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LANDS N/F /
GANAPATI, LLC
DEED BOOK 2948 PAGE 709 f/
PARCEL ID 03200-00-00-042HO m
2 4
PA6'EA,
coNc.
- K
104,5
MULCH TO MATCH
-;0.0
EXISTING
a61,5
� 1
11.19'
18.27'
C 160
.:.,,
ff=52JJ2"
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� �..���
MASONRY 91101AW,
+ ism* ":`°
�' •�
2,712 S.f.
H7t18.97'
—V
I
I
SITE PLAN INSET o �s.s�p °yALt 0
SCALE: 1"=10'
1'=10'
N
SEMINOLE TRAIL — U.S. RTE. 29
VARIABLE WIDTH RIGHT—OF—WAY
ASPMLA PAYED RaC NU401ML
1,4126;48"E It
N344150 T. (R
TGOLDE
LANDS N/F
N ARCH LIMITED PARTNER
/ DEED BOOK 1464 PAGE 204
/ PARCEL ID 0461314-00-00-0011
l I � LUY
— — N4220"E ILI) (Y)
— — 0 /
NN /
R=35.00'
L=63,85'
D=104*28'11"
CHB=S65'35'24"E
CHD=55.34'
1 O
qRe
G ye
W
1e
Q'
FORTUNE PARK ROAD GRAPHIC SCALE
VARIABLE WIDTH RIGHT—OF—WAY ° 0 4 2a
45PMiI PAYED PEIRE hAPSAs
OVERALL SITE PLAN V=20
SCALE: 1"=20'
GENERAL DEVELOPMENT NOTES:
O SITE KEY NOTES:
1. WOO 'S ROAD SIGN AND BASE ARE By THE SIGN CONTRACTOR, CONDUIT AND WIRING ME BY THE GENERAL CONTRACTOR. THE
A.
PROPOSED CONCRETE CURB. REFER TO DETAIL ON SHEET C7.
FOUNDATION DESIGN ME BY OTHERS.
B.
PROPOSED CONCRETE PAD. REFER M DETAIL ON SHEET C6.
2. BASES, ANCHOR BOLTS, CONDUIT AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR,
C.
PRO POSED ACCESSIBLE PARKING STRIPING. MUST BELONG LIFE EPDXY. REFER TO DETAIL ON
SHEET C7 8 C8.
3. PROPOSED UTILITIES ME ONLY SHOWN IN SCHEMATIC LAYOUT. EXACT LOCATIONS SHALL BE DETERMINED PRIOR TO CONSTRUCTION.
D.
PROPOSED PARKING STRIPING, MUST BE LONG LIFE EPDXY. REFER TO DETAIL ON SHEET CI.
SHOULD THERE BE MY DISCREPANCIES, THE CONTRACTOR SHALL HALT WORK AND NOTIFY THE ENGINEER OF RECORD,
E.
PROPOSED CONCRETE SIDEWALK. REFER TO DETAIL ON SHEET C7.
4. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTI NO
F.
PROPOSEDACCESSIBLE CURB RAMP WITH 2' WIDE DETECTABLE WARNING. REFER TO DETAIL
UTILRY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS. SIZES, AND
ON SHEET C7.
CIRCUITING.
G.
PROPOSED ASPHALT PAVEMENT. REFER TO DETAIL ON SHEET CO.
H.
DETECTOR LDOP(S)TO BE INSTALLED/REPLACED AT EXISTING DRIVE THRU WINDOWS AS
5. FINISH WALK AND CURB ELEVATIONS SNALL BE 6- MOVE FINISH PAVEMENT UNLESS OTHERWISE NOTED ON THESE PLANS.
DIRECTED BY MCDONALD'S CONSTRUCTION MANAGER. REFER TO DETAIL ON SHEET Cl D.
6. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF CURB UNLESS OTHERWISE INDICATED.
I.
PROPOSED LANDSCAPED AREA. REFER TO SITE PLAN INSET, THIS SHEET. FOR MORE DETAILS.
J.
PROPOSED SAWCUT LINE,
7. ALL FEATURES SHOWN ME EXISTING UNLESS OTHERWISE INDICATED.
K.
PROPOSED HANDRAIL/GUARDRAIL. REFER TO DETAIL ON SHEET C7.
L.
PROPOSED PAVEMENT MARKING. REFER TO DETAIL ON SHEET C76 C8.
8. EXIST NO CONORIONS ARE BASED ON BOUNDARY S TOPOGRAPHIC SURVEY BY CARS GRDUP.LLC DATED MISOITB,
M.
PROPOSED DRIVE-THRU MARKING. REFER TO DETAIL ON SHEET C8.
9. ALL DIMENSIONS FROM PROPERTY LINES ARE PERPENDICULAR UNLESS OTHERWISE NOTED.
N.
PROPOSED PULL FORWARD SIGN. REFER TO DETAIL ON SHEET CIO.
O.
RE -STRIP EXISTING PULL FORWARD PARKING SPACES AS REQUIRED. REFER TO DETAIL ON
10 THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAIN ING THE SITE UNTIL WORK IS ACCEPTED BY THE OWNER
SHEET C7.
11 MY DAMAGE TO THE EXISTING CURB AS A RESULT OF THIS DEVELOPMENT MUST BE REPLACED AS NECESSARY
IZ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE MY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE
SIGN
LEGEND:
FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION.
t
❑
PROPOSED SPEAKER STAND.
13 Al.L NEW BUILDING SIGNAGE WILL COMPLY WITH ZONING REGULATIONS.
_
II PROVIDE ADEQUATE OFF-STREET PARKING FOR CONSTRUCTION EMPLOYEES. PARKING ON NONSURFACED AREAS SHALL BE PROHIBITED IN
Q
PROPOSED DIGITAL PRE -BROWSE MENU BOARD.
'ORDER TO ELIMINATE THE CONDITION WHEREBY MUD FROM CONSTRUCTION AND EMPLOYEE VEHICLES IS TRACKED ONTO THE PAVEMENT
- CAUSING HAZARDOUS ROADWAY AND DRIVEWAY CONDITIONS.
NOTUSED.
1ST; ALL QUANTITIES SHOWN ON PLANS ARE APPROXIMATE AND FOR REFERENCE ONLY.
®
PROPOSED OUTDOOR DIGITAL MENU BOARD (COME).
41 CONTRACTOR TO VERIFYALL MINIMUMS CALLED OUT ON THE CIVIL PLANS AND SHALL NOTIFY ENGINEER AND ACM IF MINIMUMS CANNOT BE
MET
�
PROPOSED ACCESSIBLE PARKING SIGNAGE (UAL MOUNT).
17. REFER TO SHEET C2 FOR GENERAL NOTES.
'VERIFY SIGNAGE WITH SIGN ORDER REQUEST FORM,
'VERIFY LOCATIONS WITH Mc00NALD'S REPRESENTATIVE.
GENERAL NOTES:
THIS DRAWING REFERENCES: BOUNDARYSTOPOGRAPHIL SURVEY
LANDS OF GOLDEN ARCH LIMITED
PARTNERSHIP
DEED BOOK 14", PAGE 204
RIVANNA MAGISTERULL DISTRICT
AUDEN RLE COUNTY. VA22911
PREPARED BY: GRS GROUP, LLC
DATEDAV162018
APPLICANT: MCDONALD'SCORPORATION
1 M. NAIDS PLAZA
OAK BROOK, IL 60523
PROPERTY OWNER: MCDONALD'S CORPORATION
1 M. NAJD'S PLAZA
OAK BROOK, IL.121
I SITE ADDRESS: 3287 WORTH CROSSING
CHARLOTTESVILLE, VA 22911
2) ZONING DATA: ZONED:HC - HIGHWAY COMMERCIAL/ INDUSTRIAL
LOT, BLOCK
PROPOSED USE: RESTAURANT (PERMITTED)
FAST FOOD RESTAURANT WITH DI
(PERMRTEDBY) SPECIAL/CONDITIONAL(DETERMINE FROM
CODE)
REQUIRED EXISTING PROPOSED
MINAOTAREA: NIA 1.01 AC. 1A1 AC
OS'SSI6 S.F.) (43,998 S.F.)
MIN. LOT FRONTAGE: NIA 240' 240'
MIN. LOT WIDTH: NIA 167' 16T
MIN. FRONT YARD: 20' 75.38' (E) 75.30' (E)
MIN. SIDE YARD: 10, 61.41' (N); W.65 (S) 61.41' (N); 62.65' (S)
MIN. REAR YARD: NIA 7199'(W) 74.99'(W)
MAX. IMPERVIOUS
SURFACE: 77% SOTS% 60.7%
(20,014 S.F.) (26,709 S.F.)
MAX. HEIGHT: 7W IIIAT 16.8T
3) PARKING REQUIREMENTS:
THE PROPOSED M,,DONALDS LOT AREA WAS CONSIDERED FOR THIS CALCULATION.
13 SPCES PER LNO S.F. OF BUILDING AREA
2.732 S.F. X (13MODO) = 34 SPACES
REQUIRED = U SPACES
EXISTING MCDONALD'S AREA PARKING: 43 SPACES (INCLUDING 2 ACCESSIBLE
SPACES)
PROPOSED MCOONALD'S AREA PARKING: 43 SPACES (INCLUDING 2 ACCESSIBLE
SPACES) O0 O
PARKING STALL DIMENSIONS:
EXISTING: VARIES LLI
REQUIRED:(10'X18'@90')MD(WX10'@90'ACCESSIBLE) M
PROPOSED:(10'%16'@90')MD(S'X18'@90•ACCESSIBLE) adi V
d) ALL EXISTING FEATURES ARE TO REMAIN UNLESS OTHERWISE NOTED. �� m
5) ALL PAVEMENT MARKINGS SHALL BE LONG LIFE EPDXY.
6) THAT ALL STARTING CONSTRUCTION,THECOSHAEBEEN SHALL BE O CONS TO MAKE SURE ��
THAT ALL REQUIRED PERMICONSTRUCTION,
THE ALSHACTORS ALL BE RE NO SIBLETUCTIONMAKE U
FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY �3
REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. ,$
7) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND ffie
THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. O _
8) ALLDIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BYTIM CONTRACTORPRIOR _erg
TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANV DISCREPANCIES EXIST PRIORci
8
TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA £_
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS =
NOT BEEN GIVEN.
9) SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE - U
AN0 FEDERAL REGULATIONS. FLL a S-
S E
10) ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL
LOCATION. - GE E . E
11) CONTMCTORI RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE _ Ole - 1 1
PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL s
IE
PROVISIONS TOASSURE STABILITYOFCONTIGUOUSSTRUCTURES,AS FIELD CONDITIONS N 3m m m
DICTATE. ££
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SITE LEGEND E.
a
EXISTING PROPERTY BOUNDARY LINE ~ W m
EXISTING ADJOINING PROPERTY LINE 0�0 0 m Um
EXISTING ROAD CENTERLINE 3 Q j W 3 o N m O N
PRO POSED ROAD CENTERLINE
PROPOSED DITCH CENTERLINE ❑ p W < o cD i
PROPOSED LIMITS OF BMP I DETENTION y Of ❑ U
PROPOSED SAWCUT LINE fn ]
EXISTING CURB 0 Ed
PROPOSED CURB J
Q N
----------- PROPOSED MOUNTABLE CURB Z
PROPOSED BUILDING O Q
O PROPOSED ASPHALT LU %
PROPOSED CONCRETE J U
0� PROPOSED LANDSCAPE AREA (GRASS) 0LL Q IS
EXISTING SANITARY STRUCTURES fn w d y
SI 1 EXISTING WATER STRUCTURES W
O PROPOSED PARKING COUNT ll.l 0p
Q ED
c- N^
9Y CORESTATES.
INC G GV
USED ONLY FOR TH SPECIFIC ARE T AN LU F ❑ O
USETHE FOR WHICH HEY ECTWERE
AND , J � W
TENOEID SPECIFIC
NE GHTHEYWERE W
N J EXTENS W OF USETO ANY F 0) N y
OTHER PROJECTS BY OWNER OR BY ANY
OTHER PMry w THDUT THE ExpR6ss6D Know what's below.
ITTEN CONSENTOF CORESTATES.IN0.15 Callbefore ou di 17 MCD-23632
DONE DF siouNLnw AT'ETHER isERS DwN Y 9 Z
HANHOLD C4
SPECIFICALLY STATE NN D 05ERwUL OMALL w
CORESTATES' EsINC HARMLESS FROM ALL W
CLAIMS ANO LOssEs. sr ..rx++. _
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PLANT SCHEDULE (KEY NOTE I, ONLY)
I`/i
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE/HEIGHT
ROOT TYPE
REMARKS
H / N
K
8
ILEX CRENATA'HELLERI'
HELLERI HOLLY
15"-18"
CONT.
bN/
NOTE: ALL AREAS OF SITE TO BE PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLAN SP-5 BY ROUDABUSH, CA-E, AND ASSOCIEATES.
SURVEYORS, PLANNERS, ENGINEERS. PLAN DATE: JAW (PLAN ATTACHED TO THESE DOCUMENTS.) AREAS CURRENTLY NOT MEETING
THE REQUIREMENTS OF THE REFERENCED LANDSCAPE PLAN SHALL BE PLANTED TO MEET THE REQUIREMENTS SHOWN ON THE
REFERENCED LANDSCAPE PLAN.
1 m
ER ER ES S EM ER EM ES FM ES ER ER
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COLOR SCHEME: 'CUSTOM SCHEME' m '-Do
�x
(SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS)
KEYNOTES (NOT ALL KEY NOTES MAY BE USED)
BO MCINND SLLAM TO REMAIN; PAINT PER O EXISTING SIDING TO BE PAINTED E] TEMPERED GLASS
DOAI
COLOR: C_ PER MCDONALD'S ACM W1 EXISTING DRIVE-THRU WINDOW
CONTROL JOINT EXISTING GUARDRAIL TO REMAIN; PAINT TO MATCH W2
EXISTING EXTERIOR COLUMN; PAINT PER MCDONALD'S GR SURROUNDING BUILDING MATERIAL
❑ DRIVE
SPECIFICRTONTHRU WINDOW; SEE A5.1 FOR WINDOW
CL ACM i
UGHT FIXTURE - SEE ELECTRICAL XX-SUDE DIRECTION: RL = RIGHT TO LEFT
ALUMINUM DOOR -REFER TO DOOR SCHEDULE LR =LEFT TO RIGHT' u
1. STUTESCCO DA FOR DETAILS L1-TYPE:
1. STUCCO AND EUR CONTROL JOSS INSTALLED L1 = UP AND GOWN SCONCE rJ O� w
PER MANUFACTURER'S RECOMMENDATIONS. EXISTING ALUMINUM DOOR L2 = DOWN ONLY SCONCE M1 F
DE C =RECESSED GOWN FIXTURE u COLOR:
EXISTING HOLLOW METAL DOOR - PAINT TO MATCH Cl =SILVER
SHOP DRAWINGS DH COLOR OF SURROUNDING MATERIAL C2 WHITE Q SHOP DRAWING SUBMITTALS SHALL CONSIST OF A MINIMUM OF 2 MOVEMENT JOINT - DILEX BWB1000S BY SCHLLTTER tY.
COPIES OF EACH DRAWING. OS EXISTING DOWNSPOUT TO REMAIN. O SYSTEMS N i a
COLOR: BLACK
SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR TO VERIFY EXISTING BRICK VENEER. UNPAINTED NEW BRICK VENEER. UNPAINTED.
THAT SUBMITTAL 6 COMPLETE PRIOR TO SUBMITTING TO ARCHITECT. C NB MATCH EXISTING O_ =
n o DRAWINGS CREATED BY THE ARCHITECT OF RECORD CANNOT BE EXISTING BUILDING MATERIAL TO BE PAINTED E, i, MIIc�DENALD'S SIGNpGE g c
REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL._ O w
COLOR: I-1 OREF b -SEE SIGNAGE PACKAGE U o w o
SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: Cl = PER MCDCNALD'S ACM STOREFRONT SYSTEM AND GLAZING; SEE A1.1 FOR
1. STOREFRONT GLAZING SYSTEM O EXISTING ROOF TO REMAIN SF PLAN LOCATION k A5.1 FOR WINDOW TYPES = �045-0� 0
2. TRELLIS/CANOPY SYSTEM A —WINDOW TYPE 2 2
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PLY YY VVU7 I LLL\- 1\MIL
�EIFS FACE OR TILE MATERIAL
2X6 WOOD
BLOCKING
INPUT: 120 VAC, 60Hz, 0.8 AMPS MAX
4" -
4 1 /4"
3/8" SS LAG BOLT
3/8" SS LOCK WASHER
3/8" SS FLAT WASHER
3/8" PIPE SPACER
REFERENCE MCMASTER
PART NUMBER:
5038K 12 - 3/8" X 72"
SCHEDULE 40 ALUMINUM PIPE)
SIGN BACK
OUTPUT: 12VDC, VOLTAGE REGULATED, 19.5 WATT, APPROX .1625 AMP.
OPERATING ENVIRONMENT: WET, DAMP, DAY -35 DEG C TO +70 DEC C
A WIRING: SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE
LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN.
SQUARE FOOT AREA: ACTUAL: 5 SQ FT. BOXED: 14SQ FT.
Rev:
(17) #8 FLAT HEAD SS A
SHEET METAL SCREWS
FOR FACE ATTACHMENT
STRAIN RELIEF
18' OF UL LISTED WIRE
FOR BLACK TO BLACK
AND RED TO RED
CONNECTIONS
p NOTE: UL LISTED JUNCTION
BOX AND COVER FOR
INDOOR DRY LOCATION
(BY OTHERS, NOT SHOWN).
p UL LISTED CONDUIT FOR
120V PRIMARY POWER
BY ELECTRICAL CONTRACTOR
PER LOCAL AND NATIONAL
CODES.
DISTANCE FROM
LOAD SHOULD NOT
EXCEED 25FT
(7) 3/8"X2.5" SS LAG SCREWS
(7) 3/8" SS FLAT WASHERS
(BY EVERBRITE)
DESIGNED WINDLOAD: 150 MPH WIND SPEED 3-SECOND GUST EXPOSURE. COMPLIANT
WITH NATION BUILDING CODES AND STANDARDS (IBC, UBC)
2
3
4
DESCRIPTION:
INITIAL RELEASE
DATE: REV'D BY
12AUG16 KLG
ECN:
INSTALL INSTRUCTIONS FOR MOUNTING TO WOOD, EIFS AND TILE:
l . REMOVE FACE BY REMOVING (17) #8 PHILLIPS FLAT HEAD SCREWS
AROUND PERIMETER OF FACE. PULL OFF OF BACK.
2. DETERMINE LOCATION OF LETTERSET AND SECURE PAPER TEMPLATE TO THE
WALL. USING HORIZONTAL LINE ON TEMPLATE AS A GUIDE, ENSURE THAT IT
IS LEVEL.
3. IF EIFS IS PRESENT GO TO STEP 4. IF TILE IS PRESENT GOT O STEP 5. IF WOOD IS
PRESENT GO TO STEP 6.
4A. USING A HOLE SAW, DRILL A 1" DIA. HOLE OUT OF THE EIFS WHERE EACH
MOUNTING LOCATION IS MARKED, DRILL THIS HOLE ONLY AS DEEP AS THE
EIFS IS THICK.
4B. DRILL PROPER PILOT HOLES FOR THE LAG BOLTS THROUGH THE PLYWOOD
BACKING AN WOOD BLOCKING. GO TO STEP 5C.
5A. USING CARBIDE TIPPED MASONRY DRILL BITS, DRILL 1" DIA. HOLES OUT OF
THE TILE WHERE EACH MOUNTING LOCATION IS MARKED. DRILL THE HOLES
SLOWLY WITH LIGHT PRESSURE AND SPRAY WATER CONSTANTLY ON THE TILE
TO KEEP THE BIT COOL. DON'T STOP THE BIT WHITE TURNING IN THE HOLE OR
IT COULD BIND AND CRACK THE TILE.
5B. DRILL PROPER PILOT HOLES FOR THE LAG BOLTS THROUGH THE PLYWOOD
BACKING AND WOOD BLOCKING.
5C. USING ALUMINUM HOLLOW PIPE WITH A MINIMUM INSIDE DIAMETER OF
.493" (REFERENCE MCMASTER PART NUMBER: 5038K12 - 3/8" X 72"
SCHEDULE 40 ALUMINUM PIPE) CUT PIPE SECTIONS THAT HAVE A LENGTH
EQUAL TO THE THICKNESS OF THE TILE OR EIFS PLUS 1 /8".
6. PRE -DRILL HOLES IN WALL FOR THE 3/8" LAG BOLTS.
7. DRILL CLEARANCE HOLE FOR THE CABLE AND FITTING.
8. RUN WIRE FROM ARCH BACK THROUGH THE WALL.
9. RUN 12 VOLT CABLE INSIDE THE BUILDING TO THE DESIRED LOCATION OF
THE POWER SUPPLY.
10. MOUNT THE POWER SUPPLY.
11. MOUNT THE DISCONNECT SWITCH IN DIRECT LINE OF SIGHT OF ARCH.
12. RUN 120 VOLT POWER TO THE POWER SUPPLY AND RUN 12 VOLT CABLE TO
ARCH AND CONNECT WIRES TO MEET ALL CODES.
13. TEST LIGHT. TAKE PHOTOS.
14. SILICONE ALL WALL PENETRATIONS AND MOUNT ARCH BACK TO WALL
USING SUPPLIED LAG BOLTS AND WASHERS. IF EIFS OR TILE IS PRESENT INSERT
ALUMINUM PIPES IN THE 1" DIA. HOLES BEFORE MOUNTING ARCH BACK.
15. ATTACH FACE TO BACK ((17) LOCATIONS) USING HARDWARE REMOVED
FROM STEP 1.
16. PLEASE ENSURE THAT THE BACKER IS FLAT AGAINST THE WALL AND THAT
THERE ISN'T ANY FLEXING IN THE BACKER.
17. ENSURE BACKER AND FACE ARE TIGHTLY SEALED TOGETHER.
18. ENSURE NO LIGHT LEAKS EXIST AROUND THE PERIMETER OF THE SIGN.
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL± 1/8
X =±.06 XX=±.03
.XXX = ± .015 XXXX = REAM
1
ANGULAR:
MACHINED ± .5 BEND ± 1
��
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ki dty Syrt . Dilid.
DO NOT SCALE DRAWING
5 6
NAME DATE PRODUCT:
DRAWN KLG 12AUG16 MCDONALUS NG
42" ARCH
CHECKED
DESIGNED KLG 12AUG16 TITLE:
PROPRIETARY AND CONFIDENTIAL INSTALL,MCD 42"ARCH,41 K LED
THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF EVERBRITE, LLC. SIZE DWG. NO, REV
ANY REPRODUCTION IN PART IN455510S A
OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF
EVERBRITE, LLC. IS STRICTLY
PROHIBITED. SCALE: 1:12 SHEET 1 OF 3
7
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2 3
3" DEEP -
STAINLESS STEEL
3/8 FLAT WASHER
STAINLESS STEEL
4F L�_ F3/8-16 NUT j
STAINLESS STEEL
3/8-16 THREADED ROD
STAINLESS STEEL
3/8-16 NUT
STAINLESS STEEL
3/8 LOCK WASHER
4 5
(17) #8 FLAT HEAD SS
HEET METAL SCREWS
FOR FACE ATTACHMENT
UL LISTED WIRE CONNECTOR FOR
DETAIL A BLACK TO BLACK AND RED TO RED
SCALE 1 : 1 CONNECTIONS
O
STAINLESS STEEL
7--,
3/8 FLAT WASHER NOTE: UL LISTED JUNCTION BOX AND
mmmom COVER FOR INDOOR DRY LOCATION
0 (BY OTHERS, NOT SHOWN). UL LISTED
CONDUIT FOR 120V PRIMARY POWER
BY ELECTRICAL CONTRACTOR PER
4' LOCAL AND NATIONAL CODES.
4 3/8-16 X 6" THREADED RODS STAINLESS STEEL (USE IF NEEDED)
7 3/8-16 X 4.5" THREADED RODS STAINLESS STEEL
14) 3/8-16 NUTS STAINLESS STEEL
7) 3/8" LOCK WASHERS STAINLESS STEEL
14) 3/8" FLAT WASHERS STAINLESS STEEL
AS REQUIRED) ADHESIVE
BY EVERBRITE)
INPUT: 120 VAC, 60Hz, 0.8 AMPS MAX
OUTPUT: 12VDC, VOLTAGE REGULATED, 19.5 WATT, APPROX. 1625 AMP.
OPERATING ENVIRONMENT: WET, DAMP, DAY —35 DEG C TO +70 DEC C
A WIRING: SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE
LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN.
SQUARE FOOT AREA: ACTUAL: 5 SQ FT. BOXED: 14SQ FT.
DESIGNED WINDLOAD: 150 MPH WIND SPEED 3—SECOND GUST EXPOSURE. COMPLIANT
WITH NATION BUILDING CODES AND STANDARDS (IBC, UBC)
2
3
4
6
IN;
2.
3.
4.
5.
6.
7.
8.
9.
10.
II.
12.
13.
14.
15.
16.
17.
18.
UNLESS OTHERWISE SPECIFIED
7 8
ALLAIIVN INSIKUCIIVNS rUK MVUNIING TV BRICK VR SPLIT ROCK:
REMOVE FACE BY REMOVING (17) #8 PHILLIPS FLAT HEAD SCREWS
AROUND PERIMETER OF FACE. PULL FACE OFF OF BACK.
DETERMINE LOCATION OF LETTERSET AND SECURE PAPER TEMPLATE TO
THE WALL USING HORIZONTAL LINE ON TEMPLATE AS A GUIDE, ENSURE
THAT IT IS LEVEL.
DRILL AN 1 /8" DIA. PILOT HOLE AND ADJUST SIZE ACCORDINGLY FOR
THE APPROPRIATE ANCHOR REQUIRED. ARCH WILL SECURE WITH 3/8"
LAG BOLTS. ENSURE A 1" MIN EMBEDMENT OF THE ROD INTO THE WALL.
(6" LAGS SHOULD BE USED FOR TOP MOUNTING HOLES IF 1"
EMBEDMENT IS NOT ACHIEVED.)
DRILL A CLEARANCE HOLE FOR THE ARCH CABLE AND FITTING.
ATTACH THE THREADED RODS THROUGH THE METAL BACK AS SHOWN
IN DETAIL A.
RUN WIRE FROM ARCH BACK THROUGH THE WALL.
RUN 12 VOLT CABLE INSIDE THE BUILDING TO THE DESIRED LOCATION
OF THE POWER SUPPLY.
MOUNT THE POWER SUPPLY AND DISCONNECT SWITCH. RUN 120 VOLT
POWER TO THE POWER SUPPLY AND RUN 12 VOLT CABLE TO ARCH
AND CONNECT WIRES TO MEET ALL CODES.
ATTACH FACE TO BACK ((17) LOCATIONS) USING HARDWARE
REMOVED FROM STEP 1.
TEST LIGHT. TAKE PHOTOS. (NOTE: BE SURE TO PUSH WIRE
BACK THROUGH THE CONDUIT BEFORE ATTACHING SIGN TO
THE WALL.)
CLEAR DUST FROM HOLES IN THE WALL. INSERT
ADHESIVE INTO THE HOLES IN WALL.
SILICONE ALL WALL PENETRATIONS
MOUNT SIGN TO WALL BY SLOWLY PUSHING THE
THREADED RODS INTO THE HOLES FILLED WITH ADHESIVE.
MOUNT REMOTE SWITCH, IN DIRECT LINE OF SIGHT OF ARCH, TO
DESIRED TO LOCATION. (MOUNTING HARDWARE NOT PROVIDED)
ENSURE TOGGLE SWITCH IS IN ON POSITION.
PLEASE ENSURE THAT THE BACKER IS FLAT AGAINST THE WALL
AND THAT THERE ISN'T ANY FLEXING IN THE BACKER
ENSURE BACKER AND FACE ARE TIGHTLY SEALED TOGETHER.
ENSURE NO LIGHT LEAKS EXIST AROUND THE PERIMETER OF
THE SIGN.
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL± 1/8
.X =±.06 XX=±.03
.XXX = ± .015 XXXX = REAM
ANGULAR:
MACHINED ± .5 BEND ± I
� N •
Everbrife
•� 'Iff ' 0 identity Syst. D11M.
DO NOT SCALE DRAWING
5 6
HP�4
NAME DATE PRODUCT:
DRAWN KLG 12AUG16 MCDONALD'S NG
42" ARCH
CHECKED
DESIGNED KLG 12AUG16
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF EVERBRITE, LLC.
ANY REPRODUCTION IN PART
OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF
EVERBRITE, LLC. IS STRICTLY
PROHIBITED.
7
TITLE:
INSTALL,MCD 42"ARCH,41 K LED
SIZE DWG. NO. REV
B IN455510S A
SCALE: 1:12 SHEET 2 OF 3
8
C
0
A
J2 ODMB Overview
o Proven & deployed design with 4000 + installations globally
o Latest Samsung OHF Full outdoor screen technology
o Fully tested & deployed in extreme weather environments
o Innovative mounting solution to suit multiple screen sizes & formats
o Modular main structure enabling future screen upgrades & reduced operator investment
o Modular aluminium panelling enabling fast assembly & low cost replacement
o Ease of installation with crane in or manual person assembly
o Optional glass cover available for additional screen protection
o UL certified complete solution & Samsung certified enclosure
o US warehousing in Seattle, Los Angeles, Norfolk & Memphis guaranteeing assured supply
o Failure Rate of 0.86% across 4,297 units deployed — Failures fully rectified in new OHF screen series
APPI,OVC-D Tr-V-- AVZ
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NOTES: '"
TOP OF WliRS SwAt.L. 9F SLOPED SUCH THAT 1/015RlRE HEAVY $ HEx
NOTES: CANNOT ACCUMULATE TOP W (GALVAINQM),
• PIER DEPTHS REWIRED ARE mmuLIE1s. ALI PIERS TO EXTEW TO FROST ANCHOR ROOS, NESTS. AND WASHER'S %WLL GE SHIPPE'O Ay ' 2 PLS
DLFgH AS OE7ERMINIM ETf LOCAL JURM)ICTTON. AN ASSEMBLY FROM THE ENCLOSURE MNUfA1C ATURER
• TOP OF PIERS SHALL, BE SLOPED SUCH ITEM MO07ME CANNOT ACCUMULATE.
• tWA U1M ALLOWWLE LATERAL 901E AAAUNG PRESSURE TOO PSF/FT OF DEPTH I .5. GAWASHERS
CO), 2 PLS
* ALL REINFORCING .4EEI BNT Y GENERAL COMPACTORSLOPE -
HEX
^i,.� ,
R II. TOP LEVELING MA
SHED WATER '{I (WVATPZED}
�..��fINLSLIEO GRADE ''A"' R•. .� s�
T GUM 4 1/2. -- --16Aj _ r T/ rOlR10AT10N . q .1 DIP_
REF) - - - y iEL. +0`-J• ` ��VATFZED�
I ANCHOR RODS
-- I )NOISTURREV SM j� I
-(4) i' tluL A 40M ROOS
1���i��. ?-X2-X' PLATE
2'x2'W STEEL PLATE --- ! .., - ;'" T �• i'i':
F; ir`'. f .� I T [_. I �` < HEADED ROD
^ (3 IN TOP S INCHES) NOTES:
SUPPLIED ETV G&)*J 1L TOP OF PERS SHALL BE SLOPED SUCH THAT WOISTURF
("IITTW.'TOR). CANNOT ACCUMULATE
., . ANCHOR RODS. NUTS, AND MASHERS SHALL BE SLOPPED AS
1 1.J (4) ft BARS AN ASSEMPLY FROM THE ENGLOSURL MNILIFACTURER LLECTRICAL CONOIJTTS TEE! THROUGH HOLE
(ED. SPAr.EO) SUPPLIED DO NOT i{fl ANCHOR 90LT5 AFTER IN5TALlAT10N OF POLE IN BASF PLATE
l W GENERAL CONVRTCIM J• HM
HOG (2 PLS)
CONCRIETE fOUNUA�HJN '✓'�" IIJ,s WASHER HDG
FLAT WASHM -IDG
NUT HOG
P I
N -IL All
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DIGITAL MENU BOARD AND PRESELL MENU BOARD FOUNDATION DETAIL
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