HomeMy WebLinkAboutConstruction Planst
42
NW
- 1 N6•,•oa':sy 126.15! (A)103.70
\ \ N. rah,", 1. tit P
\ T.
Lai
20' UC 3, PB 40,-
_ PGS 37,37-•A•37-B
/L!j II McDONALD s ---
\ ' PARCEL. ID: 3422--802--0005•-000-
\i OWNER: XENON S A
ADDRESS: Y628 S US HIGHWAY 1
PORT ST. LUCIE, FL
2
I\ L. J ssr
- _- -- 12' DE, PB
PGS 37, 37-A
(10�
s
'2mN
S68947'46",fit
S68'49'56"W
2 —---- " —
OVERALL SITE PLAN
11•x17'SCALE: 1•=26'
I STORY CBS a
Fr-tLEV-17.97'
PROPOSED PRE -ORDER
MENU BOARD #1
(SINGLE LCD SCREEN)
P8
288.03' (A)
287.92' (C)
V. V.
MIA
—�0..' DE PB 40
'OS 37,' 37--A, 3
fmM
k4�
PROPOSED ORDER
MENU BOARD #3
(DOUBLE LCD SCREEN)
UE 2, P8 40,
37.37-•A,37-8
)SED PRE-ORDE
BOARD #2
E LCD SCREEN)
N 9
N
V 1l
w
- - I
Ir1H /
02/24/20
RAPHAEL MOHAMED• P.E.
FLORIDA NO. PE 184334
;,N
a
rI
SUBMITTALS
DATE UESCRIHTON REV ISSUEDBY
02Q4M CONSTRUCTION 0 RM
DRAWN BY: CJS
CHECKED BY: JFS
APWD BY: RM
MINE PROJECT NO: 18884-AEC
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE CR MY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
PREPARED FOR:
McDonald's USA, LLC
2111 Mr ONALDSORNE
OM BROOK IL 60523
PREPARED FOR:
aw
3210 LAIC EMMA ROAD
LAKE MARY. FL 32746
PREPARED BY:
A a sTe c
Network Solutions
507 AIRPORT BLVD. SURE 111
MORRISVILLE. NC 27W
' I MCDONALDS SITE ID:
` FEDERAL
48 AT&T SITE ID:
NSN22447
SITE ADDRESS:
7626 S. US HWY 7
PORT ST. LUCIE, FL 34983
EXISTING
McDONALDS
SHEET TITLE
SITE PLAN OVERLAY
SHEET NUMBER
SPA
SIGN CABINET
DESIGN BY OTHERS
4'-10"
i s z
TOP VIEW
4'-10"
AREA OF SCREEN
WITH BEZEL
0.92M EACH
[9.9ft]
FAREA OF SCREEN
ITH BEZEL
.92M EACH
[9.9ft]
ELECTRICAL/ILLUMINATION
DESIGN BY OTHERS 11
ALL STEEL SHALL BE
HOT DIP GALVANIZED.
OVER
7TURN 1 ,.
MENU BOARD
DESIGNED BY
OTHERS
8
9.8"x3.9"xO.20" FABRICATED
STEEL COLUMN
BASE RATE COVER
SLOPE TO SHED
WATER
s
8
8
N
\�(3)#3 REBAR 12" O.C.
(3 IN TOP 5" SUPPLIED /��\\�
BY GEN. CONTRACTOR)
a.
%
w
N
a
(4)"0x44" LONG
a
N
ANCHOR ROD W/NUT
w
Q.
°
& WASHER (GALV.)
2'-0" DIA.
FRONT VIEW
(4)#5 REBAR
(EQ. SPACED)
SUPPLIED BY
GENERAL CONTRACTOR
3" MIN. CONCRETE COVER
2'-0" DIA.
Notes:
1. Design Criteria:
Building Code: 2017 Florida State Building Code, 6th Edition
Model Code: IBC 2015
Environmental Code: ASCE 7-10
Ultimate Wind Speed: 160 MPH Exposure C
Category II
2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to
placement of concrete. In the event that the stated requirements are not met and conditions appear
deleterious, cease and secure excavation and immediately contact THE CLIENT.
3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf
per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not
adversely affected by a I' motion at grade are permitted to be designed using twice the tabulated
value of the corresponding soil class.
4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a
competent Professional Engineer. Do not place foundation in fill.
5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi.
6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with
ASTM 305. Welding of reinforcement is prohibited.
7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion.
8. Al support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a
minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield
strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36.
9. Steel welds shall be made with E70Xx electrodes by persons qualified in accordance with AWS
standards within the past two years.
10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts
shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All
high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise.
11. This engineer will not be responsible for safety on jobsite before, during, or after the installation
of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the
installation of this structure is completed using methods that fully comply with OSHA regulations.
12. Any deviation from this design or from any part of this drawing without prior written consent of this
engineer voids this drawing in its entirely.
13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be
used at any other location.
NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE.
I McDONALDS'S # 22447 — DOUBLE FACE MENU BOARD
o
7626 S Federal Hwy., Port St. Lucie, FL
j I AT&T Services, Inc.
I 308 S Akard Street
Dallas, TX 75202 USA
SIDE VIEW I - Zo
n•. do"minb ma fwbma•da d Va D#we s
eeMco for an ad* wb rasped to ft Ne;L
N FnOmff Ad -lob of common law, ddafay
oaf oVw mearwd rft M",q tl• W,,JpL SHEET
Thry am nd to be and far am Dmpom by am, 2
d w perry m1fdo of the ampe d Ws vA
mu"d C• sift& •am caamen of Ua Fn9bma. 3
THE KACHELE GROT TP
Consulting Engineers
10001116W Hmrsc H<ad I'. &%316-7111
Sims 106 F&i6.; trr7112
By
IX. PROJECr No. at180155
Bare 12-20-2018 ""'MN';
Na.ASM 7-10
FOUNDATION SCHEDULE
ULTIMATE WIND SPEED
(SEE GEN. NOTES)
FOOTING DEPTH
D1
D2
110
3'_611
31_611
115
3,-6if
3,_6„
120
31_611
3,-6„
130
3'-6if
3'-921
140
3'-611
4'-0$3
150
3'_6„
4'_4"
160
3,_6if
4,-611
170
3'-9"
4g»
180
4'-001
5'_0if
J°0 HW HEX
NUT (GALV.)
i°0x44° LONG
ANCHOR ROD
(GALV.)
J"O HW HEX
NUT (GALV.)
ANCHOR BOLT
DETAIL
1
--------------
4° L 4"
. 0 . BASE RATE DETAIL
_j° THICK STEEL
BASE RATE
(4) b°xq' SLOTS ON AN
11}°0 PATTERN
9.8'0.904.20° FABRICATED
STEEL COLUMN
�. /GUSSET TO
TUBE TO
RATE T1P.
OVER N
TURN 9.8'0.944.200 FABRICATED
STEEL COLUMN
OROD
;°0 x 44° LONG ANCHOR
ROD W/ WASHERS & NUTS
�i x a STEEL BASE
6rANCHOR BOLT
44° LONG ANCHOR PROJECTION DETAIL
W/ WASHERS & NUTS
SECTION A —A
kWA=
sae
1 �
These Eoem e* mn V4b w tB of the Eag 9W,
mvice 1R un adej' eb raSPmt to he Plalaaf.
The Wiewev ski mta:n ca aonamm kAdWo7
aM otlun ream! d¢ib, ududnP the agyripAt
ZY m M fa b urod b ory pmpoy yy arry
cum Pady Mdde of the uoope of M nary
.HAM the spedit mttm omad of We Eruf W
McDONALDS'S # 22447 — MENU BOARD DETAILS
7626 S Federal Hwy., Port St. Lucie, FL
CUM.
AT&T Services, Inc.
308 S Akard Street
Dallas, TX 75202 USA
THE KACHLLR GROJTP
Consulting Gngineeni
1000A%1iie Hmxe Read C: 8564S1ti7111
Suite 106 F. 85fi316i7112
i.mhce\ XJ 08013
IEE 3 BV V.E.B. PROJECT —NO. at180155
ir 3 DATE 12-20-2018 BRavnNc NO. �_to
EXISTING SERVICE METER
FIELD VERIFY EXACT
EXISTING POWER
EXISTING 225A BREAKER
PANEL .CBB- INSTALL (2)20A
SINGLE POLE BREAKERS IN
AVAILABLE SLOT #21 & #23
PULLBOX FOR CONTROL
FIELD VERIFY EXACT -
LOCATION
3/4'0 SCH. 40 CONDUIT W/ 4# 12 &
14 12 GND. AND 1# 12 ISOLATED
GND. TO CP TO POWER MENU
BOARDS AND MEDIA PLAYERS
EXISTING DISCONNECT
FIELD VERIFY EXACT
LOCATION AND SIZE
McDONALDS
SWITCH PULLBOX FOR
_ CONTROL FIEL
VERIFY EXACT
LOCATION
CH. 40 CONDUIT FOR
DATA CABLES
1_,
-`7 JUNCTION BOX
PROPOSED 1 JBOX
JUNCTION BOX JBDX LTJ 314'0 SCH. 40 CONDUIT W/2#12
4 1# 12 GND. AND 1412 ISOLATED
I�GNO. TO CP TO POWER MENU
I BOARDS AND MEDIA PLAYERS
3/4.0 SCH. 40 CONDUIT W/ 2# 12 &
1# 12 GND. AND 1# 12 ISOLATED
GND. TO CP TO POWER MENU
BOARDS AND MEDIA PLAYERS
PROPOSED
ISOLATED GROUND
ISOLATED
PROPOSED
SIGN #1 MENU
BROWSER
BOARD (SINGLE
LCD SCREEN)
1-114'-0 SCH. 40 CONDUIT
I FOR CAT6 DATA CABLES
ISOLATED GROUNE
1-1/4'0 SCH. 40 CONDUIT
FOR CATS DATA CABLES
PROPOSED
SIGN #2 MENU
BROWSER _____
BOARD (SINGLE
LCD SCREEN)
PROPOSED
ISOLATED GROUND
ELECTRICAL ONE -LINE DIAGRAM
11'x1r SCALE: N.T.S.
1-114'0 SCH. 40 CONDUIT
i-_FOR CATS DATA CABLES
—PRIM—ARY—
I LANE
PROPOSED
SIGN #4 ORDER
MENUBOARD
(DOUBLE LCO
SCREEN)
i 1# 12 SCH. 40 AND 1# UIT W1 12ISOLA 12
ISOLATED
1#t2GND. AND 1#1ER ME U
JBO I BOARDS GND.TOCP MEDIA LMENU
,_J BOARDS AND MEDIA PLAYERS
JBOX
SECONDARY
LANE
PROPOSED
SIGN 43 ORDER
�._ MENU BOARD
(DOUBLE LCD
SCREEN)
PANEL USAGE DATE:
I VA
CUNT 1 NONC
TOTAL 1.25%cont+Donc
AI
9700 I 0
12125
B
IZUU 0
10250
C
9300 1 0
11625
TOTAL USED:
REMAINING AVAILABLE:
LCD SCREEN DISCOf1
11-x17' SCALE: N.T.S.
PANEL SCHEDULE
11'x17' SCALE: N.T.S.
ELECTRICAL NOTE:
COATES OUTDOOR DISPLAY UNIT,
MODEL #: CD-0DT-02S521)
SUPPLY: 110-240V AC, 13.5A, 50-60FIZ
UL USTING: CUL50950.1 (GO)
NEC-2014 & FBG2017, 6TH EDITION
LANDSCAPING NOTE:
REQUIRED LANDSCAPE WILL BE UNDISTURBED
OR WILL REPLACE LANDSCAPING PER CODE
WITH MULCH
CAT6 CONDUIT SCHEDULE
ROUTE
ELECTRICAL CONDUIT SCHEDULE
CONDUIT:
1 LENGTH
TYP. 150' END TO END
LENGTH
CONDUIT:
2'0 SCH. 40
50'f
FROM PANEL TO PULLBOX
50't
W4.0 SCH. 40
1-1/4'0 SCH. 40
1 20't
TO ODMB 1 PULLBOX
20't
3W 0 SCH. 4D
1-1/4°OSCH.40
20'3
FROM ODMB 1 TO PRE —BOARD 1
20'i
314'0 SCH. 40
1-1/4"OSCH.40
1 20'i
FROM ODMB 1 TO PULLBOX
20'3
314'OSCH.40
1-1/4°OSCH.40
20't
FROM PULLBOX TO ODMB 2
20'i
1 3/4'OSCH.4D
1-1/4°OSCH.40
20'3
FROM ODMB 2 TO PRE —BOARD 2
20'f
1 3/4'0 SCH. 40
0
N
I
'i
n
Jn
02/24/20
RAPHAEL MOHAMED. P.E.
FLORIDA NO. PE 184334
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
0W4= CONSTRUCTION 0 RM
DRAWNBY. CJS
CHECKED BY: JFS
APPVD BY. RM
MNS PROTECT NO: 18884-AEC
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR My PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NEMORK
SOLUTIONS IS PROHIBITED.
PREPARED FOR:
McDonald's USA, LLC
2111 McDONALDS ORME
OAK BROOK, IL 60523
PREPARED FOR
11
at&t
3210 LAKE EMMA ROAD
LAKE MARY. FL 32746
PREPARED BY:
AasTec
Network Solutions
5D? AIRPORT BLVD, SURE nt
MORMSVILLE,1402756U
MCDONALDS SITE ID:
FEDERAL
AT&T SITE ID:
NSN22447
SITE ADDRESS:
7626 S. US HWY I
PORT ST. LUCIE, FL 34983
EXISTING
McDONALDS
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E-1