Load: 7&6%
Modulo&- 24 Modulm 36 Modules: 36 Modtdw. 36 Modules: 36 Modules: 36 Modulaw 36
Waft: 31.68 Waft: 47.62 of 60. Weth:47.62&60. Watts:-47.52al6l). Waft 47.52 of 60. Waft- 47M of 60. Waft- 47.52 of 60.
PS'. Prindped 6W PS: Pdndpal BOW PS: PrIndpol 6OW PS: Principal GON Ps: Principal 60w. PS: FWndpal SOW PS: PrtndpW 6OW
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS DIF CABINET.
240 Modulet Prindipal LED - STREET-STIKS Single Sided: HD Heavywqigh . t - PL-OP2.-HW3-P/ST-S,S-60-XX (HD)
316.8 WATTS 7 POWER SUPPLIES TOTAL: PH n.cIpaI120/277V50-60Hz-
TOTAL MODULES: 480 / TOTAL WATTS: 633.6 TOTAL AMPS: 5;28 @ 120V 11.14 @ 277V
w,
LLC. ALL
RIGHTS
RESERVED
B
INS
T=8 BOVIUC
WAS
2211PECERDHOUSTONTX7 705
1 832-727-5415
TEXASREPUBLICSIGNS.00M
cust6mer:
fP 622
Kcidress:
illo * iciNGS MY FORT
PIERCE, FL
City of 3uriscliction:
Fr PIERCE
File Path:
Rev 1:
Rev 2:w�m 4m FAce �o m
FOR SUBWAY ROND SHMI UU5KNq IT
4:
signsture:
SCOPE OF WORK.
C14
cr)
C%j
- REMOVE AND DISCARD EXISTING FLYING J AND SUBWAY SIGNS FROM MID -RISE.
- KEEP EXISITING LED PRICIER FOR RE -INSTALLATION
-ADD TWO (2) VERTICAL PIECES TO EXISTING MID -RISE STEEL STRUCTURE
- MANUFACTURE AND INSTALL ONE (1) FLYING J INTERNALLY ILLUMINATED SIGN FOR MID-
- MANUFACTURE AND INSTALL ONE (1) SUBWAY SIGN INTERNALLY ILLUMINATED SIGNFOR
FLYING J
101-0"
SUBWAY
MID -RISE FRONT VIEW
Scale: 1/4"=l'
140
12"X12"
NEWADDED
SQ. TUBE
124XI2"
SO. TUBE
F G MID -RISE SIGN
'Row Scale, NTS
ED SIGN
ca e: NTS
COLOR CHART
3M #3630-53 CARDINAL RED
3M #3630-33 RED
3M #3630-25 SUNFLOWER YELLOW
3M #3630-IS6VIVID GREEN
WHITE
TM3 11PUIN
merls
2211 PECH RD, HOUSTON TX 7705
3
W JUNGS HWY.FoKr
LCE. FL
V of 3U1
FORCE
14324
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SUBWAY ROAD MGM USUIG M
4:
skmatare:
611DRIS.E D/F CABINET
SCALE: 1 17 41.33 SQ. FT.2
11
THE ELECTRICAL SPECS IN THIS DOCUMENT REPkESENT ONE 61DE OF THIS b1F CABINET.
80 Modules: Principal LEDS- Single Sided HD STREET STIKS Heavyweight- PLmOP2-HW3-P/ST-SS-117-XX (HD)
105.6 WATTS 2 POWER SUPPLIES TOTAL: ALLANSON 126/27-TV 50-60 - H2
TOTAL MODULES: 160 /TOTAL WATTS: 2i 1.2 TOTAL AMPS 1.76 @ 1 20V 10.76 @ 277V
.8%
:40
2.8
c1pd 60w
2211
Address:
100 W IdNGS HWY FORT
PIERCE, FL
City of 36rlsdiction:
Fr PikCE
��Slow
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:40
2.8
dpal BOW
Rev 2w�tm F� Rmo Frr
MR I WB . WAY ROM MGM USING M
Rev'4:
lRev 5:
Brid Sipatm:
9
SCOPE OF - REMOVE AND REPLACE EXISTING SUBWAY FACES
- LED RETRO FIT W/ PRINCIPAL LEDS PROVIDED BY TRS
- MANUFACTURE AND INSTALL (1) ONE SET OF FLEX FACES ATTACHED W/ FC CLIPS FOR SUBWAY ROAD SIGN
SUBWAY
15'-6"
MID -RISE FRONT VIEW
scale: 1/4"=I'
r 22
E)C[S77NG MID -RISE SIGN
Scale: NTS
Ad& PROPOSED SIGN
Scale: NTS
COLOR CHAFrr
3M #3630-156 VIVID GREEN
3M #3630-7S MARY GOLD YELLOW
WHrrE
TMS RIPUBLIC
slows
2211 PECH RD HOUSTON TX 7705
. 832-727-5415
TKKASREPUBLiCSIGNS.COM
Customer:
FLYING I
100 W FUNGS HWY FORT
PIERCE, FL
City of 3urisdiction:
Fr PIERCE
14324
File'Path:
Rev 1:
4:
-ft= FAM �O M
TMS.upnl
slop 3
2211 iECH Pm HOUSTON In
932-727-M5
SUBWAY D/F ROAD SIGN 15'6" X 6'-Q" TEXASREPUBUMGNS.0
Customer:
FLYING-3
-&CALE: -34!�--7J 144,62 -6-0 .-ET.2 #-622
Address:
100 W IdNGS Hwy FoFrr
PIERCE, FL
Cltv of 3�rlwdictlon:
Fr PIERCE
Designer:
VADIM
14324
File Path:
Rev 1:
Rev 4.
E=�
PR
ev S.
Load. 60.0%
Load: 60.0% Lam: rA.0% Load: 66.0%
L0asj;ESb%
Los& 66.0% Load: 66.0% LOW: 66.0% Load: 68.0%
Load: 68.0%
Load: 66.0% Und: 68.0% Load.- 66.0% Load; 66.0%
Lmd: 66.0i;
30 Mod,dm 30
Modulm 3) Modules: 30 Modules:30
Mod�m 30
Modulax 30 ModLdm' 30 Modulas: ao Modulm 30
Modulem 30
MadLdm 30 Modulm' 30 Modulm 30 Moddes: 30
- Modulaw 30
s WattC 39.6
Watts: 39.6 Walts: 39.6 Waft: 39.6
Watts: 39.6
Waft: 39.6 Watts: 39.6 Waft: 39.6 Wattic 39.6
VftttL 39.6
Watts: 39.6 . Wo ft- 3 9.6 Waft 39.6 Wan: 39.6
Wadr. 39.6
pal SOW PS. Pdndpel SON PS: PrIadpal SOW PS: Pflmdpai BOW PS: PdWpal BOW P& P&Wpal SOW PS: Pdndpal 60W PS: Prindpal SOW PS: Prindpal SaW P& PnWpal GaW IPS-. Pdndpol SOW PS: Pifndpal BOW PS.- PdricIpad 6UW PS: PrIndpal SOW PS: Prindpod SOW PS-. Principal BOW
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT SIDE OF THIS DIF CABINET. Date:
Bmid Skntm:
480 Modules: Principal LED -STREET STIKS Double Sided HD Heavyweight - PL-OP2�HW`3-P/STmDS-84-XX (1-11))
633.6 WATTS 6 POWER SUPPLIES TOTAL: Principal 120/277V 50-60Hz
TOTAL MODULES: 480 1 TOTAL WATTS: 633.6 TOTAL AMPS: 5.28 @ 120V 12.28 (g 277V
D2te-.
m i - PROPER GROUNDING ANI
THIS DRAWING AND ANY PLANS, IDEAS OR ARRANGEMENTS ARE PROPERTY OF TEXAS REPUBLIC SIGNS I.I.C. ALL RIGHTS RESERVED BY TEXAS REPUBLIC SIGNS LLC.
WALL SIGN FRONT VIEW
Scale: ln"=11-011
EXISTING BUILDING ELEVATION
Scale:3/16"=l'
IJ1312161 11 Imylyl wes.11ji III& lugm 11 0,11.1-11
COLOR CHART
3M #3630-S3 CARDINAL RED
51,
3M #3630-33 RED
3M #3630-25 SUNFLOWER YELLOW
WHITE
--0.040�X-S'-DEEP PRE-FINS11—
ALUMINUM SIDEWALLS.
-0.053' PRE-FINISHEDWHITE ALUMINUM BACKS.
-3/16"WHITE LEXAN FACES.
-WHITE PRINCIPAL LED MODULES
(P.R-OP2-TW1-P OPTIMA PLUS).
-3M VINYL APPLIED TO FIRST SURFACE
w2-. RETAINER
SIDE VIEW WALL SIGN
PROPOSED BUILDING SIGN
Scale:3/16"=I'
MENTS-ARE PROPERTY OF TEXAS REPUBLIC SIGNS LLC, ALL -RIGHTS RESERVED. BY TEXAS REPUBL
2211
FLYING 3
#-622
Acfdres�:
100 W KINGS HWY FORT
PIERCE, FL
CItV of 3urisdictlon:
14324
File Path:
Rev 1,
4:
slplt�:
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SCOPE OF WORK MANUFACTURE AND INSTALL (3) THREE SOLAR POWER D/F DIRECTIONAL SIGNS
WITH PLASTIC FACES W/ 3M VINYL W/ DIFFERENT LAYOUTS, ALUMINUM SQ. TUBE W/ WITH DIRECT BURIAL
cy
AMINL DIRECTIONAL SIGN
Scale: 3/4"=l'-O"
4-6- V-2- SIDEA
2'-0"
ix
SIDE B
AUTO/RV'S AUTO/RV'S
RV'S
ENTRY/EXIT ENTRY/EXIT
WELCOME WELCOME
TRUCKS TRUCKS
TRUCKS TRUCKS
ENTRY/ T EN4R"Y/EXIT
MATCH PLATE DETAYL
9.
COLOR CHART
3M 03630-53 CARDINAL RED
3M #3630-33 RED
3M #3630-25 SUNFLOWER YELLOW
WHITE
9.00 SQ.FT. 2
�Fj
TIUS RIPU119
BIGN
2211 PECH ED HOUSTON TX 7705
Customer:
FLYING 3
W ICINGS HWY FORT
,C E, FL
V of 3u
PIERCE
W.O. #1
File Path,
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15
SCOPE OF WORK. - IN . STALL (9) SETS OF PUMP DECALS WIT - H NEW FLYING J LAYOUT
Branded Dispenser Visualization
2018 THIS DRAWING AND ANY PLANS, IDEAS OR ARRANGEMENTS ARE PROPERTY OF T1
COLOR CHART
:0 3M 03630-33 RED
3M #.3630-25 S-UNFLOWER YELLOW
WKrrE
0'-46 W
0'-36 'h"
TM81UP911
31610
2211 rECH RD HOUSTON 1
982-727-51415
TEXASREPUBLICSIGNS
Customer:
kYING 3 -
) W IUNGS HWY-FORT
R6E, FL
V of 3urisdiction:
PiERCE
Date Created,.
7/2 4/18
W.O.
14k4
JF721e�ath.':
FORSIJRWAY�WGIKUMGM�
Rev 4:
Dipital Drhited 3M Controltac 180C-10 vi#yl
with luster overlaminate 85.19 Rev 5'.
Masked & prepared for first surface installation
to existing valance-& pump" d6ors Bunle StEntmi:
DIGITAL PRINTED GRAPHICS Date:
Brad Sjga�
P-p- GROUNDING AND BONDING 01' 5'GN]M
GNS LLC. ALL
RIGHTS
RESERVED
BY TEXAS
REPUBLIC
SIGNS LLC.
I ME,.#:-41
!I DENNY'S 24'-0" 01
el FLYING J 24'-0"
PRICIER J 30'-0"
eI SUBWAY 20'-0"
-I
NEW
18" Dia. -.375"
Steel Support Pipe
Transition 1
24"
OAII: 90'-10"
NEW
36"Dia. -.438"
Steel Support Pipe
24"
24"
Transition 2
OAH: 68'-2"
NEW
54"Dia. -.500"
Steel Support Pipe
Transition 3
OAH: 38'-0"
NEW
60"Dia. -.750"
Steel Support Pipe
Transition 4
OAH: 6'-3"
ELEVATION NEW 0�m
66"Dia. -.750"
Steel Support Pipe
ED=
FOOTING MAY BE UP TO 6"
BELOW GRADE.
UNDISTURBED
SOIL
WELD SUPPORTS PRIOR]
10
T
TO POURING FOOTE:R
1 81-0. ff
2500 PSI CONCRETE (MIN.)
TYPICAL OF ONE PIER
SCALE: 3/32" = 1'
6"OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
MAIN POUR
ASCE 7-10,170 mph Wind, Exposure C
This design Complies With the High Velocity
Hurricane Zone Code and with thE d
CAP RING WELD (RIW)
CAP RING (RI)
INTERIOR RING R2)
WELDS (TYR) - PLUG
WELD (112M
LOWER PIPE (LP 0)
TRANSITION (4) W Wide x 2Long Plug Welds (<=24" Ms.)
(6) '/.Wide x T Long Plug Welds (24'to 48'Dia.)
(8) 5/8'Wide x 2-1/2"Long Plug Welds (>48 Dia.)
TRANSITION TABLE
UPO
LP 0
D
RI
R2
R1W
R2VV
1
18"
36"
4.5'
1-1/2"
V
3/8"
318"
2
36"
54"
6.75'
1-1/2"
1"
3/8"
3/8"
3
54"
60"'
7.5'
1-1/2"
7/8"
3/8"
3/8"
4
60"
66"
8.25'
1-1/2"
7/8"
3/8"
3/8"
AUG 2 2 2018
McFarland
rrF
464 N. Hiddenbrook Dr,
Advance, NC 27006
S�cwml Sign Deslg�
Engineering Services
Ph: (281) 813-7439
E=1 sw@sJqn�cboes.wm
Web:�Agnsl,ucWw�
FLYING J 622
Address: 10OWKINGSHWY
Cty/Sfate: Fr. PIERCE, I'L
Client TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
Met Drewing: (41931)
NG Firm Regisbaton: F-I US
Fonda License Number. 61049
a License Wires: Feb. 28,2019
The eledrdeseal appWngon Vs decuent%vas
au"ad.by,* McFadand,PEonAugust22,20I8,
1�1% MCFq
......... .
C�?
\GENS
0. 049
-T IEGF
xv
09 F
NA
1"111110"
88-22-2018
Sheet #: 1 OF 5-9
R,1�111111111"
F ME,#:�4=1831
77
FLYING J
101-01.
SUBWAY
8'-0"
NEW
(2) TS3x3xl /4" Steel
Tube Supports
NEW
(2) TS12xl2xl/4" Steel
C14 Tube Supports
Hill
0 0 EI L
cr)
82 ME
1 12'
3/4' Dia. Hole
1W C.C.
for 618* Dia. Bolt
3116"
518'Thick Steel Plate
PLATE DETAIL
W�=11-0-
A307kichorBolts
A36 Steel Plate,
C
ASCE 7-10, 170 mph Wind, Exposure
This design Complies with the High Veloc�jjty
HurriGane Zone Code and with the
RING WELD [RlW)
RING (FIT
INTERIOR RING (112)
WELDS CrYR) - PLUG
WEUD(R2W)
TRANSITION - PIPESPLICEDETAIL
TRANSITION TABLE
UT I
IT
I LT
I D
� R1 I
R2
I R1W
12" 1
10"
1 12"
11.75'1
1/2 1
3/8"
11/4"
EXISTING - VIF
Ln (2) TS1 2x12x1/4" Steel
C14 Tube Supports FOOTING MAY BE UP TO 6"
FINAL GRADEr',---r BELOW GRADE. I'DIA. HC
It � 1111
H= Rill
UNDISTURBED
SOIL
DETERMINE DEPTH OF -
EMSTING FOUNDATION
WITH PLUMB BOB
6" OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
T-0- MAIN POUR
FINALGRADE 2500 PSI CONCRETE (MIN.)
ELEVATION SCALENTS TYPICAL OF TWO PIERS
SCALENTS
EXISTING - VERIFY IN FIELD
AUG 2 2 2018
t
464 N. Hiddenbrook Dr,
Advance, NC 27006
Struichural Sign Design
S,
Engineering Ser�iccs
Ph: (281) 813-7439
Eml: wir@Rsisitseudules.m.
Web:�signstw�ms.=
FLYING J 622
Address: 10OWKINGSHWY
Cq/Statw. FT. PIERCE, FL
client TEXAS REPUBL10 SIGNS
ENGINEERINGOF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
trutal Dravig: (41831) A
NC Firm Regisbaton: F-1 US
Hodda License Number.
Honda Ucense Expires:
The &WE seal appealing on Us dD=entwis
athi by Seen M. McFadand, PE on August 22.2018.
............
\,\� C E N
ZZ 61049
(D
Ict
L
Date: 8-22-201871
Sheet #: 20F5
J,ME #: 4
'Al
11
B
177 7711
�p
24'-0"
SECTION BB
SCALE 1"= 30"
A) 1 1/2" x 1 10 aluminum square tube with 1/4" wall F) 1/2" thick steel plate
B) 2"x 2" aluminum angle 1/4" wall G) 1/4" thick steel plate
C) .063" thick x 1/2" x 5" x 3"aluminum retainer HI) 1 " hex head bolt,
D) LED module (PL-0P2-HVV3-P/ST-DS-12O-XX (B-SS-D34-120YY) washer, lock washer & nut
E) 1 " dia. #8 rebar
QSign Comp 1 1/2" wedge clamp
J) Cooley Brite Premium (20 oz)
K) .063 thick pre -painted black
aluminum
T
E.Q.
III: J�� I 1 1 L2
ASCE 7-10,170 mph Wind, Exposure C F—
T) Mcfarland
This design Complies with the High Velocity
2017 FBC 6th ed.
Hurricane Zone Code and with the
I � I T 1 '717 TI1TTTTF
464 N. Hidd..brook Dr,
Acl�nce, NC 27006
Structural Sign Design
Engineering Semices
M(M)S13-7439
Ernal sean@egnstucbjres.=
Web;swsipsn�m.wm
OCT 13 2018
FLYING J 622
Addrem 10OWKINGSHWY
cqrstate: FT. PIERCE, FL
client TEXAS REPUBUC SIGNS
ENGNEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
Initial Dmydng: (41831) AS
Added aftachment details: (42198) AB
eInse supportUransition, (422501 AB
Inn & Revised Own.: (42331) AB
NC Firm Registrallon: 1`4136
Flodda License Number. 61049
Acrida 1.1ppnse I'Imims- Feb. 98.2019
The elscbon� seal appearing on Fs documentus
autInorized! bySeah M. McFalad, PEon October 10, 2018.
S <;
"Ij
Date: 10-10-201
Sheet#: 4oF21
I ME,#: 41
C I D
M
WALL SIGN FRONT VIEW
Scale: 1/2"=V-0"
EXISTING BUILDING ELEVATION
Scale:3/16"=l'
-0.040" X 5" DEEP PRE -FINISHED BLACK
ALUMINUM SIDEWALLS.
-0.063" PRE -FINISHED WHITE ALUMINUM BACKS.
-3/16" WHITE LEXAN FACES.
-WHITE PRINCIPAL LED MODULES
(PR-OP2-TW1-P OPTIMA PLUS).
-3M VINYL APPLIED TO FIRST SURFACE
-2" RETAINER
SIDE VIEW WALL SIGN
PROPOSED BUILDING SIGN
Scale:3/16"=I'
ASCE 7-10, WO mph Wind, Exposure C
This design Complies With the High Velocity
Hurricane Zone Code and Vith the 2017 FBC 6th ed.
AUG 2 2 2010
IMcFarlmd1-
I-FFTTT-1 F I j: 1
464 N. Hidde.bmok Dr,
Ad�nce, NC 27006
S�ewral Sign De,sign
Engineering Services
Ph:(281)8*7439
Emasemlles n�wes.wm
t
FLYING J 622
Addnew I00VVKINGSHWY
CrylState. FT. PIERCE, FL
Client TEXAS REPUBLIC SIGNS
ENGINEERING OF
AITACHMENT TO WALL ONLY.
NO CABINET ENGINEERING
OR EVALUATION OFAS
BUILT WALL CONDITIONS
PROVIDED OR IMPLIED.
n1balDwing: (41831)A
NG Finn RegisUatimir F-1136
Florida License Number. 61049
Florida License Expires: Feb. 28, 2019
The electonic sd appearing on Ofs dooment ns
authormoo % an M.Nel'arland, PE on August 22,2018.
'A
<
6 N;19
0'. TATE OF
% 0 R 10
B-22-2018
Sheet#: 301`5 1
1�
ASCE 7-10, 170 mph Wind, Exposure C
This design Complies with the High �
Hurricane Zone Code and with the 2017 11 ad.
Connection Specifications
Attach Cabinet to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications.
Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors.
0
0
0
CONNECTION
31%LIBERTYj
31%k4A)GS
3181,
Liberty Bolts - Don't Overughten
QUANTITY
OLT
ITHRUBOLTS
1
Lags into ZX - Full Tip Penetraton
CALCS
12 1
12
1 8
Thru Bolts Require Continuous 2X orAngle Backers
EXTERIOR WALL WALL
WALL
EXTERIOR WALL
EXTERIORWALL WALL
STRUCTURE
STRUCTURE
STRUCTURE
2X BIL CKING
—N,-r7/
F
STEELANGLE
CABINET BACK----__
CA13INET BACK---,, I
CABINET BACK----__., BLOCKING
LIBERTY BOLT
TIZI 7 7\
LAG BOLT
THRU BOLT
TYPICAL LIBERTY BOLT CONNECTION
TYPICAL LAG BOLT CONNECTION
TYPICAL THRU BOLT CONNECTION
3"=11-0.
1 1 3"=1'-0"
3"=V-0"
AUG 2 2 2018
j
McFarland
T-P'F--T-T--TT 777T—�F F—;
464 N. Hiddenbrook Dr,
Advaam,e, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813 7439
Emad: sem@slignstuouns.om
Web:�signs=kues.=
I
FLYING J 622
Address: 10OWKINGSHWY
Ciny/Sbate: FT. PIERCE, Fl.
Client TEMS REPUBLIC SIGNS
ENGINEERING OF
ATTACHMENTTO WALL ONLY.
NO CABINET ENGINEERING
OR EVALUATION OFAS
BUILTWALLCONDMONS
PROVIDED OR IMPLIED.
Ini Drawing: (4183I)AB
NC Firm Registration: F-11 36
Florida License Number. 61049
Florida License Exl�iifes: Feb. 28,2019
The elecre�c seal appea* an this docurnentwas
authorized by Son M. McFarland, PE an AugusM, 2018.
CE �4
.0s
N S 1049
Ij
CC
U
FA E C)= -1 Z
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0
A A
Date: 8-22-2018
Sheet 4 OF 5
, EM E:#=4 18 3=1
6f8" Dia. Hole
/for a* Dia. Bolt
"I lu v
2"ThickAlum. Plate
Z-1 --'Er 0 1/
PLATE DETAIL
&V=T4,
A307 M� Bette
T6051 AIIII. Plate
4'-6-
ii Di
AUU
[EHV�
WE
m
CD
0 DIRECTIONAL SIGN
OAH: 4'-0"
TA4x4x.349"Alum.
Tube Support
zo
'r
TA4x4x.349"Alum.
Tube Support
SIDEA SIDE B
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ad.
T1 rTT,T
464 N. Hiddenbrook Dr,
Advance, NC 27006
Structural Sign Design
Engineering SeMces
Ph:(281)813-7439
End: sean@sIgnstrueums.mm
Web:,aw.sgnsWcftffes.=
"rr _� \1
Fj
W�� �w
EH]
FOOTING MAY BE UP TO 6'
FINAL GRADE BELOW GRADE.
'"TI = it" .1=
UNDISTURBED
][H 1111 F
-III, = III. - SOIL
6"OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
Z-I FOUNDATION PRIOR TO
2'-0' MAIN POUR
2500 PSI CONCRETE (MIN.)
TYPICAL OF ONE PIER
SCALE: 1/4"= 1'
4UG 2 2 2018
FLYING J 622
Address: 10OWKINGSHWY
cityistate: FT. PIERCE, FL
clent TEMS REPUBLIC SIGNS
ENGINEERING OF
VERTICALSUPPORTAND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
Mal Draing: (41931)A
NC Firm Registration: F-liN
'Ictica License Number.
PorWa License Ex6res:
"i Me i appearingonthisdocumentms
b�iTm','ued'b'�Seasn'M.McFadand. PEonkgot22,2018.
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SURVEMR�g NOTES.
TIRE WORK.
�X �OW HERM MX SU� IN AWOR� � M� Mll� 777� J��E
1. W A�PT W� MDt BY WS � M L�X VN�ND � WV,0R �C� TO
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LAND TITLE
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SFC� 11
15: BOOK 224 M 427 WZ NOT � MSAX7 FAOIVI?TY
2. NO A� W� � BY WE � W L�X UND�ND F007PW OF SUVOINOS
OR � 0I, OR ADM� m 7h� �
L T
SANDALFOOT
PLAZA
76. � �0 m �a ATTwN ��. VmNorz�
P� ORB IM. M 2b73 DOIS NOT SV�ECT �ZRTY
a BMR?� SIAIM HEREW R� M " GRID "MUM Of' N.00 W57T AL� ME �T
RIONT OF WAY MX OF SrAX fiO,(D M. 71Z SMA/f= ARE � ON aORVA VAX �F
PLA T ID�OK 4a PAGE 1,�6
U�7M 19- ORS IBR IfC 2575 zou mr sy�gr �zIITY
UC�77OII ORB 193'. PO 814 NOT AFPWX SUSAEV7 PROPERTY
V�PnON 10.- ORB 1144 PC 2566 - �M P�4RTK. AS �WN ON
COORmfox � � zwe W/W
4 A� �AWIVN ARE �M ON � "M� �� D47VU 0I` 19M
LIL/
PALM BEACH COUNTY
f-LORIDA.
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mcc�fIaf, ZIR ORB I I W6 - AfTwu P�fx' mnofz�
5 � D�CRI� ttW�� BY M�
6. SIX MIX- 105�60 �C = OR 24 44 ACI?0 MORE OR L�
z NIS SIX UZ IN a0OD 20NE 'X'AS S� " /�W MAI � W P�a
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ORB 14 I'G 54 - AFFWU �DW 0�07m�
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8. U411M OF WURSOX17OW W�05. COMM ARNAACt WAM WAM ROn AND OR BOD4� �IfOM M M2
OF WAMP, r �. AI?E NOT �INM BY � Sb�. � S "SO MmlAa IN TkRS TA TF 95
AfFROIRMW �M AGMZ IZR I`O=VX DMIlY OF IVR�ON
9 �M OR �OW TO SV� � IN R� BY OM� 7IM WE �IM PMTY OR
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ta srxmz; A� �v Bw� �ow H� me �m ON �Ar, um� omaImw . . . . . . . .
GRAPHIC SCALE wow IT 0
11. OW�WRP OF SHO� �RMN, IF S NOT ABD� BY WS Sb�.
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I �b SOOV8'39'W 724.47'
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rL N 0
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0
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1.0 M va"'n,
N0OV8'45`E` 60.00'
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'�LrPAII,af,r I "',;I I� ."o "o
MATCH INE MA TCH LINE
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00 1101
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"o -�Ljj
'p "o "Il J U�e 41, 'lot
W� AREA
OWRCROM AREA
N
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10
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2
Z1.
24"
-1
24"
24"
I
Z'
i�j
LIJ
CQ .9?
02
ELEVATION
11 DENNY'S 24'-QL___,,,
FLYING J
PRICIER J 30'-0" D
SUBWAY 20'-0"
ON
M 0
INE
NEW
18" Dia. -.375"
Steel Support Pipe
Transition 1
OAH: 79'-8"
NEW
42" Dia. -.500"
Steel Support Pipe
Transition 2
OAH: 63'-2"
NEW
54" Dia. -.625"
Steel Support Pipe
Transition 3
OAH: 38'-0"
NEW
60"Dia. -.750"
Steel Support Pipe
Transition 4
OAH: 9'-0"
NEW
66" Dia. - .750"
Steel Support Pipe
FOOTING MAY BE UP TO 6"
BELOW GRADE.
UNDISTURBED
MHII SOIL
WELD SUPPORTS PRIOR
TO POURING FOOTER
2500 PSI CONCRETE (MIN.)
TYPICAL OF ONE PIER
SCALE: 3132"= V
6"OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
MAIN POUR
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the Hi h Velo ity
g oc
Hurricane Zone Code and with If 2017 FBC 6th ed
PIPE(UPO)
CAP RING (RI)
INTERIOR RING (R2)
WELDS (TYR) - PLUG
WELD(R2W)
LOWER PIPE (LP 0)
(4) M."Wide x 2"Long Plug Welds (<=24* Dia.)
(6) VWde x T Long Plug Welds (24"to 48' Dia.)
(8) 5/8'Wide x 2-112* Long Plug Welds (>48 Dia.)
TRANSITION TABLE
#
LIPO LP 0
D
R1
R2 RIW
R2VV
1
18" 42"
5.25'
1-1/2"
7/8" 3/8"
3/8"
2
42" 54"
6.75'
1-1/2"
1" 3/8"
3/8"
3
54" 60"
7.5'
1-1/2"
7/8" 3/8"
3/8"
4
60" 66"
8.25'
1-1/2"
718" 3/8"
3/8"
OCT 13 2018
_IFTT FV17-TT-1 i I I I I 1 1
464 N. Hiddenbrook Dr,
Advance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813-7439
Emad: seah@sigRshc1uhn.vxh
Web:�.sign�cures.=
FLYING J 622
Address: 10OWKINGSHWY
Crty]State: FT. PIERCE, FL
aent TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION,AND
CABINETS ONLY.
Intel Dralving: (41831)AB
fiddedatlachmentcletails: (42198)
Revised support & transiton, f422501AB
Revievied & Reirised DM.: f42,nI)A8
NG Firm Regisbation: F-1136
Rorida lJoemse Number. 61049
Porida 1.1cense Expires: Feb. 28. 2019
W electronicseal appming on Nsdocohentm
whkd 4 Solt McFtrrond:P� on October 10,201&
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. . ........ . . V,
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Date: 10-10-2018
Sheet#: I OF 21
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1/2"
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CLOSE UP DETAIL
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'RNAL STRUCTURE DETAIL
Scale: I"=30"
24'-0"
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WE
A) 1 U2" x 1 1/2" aluminum square tube with 1/4" wall E).063" thick x 1/2" x 5" x Yaluminum retainer J) Cooley Brite Premium (20 oz)
B) 2" x 2" aluminum angle 1/4" wall F) 4 hole gang box K).063 thick pre -painted black
C) 2"x 2" aluminum extrusion raceway G) LED module (PL-0P2-HW3-P/ST-DS-12O-XX (B-SS-D34-120YY) aluminum
D) Universal 60w power supply H) 1 " dia. #8 rebar L) 4" dia. louvers
1) 1/2" thick steel plate
4 �5—'.
ASCE 7-10, 170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FEIC 6th ed.
— 4'-0" --
j
!-j�a , I
�' A=
L,CTj f
7
Manliiiintd
I --
464 N. Hiddenbrook Dr,
Ad�nce, NC 27006
Stmcmml Sign D�irrn
Engineming Senrices
Ph: (281) 8134439
Ewe: sew&g��hcWmsmm
FLYING J 622
Address: 10OWKINGSHWY
Cq/State: FT. PIERCE, FL
Client TEMS REPUBLIC SIGNS
ENGINEERNGOF
VERTICAL SUPPORT,
FOUNDATION,AND
CABINETSONLY.
Initial DraWng: (41831)
Added attachment detEils: 142198)A
Revised supood & transifon: A22501 AB
Reviewed & Revised DNq.: (42331)AR
NC Firm Regisbabon: F-1136
Rode Ucense Number. 61049
florida License Expires- Feb 28 2019
The eIe&on1cwaI appeariM on M dnmentwas
authodzedbySea�M.&IcFatnd,PEon0doberlO,201B.
'A I"-)
NS
C3
Uj IDA
6 0�
S
0
10
A) 1 1/2" x 1 1/2" aluminum square tube
B) 2" x 2" aluminum angle 1/4" wall
C) 2"x 2" aluminum extrusion raceway
D) Universal 60w power supply
SECTION BB
24'-0"
SECTION AA
SCALE 1" m 30"
wall E) .063" thick x 1/2"x 5" x 3"aluminum retainer 1 )1" dia. #8 rebar
F) 4 hole gang box J)1/2" thick steel plate
G) LED module (PL-0P2-HVV3-P/ST-DS-120-XX (B-SS-D34-120YY) K) Cat Walk
H) #10 self tapper L) 1/4" thick steel plate
M)1" hex head bolt,
washer, lock washer & nut
N) 1 1/2" x 1 1/2" aluminum angle
0) Sign Comp I 1/2"wedge clamp
ASCE 7-10,170 mph Wind,E olure City
This design Complies with th H�iph Veloc
Hurricane Zone Code and with the 2017 FBC 6th ed.
77
McFarland
-
I , rT-1-177—' I
'Ft_7T_
464 N. Hicidenbruok Dr,
Advance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813-7439
Ewl sean&9nsasc1hffes.wm
Web:�xIgnstuctums.com
FLYING J 622
Addtess: 10OWKINGSHWY
Cftyffitate: Fr. PIERCE, A.
CEent: TEXAS REPUBUG SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
165al DraA�ing: (4121)
Added affachment details: (42198)AB
Revised suppM & transimu r422soi A
Reviewed & Revised No.: (42331)AB
NC Firm Regisirallon: F-1136
Florda License Number. 61049
Florida License Expires: Feb. 28, 2019
The dectWeseal appea* on Us dotxmentsas
auUxited by Se�n M. McFetland, PE on Wober 10, 2018.
A Fj
tz
P) 1" washer
Q) Cooley Brite Premium (20 oz)
R) .063 thick pre -painted black
qlurnill- 2018 Date: 10-10-2018
S) 'o'dia. lo vers
T) 2" x 2" aluminum extrusion raceway Sheet 3 OF 21
I ME#:4
HI -RISE
2n----------------
DESCRIPTION:
A) 2"x 2"aluminurn angle 114"wall
B) Cooley Bribe Premium (20 oz)
C) Sign Comp 1 1/2" wedge clamp
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurdcane Zone Code and with the 2017 FBC 6th ad.
BLOW UP DETAIL
NTS
g�� Locldng Nut
Q77
wedge clamp
Wedge Bolt
Clamp
Teeth
Clip
Wedge
Clamp Bar
E-Hook
FIG.(A)
OCT 13 Ma
�1_ui� I I l��t
Mcfarlmd -
464 N. Hiddenbrook Dr,
Ad�nce, NC 27006
Struetural Sign Design
Engineering Services
Ph: (281) 813-7439
Emq; sezm@sigm�mow
W&.�slqnstuchre%=
FLYING J 622
Addmss: 100WKINGSHWY
C40ate: FT. PIERCE, I'L
Clut TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION,AND
CABINETS ONLY.
Inital Drawing: (M831)
Added attachment details: (42198) AB
RW�d support & tmnsifom f4225MA
Reviewed & Revised Dwq.: (42331)
NC Firm Registmilion: F-IM
Hodda Ucense Number. 61049
Florida License 41res: Feb. 9A 9019
The elecMcseel appearingo Fs dommentwas
aeorized bySean M, McFadad, PEon Cdober 10, 2018.
't 0, f-f4 * 1, "1",
. 01—
t'z:
Ice
J�z 7
918
I MF #: 4
DENNY'S HI -RISE D/F CABINET 24'0" X 91.2"
SCALE: 1/2" = 1' 220.0 SQ. FT. 2
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F CABINET
456 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight - PL-OP2-HW3-P/ST-SS-1 08-XX (HD)
602.4 WATTS 12 POWER SUPPLIES TOTAL: PRINCIPAL 120/277V 50-6OHz
TOTAL MODULES: 912 If TOTAL WATTS: 1204.8 TOTAL AMPS: 10.04 @ 120V If 5.30 @ 277V
7' i'� , , 1 141 1 1 1 177 � � - =
ASCE 7-10,170 mph Wind, Exposure C E
This design Complies with the High Velocity Mffarlwdi-
Hurricane Zone Code and with the 2017 FBG 6th ed.
WFITTTT-7771 F—F7
I ";-I—i
464 N. Hiddenbruok Dr,
Advance, NC 27006
Structural Sign Design
Entrin,,cring Srrvim
Ph: (281) 813 7439
Emal wan@signstudums.curn
Web:Im,signshch�m
OC-1 J 3 20
FLYING J 622
Address: 10OWKINGSHWY
cityistate: FT. PIERCE, Fl.
cuent TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION,AND
CABINETS ONLY.
Irital OfavAng: (41831)A
Added attachment deals: (421981 AB
Revised supoort & transiflom f42250)A
Reviewed & Revised Dwq.: (42331)AB
NC Finn Registrarkm F-1 136
Florida Lioerise Number., 61049
Rrida License Exores: Feb. 28,2019
eleckocic seal appeeng m this docurent was
authorized by Sean M. LIcFadand, PE on October 10, 2018.
N
L
Date: 10-10-2018
Sheet #: 6 OF 21
MF#:4
CLOSE UP DETAIL
NITS
1 �- 0"typi
B
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1 1
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1/2,
i,_k�
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1/2�
36"fyA-
3M 3630-33
RED
,PANTONV
&f235 C
3M 3630-125
GOLDEN YELLOW
INTERNAL STRUCTURE DETAIL
Scale: 1"=30"
24'-0"
0
i A
17 3/8,,��T,,
MA
A) I 1/2"x 1 112" aluminum square tube with 1/4" wall E) .063" thick x 1/2" x 5" x 3"aluminum retainer J) Cooley Brite Premium (20 oz.)
13) 2"x 2" aluminum angle 11/4" wall F) 4 hole gang box K) .063 thick pre -painted black
C) 2" x 2" aluminum extrusion raceway G) LED module (PL-0P2-HVV3-P/ST-DS-120-XX (B-SS-D34-120YY) aluminum
D) Universal 60w power supply H)1" dia. #8 rebar L) 4" dia. louvers
1) 1/2" thick steel plate
/ . 0
---A
D
0%
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with tie High Velocity
Hurricane Zone Code and with th
— 4'-0" —
CCT 13 20
77"T-17TI-MIT _7TT1_1T1_f
464 N. 1-liddenbrook Dt,
Adh,ance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813-7439
Ecotseah@signahchns.can
Weh:mmtsgwAwc1uas.=
FLYING J 622
Addmss: 100WKINGSHM
CWState: FT. PIERCE, FL
CHent TEMS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
Initial Dahtng: (41W)All
Added attachment details: (421981 A
Revised sipped & tianslon, (42250) A
Reviewed & Rersed Dwu: (42331)
NG Fin Registralion: F-1136
Flodda Ucense Number. 61 9
Flaida Ucense Expire bl.11, 2019
TheeletwicRalappeailtloniffskmaiihns
authodadW&mM.McFa4and,PEonftberlO,2018.
C'
v�
C)�
C
oll�
I MF#:4
24'-0"
SECTION AA
SCALE 1" = 30"
i wz x 1 iiz aluminum square tunewitn 1/4' wall tz) Utj;3" tnicl( x Itz" x t- x 3--aluminum retainer 1 1 " dia. ild rebar
2"x 2" aluminum angle 1/4"wall F) 4 hole gang box J 1/2" thick steel plate
2" x 2" aluminum extrusion raceway G) LED module (PL-0P2-HVV3-P/ST-DS-1 20-XX (B-SS-D34-120YY) K) Cat Walk
Universal 60w power supply H) #10 self tapper L) 1/4" thick steel plate
M) 1 " hex head bolt,
washer, lock washer & nut
N) 1 1/2" x 1 1/2" aluminum angle
0) Sign Comp 1 1/2" wedge clamp
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velo6ity
Hurricane Zone Code and with the 2017 FBG 6th ad.
rer"
Brite Premium (20 o7-)
*.Dre-Dainted black
McFarland -
1711"1 171-FT-FFM-TT-iT71-
464 N. Hiddenbrook Dc,
Adwrice, NC 27006
Structural Sign D�ign
Engineering ServicIm;
Ph: (281) 813-7439
Enia sean@s1gcshclum.=
W&.w%s'gnshaIare&=
It
FLYING J 622
Addmss: 10OWKINGSHWY
04]State: FT. PIERCE, FL
CleRt TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAD
CABINETS ONLY.
Mat Drawng: (41a3l)
Added attachment detais: (421981 AB
Revised support & transifon (42250) AS
Revimed & RWsed Dwq.: (42331)AB
NC Fin Regishtom: F-1136
Horida Uicense Number. 61049
Florida License E)#res: Feb. 28,2019
The elechkwal appearh9onFs dwimentwas
euNdd by Sean M. WFadmd, PEon0dober 10,2018.
S
01
z
0 z
r
0 X
FPate-. 10-1 _0-210718�_
1
Sheet #: 8 OF 21
lvj."
I
SECTION BB
SCALE 1" 2"
1/2"
B
G
2 E
I —11-�
u
c
P;Cku
1_77�1
typ
717
---
-------------- 0
tyP._1Q'
24'-0"
SECTION DD
SCALE 1"= 30"
A) 1 1/2" x 1 1/2" aluminum square tube with 1/4" wall F) 112" thick steel plate 1) Sign Comp 1 1/2" wedge clamp
B) 2"x 2" aluminum angle 1/4" wall G) 1/4" thick steel plate J) Cooley Bribe Premium (20 oz.)
C) .063" thick x 1/2" x 5" x 3"aluminum retainer H) 1 " hex head bolt, K) .063 thick pre -painted black
D) LED module (PL-0P2-HVV3-P/ST-DS-120-XX (B-SS-D34-120yy) washer, lack washer & nut aluminum
E) 1" dia. #8 rebar
_F
E.Q.
ASCE 7-10,170 mphi Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC Eth ad.
OCT 13 2018
MMffgand
-
.1 � _1—
1, TINTT777i 1 177-i i i r
464 N. Hidderi Dr,
Advance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813-7439
Email sean@sIgnsmchmescasn
Web;vsvicegnstsetives.com
FLYING J 622
Addresi IOOWKINGSHWY
citristate: FT. PIERCE, Fl.
cuent TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION, AND
CABINETS ONLY.
Initial Drawing: (4%31)
Added attachment details: f42198) AB
Revised support & transiton, (42250)
Revieved & Revised Own.: (42331) AS
NG Firm Registration: F-1136
Florida License Number. 61049
Florida License Expires: Feb. 28,2019
Theekbedc sealappessing on ftdDcumentwas
adorized by Sean M. McFar!and, PE on October 10, 2018.
C)
Qvr
Date: 10-10-2018
Sheet #: 9 OF 21 1
I MEM 4
2"
DESCRIPTION:
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ad.!
BLOW UP DETAIL
NITS
Locking Nut
Wedge Clamp
c
Wedge B 31t
Clamp
Teeth
Clip
Wedge
Clamp Bar
E-Hook
FIG.(A)
A) 2" x 2"aluminum angle 1/4" wall
B) Cooley Brite Premium (20 o7-)
C) Sign Comp 1 1/2" wedge clamp OCT 13. 2018
M�
464 N. Hiddenbrook Dt,
Adcance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 8134439
Emat sear&qnsbucbxes.=
Web:�AgMhchre&cvn
FLYING J 622
Address: 10OWKINGSHWY—
cityistate: FT. PIERCE, Fl.
cuent TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
Initial DraMng: (4183i)AB
Added attachment details: 142198)AB
Revised support & transton (42250t AR
Reviewed & Revised Dwq.: (42331)AB
NC Firm Registration: F-1136
Morda License Number. 61049
Roiida License Expires: Feb. 28 901.9
The dedronic sealappeamij on Ks documentwas
aubfizedlbySeanM. fffMand,FEon0doberl0,20f8.
t_A-
.,v
cft
10
Date: 10-10-20718
01
Sheet#: 10 OF 21
I ME #: 4
FLYING J HI -RISE DIF CABINET 24'0" X W-2y)
SCALE: 1/2" = 1' 220.0 SQ. FT. 2
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS DIF CABINET.
456 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight - PL-OP2-HW3-P/ST-SS-1 08-XX (HD)
602.4 WATTS 12 POWER SUPPLIES TOTAL: PRINCIPAL 120/277V 50-60Hz
TOTAL MODULES: 912 / TOTAL WATTS: 1204.8 TOTAL AMPS: 10.04 @ 120V / 5.30 @ 277V
ASCE 7-10,170 mph Wind, Exposure C
This design CompliesA(ith the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ad.
OCT 13 2913
MCF dF
r g
464 N. Hidd.nbrvok Dr,
Advance, NC 27006
StructuralSign Design
Engineering Services
Ph:(281)813.7439
Emelsear@ejn�cbres.wm
Web: �Xignstuccmmwm
FLYING J 622
Address: 10OWKINGSHM
CqfState. FT. PIERCE, FL
CFient TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION, AND
CABINETS ONLY.
l9al Drawtrq (418311
Added attachment details: f42198)AB
Re4edsupoon0ansitlon (42250t AR
Reviewed & Revised Dwq.: (423311AB
NC Firm Registralion: F-1136
Florida License Number. 61049
Florida License Expires: Feb. 28, 2019
The eledffc seal appeariRg an th!s dam ment was
authorized bj Sean M. McFada nd; PE w October 10, 201 B.
10
Date: 10-10-2018
Sheet#: 11OF21 ]
I MF_ #: 4
T
T-6"
I
SCALE I" = 50"
leffl-1111111
FRONT ELEVATION
SCALE 1" = 50"
T
6'-0"
v
42"dia.
ASCE 7-10,170 mph Wind, Exposure C
This design Complies With tie High Velocity
Hurricane Zone Code and with the 2017 FBC 61h ad
DESCRIPTION: -FRONT ELEVATION
A) Diesel/Unleaded green & red LED Display SCALE I" = 50"
B) 1/2" thick steel plate
C) 42"dia. -.500" steel support pipe
D) 2" x 2" steel angle 1/4" wall
McFarlimid-
71"T777177-1 7717TTFI I 1 1
464 N. Hiddenbrook D�,
Advin%c., NC 27006
Structural Sign Design
Engineering Servir.
Ph: (281) 813-7439
Emad: semWqns4ud=s.wm
Mb:�Aiinv,ticiN�vom
FLYING J 622
Address: IODWKINGSHWY
Ciry/State: FT. PIERCE, Fl.
Coot TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
linitialDrwing: (41831)A
Added attachment details: (42198)AB
Revised supoort & Imisifoin (422501 A
Reviewed & Revised Dwq.: (423311 A
NC Fin Registratan: F-1136
Florida lJoense Number. 61049
Florida Hcense Exiiiires: Feb. 28,2019
The dect000 sesl appeating an ths docureat was
autrorized by Sean M, 'Mda tuid, PE on Wober 10, 201 B.
1 tit
0,
OCT 13 2018 Rate: 10-10-2018
Sheet 12 OF 2
I'ME #: 4
CLOSE UP DETAIL.
NTS
I
20'
A) I 1/2"x 1 1/2" aluminum square tube with 1/4" wall E) .063" thick x 112" x 5" x 3"aluminum retainer J) Cooley Brite Premium (20 oz.)
B) 2" x 2" aluminum angle 1/4"wall F) 4 hole gang box K) .063 thick pre -painted black
C) 2" x 2" aluminum extrusion raceway G) LED module (PL-0P2-HVV3-P/ST-DS-120-XX (B-SS-D34-120YY) ) aluminum
D) Universal 60w power supply H)1" dia. #8 rebar L 4" dia. louvers
1) 1/2" thick steel plate M) #10 self tapper
ASCE 7-10,170 mph Wind, Exposure C
This design Complies wit
Hurricane Zone Code and with
5'-0"
19, �-30'L—�
31D
OCT 13 2018
71"FI-1- I T I—FFF IT T-JT!-F
464 N. Hiddenbrook Dr,
Advance, NC 27006
Structural Sign Design
&L
Engineering Ser�ices
Ph: (281) 8134439
E=1 �w&gnshuchres.w.
Web:�signsh�es.wm
FLYING J 622
Addhess: IOOWKINGSHWY
Ci�/Stav Fr. PIERCE, FL
Ckea TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION,AND
- CABINETS ONLY.
IrOal vrowq: (41831)A
Added affachnnent details: (42198) AB
Revised supoon & transiflon, 142250) A
Reviewed & Revised Dwq.: (42331)AB
NC Firm Registration: F-1136
Ronda Iioense Number. 61049
Hodda License Expires: Feb. 28,2019
The appeaiN ontis damentwas
aubtun! by Sean M. McFaland, FE on Cd&r 10, 20%
S—
C�
Faa —te 10-10-2018
Sheet #: 13 OF 21
I M�E#:42331
91,
T
5'-0"
9"
k
1
l�-531 'steel plate"
1 19 412'd'i.----)-1 �
SECTION AA
SCALE I" = 30"
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBG 6th ed.
1 112" x: 1 1/2" aluminum square tube with 1/4" wall E) .063" thick x: 1/2" x 5" x: 3"aluminum retainer J )1" dia. #8 rebar M) 11" hex head bolt,
2" x Z' aluminum angle 1/4" wall F) 4 hole gang box K) Cat Walk washer, lock washer & nut
2" x 2" aluminum extrusion raceway G) LED module (PL-OP2-HW3-P/ST-DS-120-XX (B-SS-D34-120yy) L) 1/4" thick steel plate N) 1 1/2"x 1 1/2" aluminum angle
Universal 60w power supply H) #10 self tapper 0) Sign Comp 1 1/2"wedge clamp
1) 1/2" thick steel plate
TIT
T
;MMcFarhndl-
IFTrrF-T7-TlTTTTT T-77-1 Fl-
464 N. Hiddenbrcok Dr,
Advance, NC 27006
Structural Sign Design
Engineering Services
Ph; (281) 813-7439
Eml: sean@signshchums.on,
Web:�Agrsbuctwes.crwn
FLYING J 622
Add�-. 100WKINGSHWY
ctyistaic FT. PIERCE, FL
Client TEXAS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
lni!ial Dmwng: (419311
Added attachment details: (42198) AB
Revised support & transitlon: (42250) AB
e s M.:
NC Firm Registrafion: F-11 36
Hodda License Number. 61049
Horida Uoense Expires: Feb. 28,2019
The dechnic seal appearing on M docurnent %vas
atoriod by Sean M. McFadand, PE on Ofther 10, 20 18.
c� S
01 1" washer 11 ;! .... 110
Q) Cooley Brite Premium (20 oz)
R) .063 thick,
rl�dWde
- ruR gdl[]L� MdUK
9'4p' 6. louvers
Date: 10-10-201781
Sheet#: 14 OF 21
I ME#:4
5'-0"
if 91,
k
8'steei Pia 30
42'c'urs.
SECTION BB
SCALE I" = 30"
SECTION BB
SCALE I" = 21,
�— 2"---�
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with Die High Velocity
Hurricane Zone Code and with the 2017 FEIC 6th ed.
A) I 1/2"x 1 1/2" aluminum square tubewith 114"wall F) 1/2" thick steel plate 1) Sign Comp 1 112" wedge clamp L) 1 1/2" x 1 1/2" aluminum angle
B) 2" x 2" aluminum angle 1/4"wall G) 1/4" thick steel plate J) Cooley Brite Premium (20 oz.)
C) .063" thick x 1/2" x 5" x 3"aluminum retainer H) 1" hex head bolt, K) .063 thick pre -painted black
D) LED module (F`L.-CF`2-HVV3-P/ST-DS-120-XX (B-SS-D34-120YY) washer, lock washer & nut aluminum OCT 13 2018
E) I" dia. #8 rebar
M , , �77
Ll McFulandi-_
464 N. Hiddenbreok Dr,
Adwrnce, NC 27006
structural Sign Design
r.
Engineering Services
Ph:(281)B13-7439
Emil sean&grshx6m.=
Web:�.signshcuzes,asn
FLYING J 622
Address: 10OWKINGSHWY
City]State: FT. PIERCE, Fl.
Client: TEXAS REPUBLIC 81GNS
ENGNEERING OF
VERTICAL SUPPORT,
FOUNDATIONAD
CABINETS ONLY.
Initial Drinving: (419311
Added atacbment details: (42198) AB
Raised support & transitiom (42250) A
Reviewed & Revised Dwq.� (42331)AB
NC Firm Regishbon: F-111 36
Florida License Number: 61049
Florida License Expires: Feb. 28,2019
The decuoriG seal appearng on M document ms
aufirzidl by Sam M. McFadard, PE on October 10, 2018.
oz
M
1187
I ME #: 4
HI -RISE SIGN
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ed.
BLOW UP DETAIL
NITS
g� Locking Nut
Wedge Clamp
Wedge Bolt
Clamp
Teeth
Clip6
Wedge
Clamp Bar
E-Hook
FIG.(A)
OCT 13 2018
McFarland
464 N. Hiddenbrook Dr,
Advance, NC 27006
Structural Sign D�ign
Engineering Services
Ph: (281) 8134439
Ewa: sew@s1gnshcoues.=
Wab:�.Wasvucares.=
FLYING J 622
Address: ICOWKINGSHVVY
Ci�lState: Fr. PIERCE, FL
ojent TEMS REPUBLIC SIGNS
ENGINEERINGOF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
tribal Downg: (41931)
Added affachmant deters: (42198)A
Revised supocxt & trans'kn� (422501 AB
Reviewed & Revised Wq.: (42331)AB
NG Firm Registration: F-1136
Norda License Number: 61049
Harrida License Expires: Feb. 28. 2019
The elecronic seal appeadag on Ufa dDcumentwas
aukrind by Sam M. McFarland, PE an October 10, 201&
C
0-
.2�� z-
N
<
Date: 10-10-2018
Sheet #: 160F21 I
I M.E #: 42331 1
H
R1
LO
N
ELEVATION
FLYING J
101-011
SUBWAY
8.-011
K
9910munly
L6
UHL
0, ME3 MO
(4) 1/2' Drilled &Tapped Bolts, Each side,
Subway/Unleaded/Diesel cabinets each
NEW
(2) TS3x3xl 14" Steel
Tube Supports
NEW
(2) TS12xl2xl/4" Steel
& Tube Supports
EXISTING - VIF
(2) TS12xl2xl/4" Steel
Tube Supports
FINAL
i
CABINET
FRAMING
114- V
��wmvAf&Aum
M C-11
ill
ANGLI/ �SUPPCIRT
H-FRAMING TUBE
DETAIL - PLAN VIEW NTS
12" 314. Din. Hole
in- , � /for 518* Dia. Bolt
PLATE DETAIL
AWAnchorlad�
A36 st.0 pi.t.
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ed.
TRANSITION - PIPE SPUCED&7AIL
TRANSITION TABLE
UT
I IT
I LT
I D
I Pit I
R2
R1 W
I
I R2W
1 12" 1
10"
1 12"
11.75'1
1/2 " 1
3/8�
1/4"
1114" 1
FOOTING MAY BE UP TO 6"
FINAL GRADE BELOW GRADE.
millmil 11111MIll,
UNDISTURBED
SOIL
1" DIA.
DETERMINE DEPTH OF - 0
EXISTING FOUNDATION
WITH PLUMB BOB
6" OF CONCRETE OR
61 PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
T-0- MAIN POUR
2500 PSI CONCRETE (MIN.)
TYPICAL OF TWO PIERS
SCALE:NTS
EXISTING - VERIFY IN FIELD
toicyo,
OCT J 3 2018
464 N. 11iddenbrook Dr,
Ad�nce, NC 27006
Structuml Sign Design
Engineering Services
Ph:(ZBI)813.7439
Enaa: sean@ssnsbuclu�cxn
FLYING J 622
Address: IOOWKINGSHWY
cftyistate:. FT. PIERCE, FL
Clent TEXAS REPUBLIC SIGNS
ENGNEERING OF
VERTICAL SUPPORT,
FOUNDATION,AND
CABINETS ONLY.
Inital DravAng: (41831)AB
Added attachment details: (42198)AS
Revised supoort & Inansilion, (422501 AR
Reviewed & Revised Own.: (42331)AB
NC Firm RegistraUon: F-1136
Florida License Number. 61049
Ruda License Expires, Feb. 28,209
ThedKbDNcsedappea&gonMdomontwas
authorized by Sean K McFdand, PEon0cloberI0,2018.
0
4-1
L
5`1
I ME#: 4
CLOSE UP DETAIL
3'-0"
FRONT ELEVATION ELEVATION
Scale: I"=16"
A) 1 1/2" x 1 1/2" aluminum square tube with 1/4" wall F) 4 hole gang box
E) 2" x Z'aluminum angle 1/4" wall G) LED module (F`L-0P2-HVV3-F`/ST-DS-120-XX (B-SS-D34-120YY)
C) 2" x 2" aluminum extrusion raceway H) #10 self tapper
D) Universal 60w power supply 1) 1/2" thick steel plate
E) .063" thick x 1/2"x 5" x 3"aluminum retainer
Scale: I"=16"
J) 1/4" thick steel plate
K) 1 " hex head bolt,
washer, lock washer & nut
L) 1 1/2" x 1 1/2" aluminum angle
M) Sign Comp I 1/2"wedge clamp
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with 0
M''
0) .177 white makrolon plastic
P) .063 thick pre -painted black
aluminum
Q) 4" dia. louvers
OCT 13 Z018
[WcFarlandl-
464 N. Hiddenbmok D�,
Advance, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 81W439
EMa:5e"@51gn$hftM.=
Web:wm�1gnsWct.av&wnn
t
FLYING J 622
Addrm: 10OWKINGSHWY
Citylstay. Fr. PIERCE, FL
client TEXAS REPUBUG SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
hbal Drawing: (4193i)AB
Added aftachment details: (42198)AB
Revised support & transiton: (422501 A
Rmewed & Revised No.: (42331)A
NG Fin Regisbaflim: R M
Honda Utoemse Number. 61049
Florida License 4ires: Feb. 28,2019
The AclroxlK snI appearing on tins docurnentms
autlbodzed by Sean M. McFadand, PE on Wober 10, 2018.
, 9';C�
Date: 10-10-2018
Sheett 18 OF 21
ME #: 42331
FLYING J MIDRISE D/F CABINET 10'0" X 41-411
SCALE: 1 " =I' 43.33 SQ. IFT.2
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS DIF CABINET
80 Modules: Principal LEDS -Single Sided HID STREET STIKS Heavyweight - PL-OP2-HW3-P/ST-SS-117-XX (HD)
105.6 WATTS 2 POWER SUPPLIES TOTAL: ALLANSON 120/277V 50-60Hz
TOTAL MODULES: 160 / TOTAL WATTS: 211.2 TOTAL AMPS: 1.76 @ 120V 10.76 @ 277V
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 FBC 6th ad.
).8%
;: 40
2'8
cipal 6OW
).8%
,:40
2.8
dpal6GW
OCT 13 2018
I �..
FmcFArbndj--
77"MTI 1TTI7_T1—,_T_i—, T F
464 N. Hiddenbrook Dr,
Advance, NC 27006
Structural Sign Design
Engineering Ser�iccs
M (281) 813-7439
Ewl:
Web.wcs1gn%ti&re&co.
FLYING J 622
Address: IOOWKINGSHWY
cryistate: FT. PIERCE, FL
cuent TEMS REPUBLIC SIGNS
ENGINEERINGOF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
Wal Dra%ving: (411131)
Added attachment details: (42198) AS
ReMsed second & Iransiton: (42250)
Reviewed & Revised Dan.: (42331) AB
NG Firm Registration: F-11 36
Rodda License Number. 61049
Porida License Expires: Feb. 28, 2019
The electronic sea] appetring on tis doolonent was
autorized by Sean M. McFarland, PE on October 10, 2018.
3E
C�
C
.Date: 10-10-2018
Sheet 19 OF 21
MEM 4
CLOSE UP DETAIL
NTS
ASCE 7-10,170 mph Wind, Exposure C
This design Complies Wth gie High Velocity
Hurricane Zone Code and Wth It
FRONT ELEVATION SIDE ELEVATION
Scale: 1"=10"
DESCRIPTION:
Scale: I"= 10"
A) 1 1/2"x 1 1/2" aluminum square tubewith 1/4"wall F) 4 hole gang box J) 1 1/2" x 1 1/2" aluminum angle
B) 2" x 2"aluminum angle 1/4"wall G) LED module (PL-0P2-HVV3-P/ST-DS-12O-XX (B-SS-D34-120YY) K) .177 white makrolon plastic
C) 2"x 2" aluminum extrusion raceway H) #10 self tapper L) .063 thick pre -painted black aluminum
D) Universal 60w power supply 1) 3/4" hex head bolt, M) 4" dia. louvers
E) .063" thick x 112" x 5" x 3"aluminum retainer washer, lock washer & nut N) # 10 self tapper OCT 13 2010
-TTTTTTT-17TT-T7--1F—T-FTFT-
464N.1fiddenbrookDr,
Advance, NC 27006
Structural Sign Design
Engineering Suviees
W(281)813-7439
Emat sear@sIgnslouctures.
Web;�,dgnsbv�e&com
FLYING J 622
Address: 10OWKlNGSHWY
CrylState: Fr. PIERCE, FL
Chent TEMS REPUBLIC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATIONAND
CABINETS ONLY.
Inital Draynng: (41831)
Added attachment detals: (42198) AB
Rev�sed support & tronsMon, (422501
Reviewed & Revised No.: (423311AB
NC Firm Registaton: F-11 36
Horida Unanse Number. 61049
Rorida Ocense Expires: Feb. 28,2019
The decoWc seal appearing on U dpornentwas
oubrized by Sean M, McFadand, PE on October 10, 201 B.
Date: 10-10-20718
I ME#:4
SUBWAY MIDRISE D/F CABINET 71-11 1/23) X 2Y.611
SCALE: 11" = V 19.89 SQ. FT.
Load: 39.6%
Modules: 18
Watts: 23.8 of 60.0
PS: Standard 60W
Load: 39.6%
Modules: 18
Watts: 23.8 of 60.0
PS: Standard 6OW
Load: 39.6%
Modules: 18
Watts: 23.8 of 60.0
PS: Standard SOW
THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F CABINET.
54 Modules: Principal LEDS - Single Sided HD STREET STIKS Heavyweight - PL-OP2-HW3-P/ST-SS-96-XX (HID)
142.6 WATTS 3 POWER SUPPLIES TOTAL: Principal 120/277V 50-6OHz
TOTAL MODULES: 108 / TOTAL WATTS: 285.2 TOTAL AMPS: 2.37 @ 120V 11.02 @ 277V
ASCE 7-10,170 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code and with the 2017 F13C 6th ed.
OCT 13 2018
464 N. 11iddenbrook Dr,
Ad"n.e, NC 27006
Structural Sign Design
Engineering Services
Ph: (281) 813-7439
Eml: sezn@�ignft�remm
FLYING J 622
Addmss: 10OWKINGSHM
CityiState: Fr. PIERCE, FL
Cient TEXAS REPUBUC SIGNS
ENGINEERING OF
VERTICAL SUPPORT,
FOUNDATION, AND
CABINETS ONLY.
Irdbal Drawiiig: (41831)A
Added aftachment details: (421981 AS
Revlwd support & transTon, (42250)A
Reviewal & Revised Dwq.: (423311 AS
NG Firm Registratim: F-1136
Florida Ucimse Number. 61049
Florida Uoense bores: Feb. 28,2019
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Date: 10-10-2018
Sheet#: 21 OF 21
TRUS 31111PUB119
3111113
2211 PECH ED HOUSTON TZ 7705
832-727-5415
TMWREPUBLICSIGN6.0011
Customer:
FLYING I
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:RCE, FL
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(fy_-)'2018 THIS DRAWING AND ANY PLANS, IDEAS OR ARRANGEMENTS ARE PROPERTY OF TEXAS REPUBLIC SIGNS LLC. ALL RIGHTS RESERVED BY TEXAS REPUBLIC SIGNS LLC.