HomeMy WebLinkAboutARB201800104 Plan - Approved 2018-10-03I
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I'll. P'AN ILK yf! L11W PAINI.
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17- NFW ADA COWNANI CL40 RAMP AND S&INNX
NORTH
NEW RAR ABfE
14, REMM EXISINO PIANRrR UP TO EXONTS IN ADA WORK,
•
�JO
IN TO
Mex ADA STAN
11 X*' 417,
Prt
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8E7 p/ ORAIMMOS TAKES pRtCEOEiHT.
OP go,
It Ek 361.W FL
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D- ArIf ALI.!RA- THRU STWINO AND w*KWZ WITH THE MCDONALLS
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1.89,
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ADA r 0
! PARKING 2
`*M 14 RtWWGrk0T At 12 GO. AND SAWGUT AM$ W r ftKH
MEET ADA
OF 111?
PAWMiNt IN ACODRWF Will AQ STAND RDS.
EGORO'N"E WXft CUM (If - &*0 WIN WCOMIN PROJECT
TOTAL 54 21
M I ANAIllk
0. 'ALL Silt WORK ftLuj*;S Sul NOT UU;t[D To ASPHALT OWMAy, OM
TOPIR
PWAMPON AND US, N PLACE Cak" SHALL jX IN ACCT RW vn,m
40DO" CONIVAIWICII MIFVAIM
H. MWNTAW C967M fR" WI
AtTkTM H
ol
GhN,'COAISTRU9lX;N.
LTICATIONS OMP
Ulm ON THS LEW OF EIAI FMLOMW SIONS ML
I RVM% FOR COWFPT(k Pull"m ONLY:
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PLR OfI
rXISIM PAftNO ANA 10 IN CON W'qfFN
Inc mAcr HANcico SIGNS PER ,fAu wm 'N
b' " VERTICAL CM- Fd,P*QMD 11111 FWRINS4.
6. wo PRE-mwf Ww.(e
4-4y/ 'mffwyl F". QQ
" m I'll AM VAMOLN: KqNW to UL WALLro As sorms ON
I'll. P'AN ILK yf! L11W PAINI.
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..
17- NFW ADA COWNANI CL40 RAMP AND S&INNX
NORTH
1.1, WK YELLOW SrRjPr PARILD.
14, REMM EXISINO PIANRrR UP TO EXONTS IN ADA WORK,
A
A- DIMOESIONS A90 RADA SHOWN ART 111 tLOMML UNLESS 01IkKM
15. NW AIIA COWPIA-r CR%SWALX. RUNNING SLOPE To Or No KmL
Q � �
stATUI
D, ALI ("80 W 0' ANO SIAL OE IWRI'll MONWTIVALLY 11,11i CONCRIIFLUT
8E7 p/ ORAIMMOS TAKES pRtCEOEiHT.
--PARKING
C.
'=A'p LM" INI AND REM WE ANY
PrAwl mw&rk Pm* 10 COVOMW,
--
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D- ArIf ALI.!RA- THRU STWINO AND w*KWZ WITH THE MCDONALLS
71 20
01 M"#.R
E, CONGRItF. SHALL BE V ON, 1r�tll AND "GO WA ST"TH Al 20 0Ay5
2Mx.
ADA r 0
! PARKING 2
`*M 14 RtWWGrk0T At 12 GO. AND SAWGUT AM$ W r ftKH
LXNIW3 4100" TO lk, kugoKa
PAWMiNt IN ACODRWF Will AQ STAND RDS.
EGORO'N"E WXft CUM (If - &*0 WIN WCOMIN PROJECT
TOTAL 54 21
M I ANAIllk
0. 'ALL Silt WORK ftLuj*;S Sul NOT UU;t[D To ASPHALT OWMAy, OM
PWAMPON AND US, N PLACE Cak" SHALL jX IN ACCT RW vn,m
40DO" CONIVAIWICII MIFVAIM
H. MWNTAW C967M fR" WI
AtTkTM H
GhN,'COAISTRU9lX;N.
LTICATIONS OMP
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rXISIM PAftNO ANA 10 IN CON W'qfFN
Inc mAcr HANcico SIGNS PER ,fAu wm 'N
b' " VERTICAL CM- Fd,P*QMD 11111 FWRINS4.
6. wo PRE-mwf Ww.(e
4-4y/ 'mffwyl F". QQ
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I'll. P'AN ILK yf! L11W PAINI.
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ti
1.1, WK YELLOW SrRjPr PARILD.
14, REMM EXISINO PIANRrR UP TO EXONTS IN ADA WORK,
15. NW AIIA COWPIA-r CR%SWALX. RUNNING SLOPE To Or No KmL
Q � �
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E
--PARKING
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7
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PER COUNTY OF ALISKMAALIE OEM QUOIELINES, PROWS
PLANTING, PLANTING SHALL 06 PLACED AT THE SOUTHEAST
ON OF THE GATEWAY SGN(SCNEDULE 07).
IRON
PLANT TYPIll
INOT#OCAL NAMEsHYPE;SGUM X -tM60Te
MIT 0044PN NAMCI 'MWW ST. JOHNSWORT ua
PPP /QUANTITY, a T
/ / MINIMUM WAHT INION PLANTED:24'
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PROPERTY PROPERTY LJNE AND S17E DIMENSIONS ARE
APPROXIMATE AND %m NOT SURVEYED. pRoMyy
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S!g`TqAW—"A74&.A-.00ATED
NOYMM EXISTING01900, PROFIATY UNIE WAS NOj TIM
10 'Em TO
VIE
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MI .1 11. PR=' Egy By
A&
DRAWINGS AM
CATED APRIL 1, 1992.
2. EASTING UTIUTY LOCATIONS ARE APPROXIMATE AND
ARE BASED " DRAINING1111 PREPARED BY MICHAEL
BAKER ^. INQ. TITLED VTHjTY PLAN SHEET 5,
DATIED AUGUST 19, 1901 AND LAST PLAN.
BLPiT7ABEq 9. 1999. THE IZTR,=
V= F—
OONFIJCYS MD - COONAIDS
*%W��Ml ANY WORK
PRO,ECr MANAGER
UNITED TOPOGRAPHIC SURVEY WAS PROMIED FOR
TH&Q NN
PR AMIOGRNOT
A& r- THAT
, TH,
DRAINAGE "TN
TER AND SHALL RMVE CURRENT
DISC I" ANY
MANAGER PRIM �GAV SA;rCT
4. SIGNAGE SHALL BE UNDER A SEPARATE
PERMIT.'SMNAWS LOCATIONS ARE FOR COORDINATION
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KEYNOTES
FS W.DONALD'S SIGNAGE BY OTHERS - UNDER
SEPARATE PERMR. SEE SIONAOE SUPPORT
NOTE ON THIS SHEET
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AFPW VM_P15 P+ IUM
I M
/JAIL 1619 l
BUILDING SIGNAGE SCHEDULE
FROM 1 WDONALD'S 'M' ARCH LOGO (3'-S'H X 4'-O'W)
TOTAL BUILDING S6NAGE
0
O
Q
W
w
42" NextGen INTERNALLY
YELLOW LEXAN .125"
10.16 CM
PMS # 123 C
AW
on
r'"
48"
121.92 cm
42"
106.68 cm
Side View
S I LVER: .080
ALUMINUM
PMS # 877 C
SLOAN LED Modules
Illumination: Luminiosity AVG: 637 LUX
Foot candles: 59
The level of illunination provided
by the LED Lights will not exceed
the illumination produced by a
single stroke of 30 milliamp neon.
Electrical: .35 AMPS
Ballast: (1) OSRAM OT75-120-277-24
Ship Weight:
Appgovan Pe4 tw8
INN 101glly
AAnri�n /\ +k AA;1,A/�\A/I FQ17n D. QQQ-Qri7-A(17Q 17• 077-A Q(1-7QFQ
Everbrite
Illuminated Building Arch -LED
,.�'���
YELLOW LEXAN .125"
10.16 CM
PMS # 123 C
AW
on
r'"
48"
121.92 cm
42"
106.68 cm
Side View
S I LVER: .080
ALUMINUM
PMS # 877 C
SLOAN LED Modules
Illumination: Luminiosity AVG: 637 LUX
Foot candles: 59
The level of illunination provided
by the LED Lights will not exceed
the illumination produced by a
single stroke of 30 milliamp neon.
Electrical: .35 AMPS
Ballast: (1) OSRAM OT75-120-277-24
Ship Weight:
Appgovan Pe4 tw8
INN 101glly
AAnri�n /\ +k AA;1,A/�\A/I FQ17n D. QQQ-Qri7-A(17Q 17• 077-A Q(1-7QFQ
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EIFS FACE OR TILE MATERIAL
2 3
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.] 625 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.
4
5
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
O NOTE: UL LISTED JUNCTION
I BOX AND COVER FOR
VI INDOOR DRY LOCATION
L (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)
rn
1 2 3
4
0
DESCRIPTION:
7
0
DATE: REV'D BY: ECN:
INITIAL RELEASE 12AUG16 KLG
INSTALL INSTRUCTIONS FOR MOUNTING TO WOOD, EIFS AND TILE:
1. 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 ((l 7) 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:
Y � 2tiFRACTI.06 1/8
_±.06 XX =± .03
M
.XXX = ± .015 .XXXX =REAM
to I.; rw' MACHINED ± 5 ANGULAR: BEND ± 1
5
Everbrite
DO NOT SCALE DRAWING
M
NAME DATE PRODUCT:
DRAWN KLG 12AUG16 MCDONALD'S 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
OR AS A WHOLE WITHOUT THE IN455510S A
WRITTEN PERMISSION OF
EVERBRITE, LLC. IS STRICTLY
PROHIBITED. SCALE: 1:12 SHEET 1 OF 3
51
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A
02 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
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APPP,ovE b WX AP -'9
HALM fo/311 )�
)Isplay specification
731.4 [28,81
85 [3,3]
�
� coates
Samsung 550HF
Diagonal Size
Brightness
Weight
Mechanical
Specification
Glass
Bezel Width
Operation
Temperature
Certification
55"
2500 NIT
52.6 Kg [118.2 lbs]
5T Tempered Glass
24.9mm [0.98"]
-40°C N 50 °C [ -40 F N 122 F]
UL: CUL60950-1 (GO)
The level of illunination provided
by the LED Lights will not exceed
the illumination produced by a
single stroke of 30 milliamp neon..
APP120V'Eb FEK MO
fMq-4 101311 t-
Display specification
Lumen output
105°
105°
90°
i
i
�.
90°
i
75"
i
75"
60°4QQ
60"
600
45"
45°
800
1000
30"
1'5" 0"
15" 30°
cd/klm
100%
CO -C1180
C90 - C270
Fig 1.0
� � Coates
The attached is the max potential light output of the screen (see accompanying IES file)
The units have inbuilt ambient light sensors
These light sensors dim the brightness of the screen based on the light surrounding it
The screens can dim from full brightness 2500nit ( Fig -l.) all the way down to 500nit to
prevent excessive output (glare) in low light and night time environments
RPP*6ve:D p,'x Ava
HNM to / 3 /IT
Coates ODMB
Color specification
Unit powder coat color Coates dark grey
Match Pantone: 446C
Gloss specification: 7-12 units @60deg
ui costes
APPP..ovea pel AB
HNH 101311T
NOTES:
PIER DEPTHS REOUMED ARE I.ANINUYS_ ALI MRS TO EXTEND TO FROST
DEP'TM A5 OE?ERmlHM BY LOCAL JUFASMTION,
. TOP OF POER5 SHALL BE SLOPED SUCH THAT MOISTURE CA4INDT ACCUMJLATE.
• bAMAUM ALLOWABLE LATERAL SOIL BEARING PRESSURE TOO PSF/FT OF DEPTH
(X2)
l I RiWFlSfif-iwr aiv'T'r tar [Yu[A11 (`[IYTYl!'T['YQ
TT/Ct)IHa
4
-SLOPE TOP TO SHED WATER
#A'RSHED ORAM
�' T rwlwTloN
i . EL +O'-3' (REF
LJ
I,I �
I
'-,MIDISTT�B�ED SOIL
-'-(4) r DINT ANCMV RODS
-2`X2'4' STEEL PLATE
NO. s TES. :O- C%C
(3 IN TOP 5 INCHES)
SUPPUEO BY CEN04AL
C:OMRACTOR)
(4) #5 BARS
-- _ - -(CO. SPACED) SUPPUED
BY GENERAL CONMACTOR
CONCRETE FOUNDAV"Y
NOTES;
TOP OF PIERS SHALL JW SLOPED SUCH THAT MONSTURE
CANNOT ACCUMULATE
ANCNOR ROOS, NUTS. AND WASHERS SHNLA. SE SHIPPED AS
AN ASSEMBAY FROM THE ENCLOSURE MANUFACTURER
NOTES: • .
• TOP OF PERS SHALL 9F SLOPED SUCHI THAT worm"
CANNOT ACCLAA A ATE
ANCHOR RODS, NUTS. AND WASHERS SFW1 BE SHIPPED AS
AN ASSEMBLY FROM THE E40LOWW M P" CTURER LLECTRICJK. CONDUITS FED THROUGH HOLE
• DO NOT CUT NbCHK)R SOLTS AFTER INSTAUATION OF POLE. IN LIASF PLATE
NUTS
HDG (2 PLS)
r
' f 7AT WASHER HDO
r ,
FLAT WASHER HOG
--
DIGITAL MENU BOARD AND F'RESELL MENU BOARD FOUNDATION DETAIL
HEAVY J' HEX
TOP NA' (GALVAIUZFD).
2 PLS
r
..
\,f' SMASHERS
(�.
5 (GALVANIZED). 2 PIS
.x
1 HfhW HEX
`1.EvEty+c +Rrr
!I
(GALY"OUD)
HOT DIPPM
-GALVAINIZED
ANCHOR RODS
2 -X2 -W PLATE
.
-• HEADED ROD
AN ASSEMBLY FROM THE E40LOWW M P" CTURER LLECTRICJK. CONDUITS FED THROUGH HOLE
• DO NOT CUT NbCHK)R SOLTS AFTER INSTAUATION OF POLE. IN LIASF PLATE
NUTS
HDG (2 PLS)
r
' f 7AT WASHER HDO
r ,
FLAT WASHER HOG
--
DIGITAL MENU BOARD AND F'RESELL MENU BOARD FOUNDATION DETAIL
Everbrite
Slim Springboard Canopy w/Audio Only - YeIIow Identity Systems Division
PAR
92.48" 42°
1 1 n AQ11 I 7740Y1
Illumination: NO LIGHTING
DER HERE DECAL
)PY
A DECAL
O PY
PPkbv;Eb PEp AgE
HAj1-( 16/3/,T-
r- - .L _,1 - I 1 /% n i r R A - -__ - .- A - n - 11_ k All - I - - \All r-- f-1 4 r7 M n n n nr'r7 A nnn r nr7r7 A nn r7nnn - - .I_ _11
o POLE WELDMENT:
> 2"X6"X1/4"STEEL
z TUBES,ASTM A500
< GD -8
(2) TOP PLATES:
0 1'THKX4.25"X I S' '
m
z ASTM A36 STEEL;
BASE PLATE: 1-1 /4'THK
X18"X161
u ASTM A36 STEEL
6
3 SLOPE TO
SHED WATER
u 6.00
c ANCHOR
c- BOLT
w PROJECTION
ro
3.00
5"�t 4
i
D
N
a 1
9'-3" IF
`T...
c
i
o A
it (12)#6 VERTICAL
U REBAR.EVENLY /.
SPACED
(4) 1" DIA.
o ANCHOR BOLTS
o FIGURE 2
b REBAR LAYOUT
2 1 3
14.16
136.54
TOP VIEW
S•
112.50 19.58
92.49 20.01
1.25 BASE
PLATE
DETAIL A
SCALE 1 : 4
FINISHED CURB
HEIGHT (GRADE)
1" NUT
I" FLAT
WASHER
1" LEVELING
NUT
15amp SWITCH WITHIN -
WEATHERPROOF J -BOX
W/SNAP COVER. SEE
IN454970S
�
FRONT VIEW PAVEMENT SURFACE
(4) 1"DIA. X 48"
GALVANIZED
ANCHOR BOLTS
(12) #6 VERTICAL REBAR'S
W/#3 TIES @ 12" OC
(3) #3 TOP 5") 9'-0"
22" DIA. ROUND
REBAR SPACED 12" OC
2
36" DIAAl I I"
(1) 1- 1 /2" CONDUIT
(1) 1/2"CONDUIT-
FIGURE 1
BOLT PATTERN
3
4
CANOPY TOP
(EYE BOLTS REMOVED
AFTER INSTALL)
42.00
37.38
14.00
(13 .57
CURB VIEW
5
Rev:
5" HOLE IN BASE PLATE FOR:
1-1/2" CONDUIT FOR LOOP DETECTOR
1/2" DIA. CONDUIT FOR 120V PRIMARY WIRES
4
5
6
DESCRIPTION:
7 g
DATE: REV'D BY: ECN-
INSTALLATION INSTRUCTIONS:
1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G.C. (TOP FOUNDATION IS D
3" ABOVE CURB (GRADE).
2. EXCAVATE FOUNDATION AREA.
3. POUR FOUNDATION (36" DIA. X 1 I i- DEPTH. OR SQUARE X 32" DEEP), INSERT (4) 1"
DIA.X48 ANCHOR BOLTS AND (12) #6 VERTICAL REBARS WITH #3 TIES @ 17' O.C. (PER FIGURE 1)
4. ALLOW CONCRETE CURE TIME AS REQUIRED.
5. PLACE (4) 1" LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A MAX. 2' GAP
BETWEEN THE FOUNDATION AND BASE PLATE OF THE POLE. (SEE DETAIL 'A').
6. POSITION THE POLE ONTO THE ANCHOR BOLTS AND SECURE IN PLACE WITH (8) 1" NUTS AND WASHERS,
(SEE DETAIL W).
7. LEVEL POLE BY ADJUSTING THE 1" NUTS (SEE DETAIL 'A').
8. INSTALL VERTICAL CLADDING PER THE INSTRUCTIONS INCLUDED WITH THE CLADDING (IN456310S).
9. INSTALL COD UNIT PER INSTRUCTIONS INCLUDED WITH THE COD UNIT. (NOTE: COD IS OPTIONAL, AND
MAY NOT BE INCLUDED IN THE SYSTEM YOUR SITE REQUIRES).
10. TOUCH UP POLE AND TOP STRUCTURE WITH SUPPLIED PAINT AS REQUIRED.
11. CLEAN SITE OF PACKAGING MATERIAL. C
ELECTRICAL: CIRCUITS.
CANOPY: 1.5 AMPS, 120 VOLTS, 60 Hz CIRCUIT 1: (CANOPY) 15 AMP MIN.
DESIGN NOTES:
1. ALL CONCRETE EXCEPT EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.
2. CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN
ALLOWABLE BEARING CAPACITY OF 200 P.S.F./FT.
3. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN MATTER
BEFORE PLACING CONCRETE.
4. IF THESE CONDITIONS DO NOT EXIST, A NEW BASE MUST BE DESIGNED BY A
LICENSED STRUCTURAL ENGINEER.
5. THIS ASSEMBLY AND FOUNDATION IS DESIGNED TO WITHSTAND IBC 2012 170 MPH B
RISK CATEGORY II EXPOSURE C WIND LOADS.
LANDSCAPE NOTE:
AREA ABOVE THE BASE PLATE IS TO REMAIN EXPOSED. NO SHROUD OR LANDSCAPE
MATERIAL SHOULD BE PLACED ON TOP OF THE BASE PLATE.
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL! 1/8
A = 1.06 AX = 1.03
Axx = 1 .DI5 XXXX = REAM
ANGULAR:
MACHINED 1 .5 BEND 1 I
6kol meaft symm Dwwoon
DO NOT SCALE DRAWING
6
NAME I DATEPRODUCT:
DRAVIN Lo s/z:/I7
McDONALD'S
SPRING BOARD
CHEcrED
CANOPY, VE, SLIM POLE
DESIGNED Lo snarl;-
TITLE:
A
PROPRIETARY AND CONFIDENMI
INSTALLATION
THE INFORMAD ON CONTAINED
SPRING BOARD CANOPY, SLIM POLE
IN 7 HIS DRAWING IS THE LE
PROPERTY OF EVERBRRE.SLLC.
SIZE DWG. NO.
REV
ANY REPRODUCTION IN PART
OUT THE
OR ASA WHOLE PERMISSION
WRtFTE tJ PERMISSIONOf
B IN456470S
YY
A
EVERBRHLS E. LLC. STRICTLY
PROHIBITED,
SCALE: 1:96 SHEET I OF 4
8 APPPi& veb ftxAK9
ffHM 10r3l t'8'
Item is Unsolvable
`Item Conflicts