Loading...
HomeMy WebLinkAboutARB201800104 Plan - Submittal (First) 2018-07-11'At 3.19, \C mo 24437' to the N/L of U.S. Route 250 P. 0. J3aa 737!,8-ffi'JdaE Nsia S7mec • �Y J alY,?eikco• Ys.:�pBG iRpelgg'!'�PiF�`i�f(p¢iy4 ' 3' II c ii N23'D If t'f7"E u, ti p3 h' 1tF ya" ST j 41;• N IP;14 1€ .S 4,IBH-x'19 �.'�:� IS x.19 B19 -IB d9 `lt:. ptil: p 1�, il8 � Id i/9 ,� ..,NI 'a i� _ S$'� T I + ,'P y ' J FIi) ! h0 ..a9 .cot aetReer tiieri` •• ' � _..... ..� -'•..\ .: Iba.. 1 1 •� ^`; �..__._"� 3 3S :�3q :Helieri D2 � fz.? gq ,, �� j15 j 3 3p Whits Ilialeae J r): - I I 'v,^ .. +S.#aa;eaa s 2 . lai BBAee .Yev a ,:3 ':'=9t `Rmerald 'gd3.d Buon,Ti0e . '�i I'.. "1 w 7 -140 MCi,Y {1 ma19fi fsiale) .4 21. Rob" a: Greeb,dun Per i1 39 '::RlYe .Dac!!ic d+lniper 3 N ♦ e Ent8j ti, is 3G - lime Mound Splrea R` 4. 32 1111 39 crimaoe RY4mY > gsrlT t Ts to li / \ NI ' a _ 3g 19oyay14 a B ITIti 1DTY ;{ M } tj IiR 6 l0 9.. tb: �', : ti : J �, 19 74' 3y - ..dx1d cAa it Jflmdper 44 'S AO'f Blue 3 It M'I 9•i`L •'.-•.16 IS •7 - 3• YtiiegR IS '.Free'a 8sleove /I� 10 `7 3• :8edagire Pear ' �5': i• +; '� i I ' f 17 4 3«Shase Master Lomat NORFOLK REGION ' 35.. bJ eNf . mRuSpraiylre .M:sIjt rbBbuvsh .Sill TOUN IG'.33 39« i STONBE 20 12 SalSEATIN Jill BUILDING 9itie .. Bush GAS HVAC d cOORIN6 s i * la. 1 4 \\ �. N«st.vinw. lwe. IiWh."«[«•NMeNmN MlpeWgM, e1C, PLAYLRND AREA r h 15 s ii W"" 14A i 179 a' HIGH b� 9 - - / S29 33'53'W MOMEN91.21' T' N la " r 9n`` Sm1IGN \O 41R IB\{` sRp0 ','" 54 9a•546•u . R. 0. W. "' 4g SOSSO \! ?y• s'Ie "yam, �' ■ x� $40 48,13.14 V 120.38' i / ql 2.34' E. R.O.W N• ttF yiP / / _ 525'01'00"W 137.08' R=1472.40' ch Bg S29 0 )� J, `'4•, / ?? 16"W, t G«8.10"32" T=105.23' Ch=209.92' L=zlo. lo• F,, It •. w - .0�� /; Inv. •345.58 k 11. PLAN SCALE 1" 20' ' STREET ADDRESS ' STONEY POINT RD/VA 20 / CITY/COUNTY STATE STATUS DATE BY ALBEMARLE VIRGINIA PRELIMINARY 30APR91 LM DRAWING PLAN CHECKED --X,(Xr- --- LANDSCAPE PLAN AS-BUILT--XAX-- =— REGIONAL DWG[. NO 9 CORPORATE DWG. NO. NSC7 90-1 S 91003*450404NFLP, IPAR L P 1 STONY POINT ROAD VIRGINIA j Route 20 _ N Aw J PLAN SCALE 1" 20' ' STREET ADDRESS ' STONEY POINT RD/VA 20 / CITY/COUNTY STATE STATUS DATE BY ALBEMARLE VIRGINIA PRELIMINARY 30APR91 LM DRAWING PLAN CHECKED --X,(Xr- --- LANDSCAPE PLAN AS-BUILT--XAX-- =— REGIONAL DWG[. NO 9 CORPORATE DWG. NO. NSC7 90-1 S 91003*450404NFLP, IPAR L P 1 r> ER ER ES 5 EM ER ER C1 CI E0. E0. o T VE+16-8- MANSARD __ a ELEV. +i6-8 V.LF. - _ p _ O B E%IST. MANSARD ELEt/. +B M .I.F. T EXIST. STOREFRONT INVELEV. +8-10' V.I.F. L m I + m a -----?—E— - B EXIST. STOREFRONT =� } ELEV. +1'-7" V.I.F. T EXIST. SLAB ELEV. +O'-0" EM EB EB FEN/ EB EM EM EB EM EM EB EB Cl, C1 C1 Cm1 TYR C1 C1 TYP T'ELEVATION ELEVATION A2.1 141i = 1 `-0° CA ` W 'o a n ER ER ES ER ER ES EM EM ER ER r OCI C1 Ct Ct �'-.. � 3g$rn Fahy8� £aryb ._:.. � fT/ EXIST. MANSARD w < g ELEV. +16�-8 V.LF.-�---�-�-;— g f I «Ti d _ J voea B EXIST. MANSARD _ Q v E I.F5 2 ELEV. +9-7 V.. T EXIST. OT OPENING - - ©_ c ELEV. +8-10 V.I.F. EBo 6XISf+�DT OPENING = C s e.s.` `.°fie 2 -11 ih.,; g - n ?; �T/ EXIST. SLAB w gI ma -H P6$ 9 EM EIA EB EB EM EB EB BO EM Wi EB EB EB EB EM EM EB EB BO 8 t. _S`n Cl n C1 c1 I cl �2 REAR ELEVATION tea= gssa A2.1 1 4" = V-0" a �w am mOn NM a� COLOR SCHEME: 'CUSTOM SCHEME' �x 2 (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) KEYNOTES (NOT ALL KEY NOTES MAY BE USED) A EXISTING SIDING TO BE PAINTED TEMPERED GLASS BO EXSTING BOLLARD TO REMAIN; PAINT TO MATCH ❑T EXISTING XX - COLOR: Cl = MATCH EXISTING WI EXISTING DRWE-THRU WINDOW s CJ CONTROL JOINT EXISTING GUARDRAIL TO REMAIN: PAINT TO MATCH CL EXISTING EXTERIOR COLUMN; PAINT TO MATCH EXISTING GR EXISTING X% OYPEE&HSPECRU IFlCAT ONSEE A5.7 FOR WINDOW g ElLIGHT FIXTURE - SEE ELECTRICAL —SLIDE DIRECTION: RL = RIGHT TO LEFT a0 i 1.SlSTU OA ALUMINUM DOOR -REFER TO DOOR SCHEDULE LI -TYPE LR = LEFT TO RIGHT F V 1. STUCCO AND EIFS CONTROL JOINTS INSTALLED FOR DETAILS L1 = UP AND DOWN SCONCE PER MANUFACTURER'S RECOMMENDATIONS. L2 = DOWN ONLY SCONCE J EXISTING ALUMINUM DOOR Tab _ DE LO Y =RECESSED DOWN FIXTURE COLOR: I SHOP DRAWINGS DH EXISTING HOLLOW METAL DOOR - PAINT TO MATCH Cl = SILVER r EXISTING C2 = WHITE SHOP DRAWING SUBMITTALS SHALL CONSIST OF A MINIMUM OF 2 MOVEMENT JOINT - pILEX BWB100G5 BY SCHLUTER COPIES OF EACH DRAWING. DS EXISTING DOWNSPOUT TO REMAIN. MJ SYSTEMS COD N $ COLOR: BLACK SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR TO VERIFY EXISPNG BRICK VENEER. UNPAINTED 00 UO THAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHRECT. Or DRAWINGS CREATED BY THE ARCHITECT OF RECORD CANNOT BE EXISTING BUILDING MATERIAL TO BE PAINTED a M.DONALD'S SIGNAGE d K + REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL. XX - COLOR: I-1 THRU 6 - SEE SIGNAGE PACKAGE ir oo w SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING Cl - MATCH EXISTING STOREFRONT SYSTEM AND GLAZING; SEE AIA FOR 0 1. STOREFRONT GLAZING SYSTEM EXISTING ROOF TO REMAIN SF PLAN LOCATION k A5.1 FOR WINDOW TYPES 045-0480 2. TRELLIS/CANOPY SYSTEM A—WINDOW TYPE Al♦ A . 1 ELEVATIONS OR ER ES C1 S EM Ci ER FKHKEM ES ER ER Cl C, 0 6,EXLSL _8 (V.I.F.) +16 _8 '-F I J413/ EXIST. MANSARD ELEV. +9 -7 V.I.F.) . . . ... . . . . . . . . . T/ EXIST- STOREFRONT 19--IELEV. +8-10 V.I.F. ) ........... . . . . . . . . . . . . . . . B/ EXIST. OPENING ...... JELEV. 2'-11" B/ EXIST. STOREFRONT I ........... ELEV. +1 . -7 V.I.F. PER T/ EXIST. STAB IIIIIIIIIHillill i"ITI iiiiiiiiiii I iiiiiiii III 1A HH! 11111111iHiffiffi 11111111111111111IL4111 V! V ELEV. +0'-0" 7R/ El.]/ EM E E. EM R/EIAEM EB l. EB BO cl cl C, cl Cl cl Cl N6NDRIV�E-THRU �ELEVATION � f �l 4= �-O��� LLI 0 !Z ulW ER ES EM ER FEIR�,ER ER C1 Cl Cl 'C' 0;(�EXIST. MANSARD 7 _77 A I I I I A \1 I I I . . . . . . . . . . . . . . . . . . . . . . . . . . _j12 9'e -68/ EXIST. MANSARD . ... . . . . .. ELEV. +9-7 V.I.F.) T/ EXIST. DT OPENING . . . . . . . . . . . -...... LL.+. _'D V.I.F..I. ............. T/ EXIST. .,'T ITIDIEIR._j ... I ...... .......... ELEV. +8-10 V.I.F.(. .......... ........ ... ....... ............ ........... ... .......... I ....... EXIST. DT OPENING ...... ...... .. .... .............. .. JELEV. +2-11" (V.I.F.) B/ EXIST STOREFRONT........... ELEV. +1 -1 (V, I.F. 11111, T EXIST. SLAB ELEV. +0'-0" FEW sees Cl CI EM Wl cl cl EB EM cl wl/F-V9o, Cl Cl BEYOND cl 2 DRIVE-THRU ELEVATION 2. 14 = V-0" COLOR SCHEME: 'CUSTOM SCHEME' (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) KEYNOTES (NOT ALL KEY NOTES MAY BE USED) No BOLLARD EX STI-- ..L -R. TO REMAIN; PAINT TO MATCH TO BO EXISTINGSIDING N EXISTING SIDING TO BE PAINTED TO BE PAINTED E] TEMPERED CLASS EX NG EXISTING CJ CONTROL JOINT m -COLO GO Lo R C I MA T I- H EX NG Cl MATCH EXISTING EXISTING DRIVE-THRU WINDOW WW - - NG GUARDRAIL T REMAIN;PAINT T. MATCH J_G�j EXSTNG GUARDRAIL TO REMAIN; PAINT TO MATCH Fo _ M EXISTING EXTERIOR COLUMN; PAINT TO MATCH EXISTING CL EXISTING G N. DRIVE-THRU WINDOW. SEE A5.1 �E & SPECIFICATON. FOR WINDOW BGIrEi ALUMINUM DOOR - REFER TO DOOR SCHEDULE I UM DOOR _ R, PDR DETAILS _ LIGHT FIXTURE SEE ELECTRICAL El LIGHT FIXTURE - SEE ELECTRICAL L,__p It -TYPE: TYPE: SLIDE DIRECTION: RL - RIGHT UR LEF" TO LEFT TO RIGHT > 1. STUCCO AND EIFS CONTROL JOINTSLl INSTALL = UP AND DOWN SCONCE L, UP AN. DOWN SCONCE __J PER MANUFACTURER'S RECOMMENDATIONS. EXISTING ALUMINUM DOOR U UM � DE L2 - DOWN ONLY SCONCE .. N ONLY SCONCE 6 RE.E��O) DOWN F, RE L3 = RECESSED DOWN FIXTURE COLOR:E COLOR: R SHOP ED EXI"NG HOLLOW METAL DOOR - PAINT TO MATCH H EXISTING Cl SILVER C2 WHITE 0 SHOP DRAWING SUBMITTALS SHALL CONSIST OF A MINIMUM OF 2 COPIES OF EACH DRAWING.EXISTING OS DOWNSPOUT TO REMAIN. OV NT Jo MOVEMENT JOINT - DILEX SWBIODGS BY SCHLUTER I.T .X SW.' S ❑ . S Y SCHLUTER �EMS < C'� 0 SHOP DRAWINGSSHALL BE REVIEWED BY CONTRACTOR TO VERIFY EXISTING BRICK VENEER, UNPAINTED COLOR: SLACK o s THAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHITECT, DRAWINGS CREATED BY THE ARCHITECT OF RECORD CANNOT BE a_ Of REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL. L Of 0 Of 0 SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: 1. STOREFRONT GLAZING SYSTEM =MATCH E%IsrlNc SfoREFROM SYSTEM AND GLAZING; SEE Al.l F00. 045-0480 2. TRELLIS/CANOPY SYSTEM A-wlNDow TYPE A 2• 2 . ELEVAT1DNS 42" NextGen INTERNAL '.Y Illuminated Building Arch -LED YELLOW LEXAN 12521 490 PMS # 123 C '°" 4899 121.92 cm 42" 106.68 cm Side View SILVER: .080 ALUMINUM PMS # 877 C Illumination: Electrical: Ballast: Ship Weight: Everbrite SLOAN LED Modules Luminiosity AVG: 637 LUX Foot candles: 59 .35 AMPS (1) OSRAM OT75-1 20-277-24 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI. 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com V) L0 z 0 Lu L P Q 0 LU U O (V v 0 Z W X Z a 0 0 U 0) 3 0 0 0 0 U 0 0 11 0) c LU Luc D U W N V) lo 0 N rn 9 C B PL1 VV V V U7 L.LL� I I\I -f-' L --EIFS FACE OR TILE MATERIAL 2 3 2X6 WOOD BLOCKING INPUT: 120 VAC, 60Hz, 0.8 AMPS MAX A 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. 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 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 0 DESCRIPTION: 7 8 DATE: REV'D BY: ECN: INITIAL RELEASE 12AUG 16 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 ((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 = 2:.015 XXXX = REAM ANGULAR: MACHINED ± .5 BEND ± 1 Everbd e 'r?F% • 0 ]&.tky 5ytrtem+ D11W. DO NOT SCALE DRAWING 5 6 NAME DATE PRODUCT: DRAWN KLG 12AUG16 MCDONALD'S NG 42" ARCH CHECKED DESIGNED KLG 12AUG16 TITLE: PROPRIETARY AND CONFIDENTIAL INSTALL,MCD 42"ARCH,4IK LED 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. I SIZE DWG. NO. B IN455510S SCALE: 1:12 C C B A REV A SHEET 1 OF 3 L'' 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 I ft-mmm 0 Is 10t L. 4 § :E CL AL Cl og 4, 40 CL mi �, 4j, cry S E -2 co E all C, 4-1 CID CO 0 2 Q QC: 5 co LO NCYI CO w CY) T E 2 4 -8 LAJ c- m Ai m -E 4- C C: 0 t."J) -ci 0- 71 Z3 "T 7r (n 0 r P CD C.) Cl cx E :3 c L- m — p E U- __I >, c cu Ck- E o 42- E E 0 'IW - c = q,Il cc " CX CD CO cc :3 U :r: 0 fu u cl 0 I ft-mmm 0 Is 10t L. 4 § :E CL AL Cl og 4, 40 CL mi �, 4j, LL L/I 0 N s L� -10 A7 6 0 r6= 0 to £�� ca lz 'VV -0 Zf 07 Eca "M 03 MK. -C" co =3 C: cu Ln E LO Lu im -� CrI C13 .52 ca 5 M, V) C13 0 ::1 E cu C: 0 ' CL CL M E 0 CIL 0) 0 :� -r = cu OL cn LL L/I 0 N s L� -10 A7 6 0 55" Outdoor digital menuboard 02-55-2S/D Outdoor Menu Board Permitting Unit Information L, C08t@S Version 1.0 Coates ODMB Single screen unit Area of display rw n Coates Coates ODMB Double screen unit Area of display Area of display �� Coates Display specification 731.4 [28,8] 0 N 85 [3,3] 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"] -400C — 50 °C [ -40 F N 122 F] UL: CUL60950-1 (GO) � � Coates Coates ODMB Single screen unit [347.16] 13.7 [740.00] 29.1 Awl r-, N O Ui ,- I 00 u o L , conte Coates ODMB Double screen unit [347.17] 13.7 [1472.00] 58.0 � n Coates �O D' O �� Display specification Lumen output 1050 90° i 75° 60° 45° 400 600 0° cd/klm CO - C180 -C90-C270 105° 90° 75° 60° 45° 15° 30" 11 = 100% Fig 1.0 � n Coates The attached is the max potential light output of the screen (see accompanying IFS 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 -1.) all the way down to 500nit to prevent excessive output (glare) in low light and night time environments Coates ODMB rnCoates Additional security glass L Coates ODMB Color specification Unit powder coat color Coates dark grey Match Pantone: 446C Gloss specification: 7-12 units @66deg Coates NOTES: PIER DEPTM RMLIKED ARE 6MNI6RNI5_ AU PIERS TO EXTEND TO FROST DEPTH AS DErERAi*" BY LOCAL JURISDICTION. • TOP OF PIERS 5HALt. BE SLOPED SUCH IHAI MOZTURE CAM40T ACC{1MLJLATT- MiNOAUM ALLOWABLE LATERAL SOIL KAlGNC PRESSURE TDD PW/FT OF DEPTH (X2) • ALL REINFORCING STETS BY GENERAL CONTRACTOR_ , { — ^nE TOp TO SHED WATER HED GRIL*- T'OUFIDATTON STURIum Sm " DIA, ANC"OR RODS `X#' STEEL PLATE S TIES. TO' C/C TOP S INCHES) LIED BY CEPARAL RACTOR). 'S OARS SPACED) SUPPLIED ENERAL CONTRACTOR. RETE FOUNDATION NOTES: . TOP OF PIERS SHALL IF SLOPED SUCH THAT IXYXTURE CANINOT ACCUMULATE • AHOHOl RODS. NUTS. ANO TALSHETTS 9iAu BE SHIPPED AS AN ASSFM9tY FROM THE FwxosURE riTt "ACTURF1t IS" NOTES., _. .__.... .._. TOP OF PIERS SMALL BF SLOPED SUCH THAT MOISTURE CANNOT ACCLLMLAATE • ANCHOR RODS. NUTS, AND MASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE E4CLOWRIL MANUFACTURER ELECTRICAL CONDUITS TID THROUGH HOLE • DO NOT OUT ANCHOR iW LTS AFTER INSTALLATION OF POLE :' IN BASF PLATE �` NVIS HOG (2 PLS) r ' FLAT WASHER HOG ..... - - !r FIAT WASHER HM NI/T FFJG DIGITAL MEND BOARD AND RRESELL MENU BOARD FOUNDATION DETAIL '1 HEA" C HEX I !..- TOP NUT (GALVANIZED). 2 2 PLS � ca �Lo + WASHERS �•� (GALVANIZED), 2 PLS r - 3 C I'ilI + HEAVE HEX � I "-LE3'F.i1�Mi MVf IK (' (GAL.YANQED) W `r ''S .o- { HDT DIPPM ZZED 'i,AL FI - ANCHOR RODS � I� 1, �I. - F` i PLATE HEADFb ROD AN ASSEMBLY FROM THE E4CLOWRIL MANUFACTURER ELECTRICAL CONDUITS TID THROUGH HOLE • DO NOT OUT ANCHOR iW LTS AFTER INSTALLATION OF POLE :' IN BASF PLATE �` NVIS HOG (2 PLS) r ' FLAT WASHER HOG ..... - - !r FIAT WASHER HM NI/T FFJG DIGITAL MEND BOARD AND RRESELL MENU BOARD FOUNDATION DETAIL '1 2 4 � ca �Lo + 5;e r - C Do $ � � u- �? qW! C Q cr N 0 m dD a: CL 2 � U - F` Z Electrical ............. Input voltage System power System efficacy Lighting' Light output Light distribution Color Color rendering ............................................................................. 100-277 VAC, 50-60 Hz 125 W, 100 W, 75. W (igpuQ 110 Im1W (125 W) 115 Im/W (100 W) 118 Im/W (75 W) ................................................................................. . 13,750 Lumens (125 W) 11,500 Lumens (100 W) 8,900 Lumens (75 W) Symmetric (Type 5) 5000 K CCT 70 CRI Performance ........................................................................................................................................................ Ingress protection IP68 (highest dust and water protection) UL location rating Suitable for wet locations Operating temperature -40 °C to 40 °C (125 W) -40 °C to 50 °C (100 W) -40 'C to 60 °C (75 W) Life rating 100,000 hours (L70Y Dimming (optional) 1-10 VDC control on power supply Construction ........................................................................................................................................................................................... Frame Polycarbonate Heat plate Aluminum, powder coated for extreme c Body color White Lens Tempered glass z Everbrite Slim Springboard Canopy w/Audio Only -Ye I l o w PMS # 123 C Identity Systems Division 92.48" 112.48" • LED DOWNLIGHT REFLECTIVE WHITE VINYL "Order Here" COPY + UNDERLINE ACM CLADDING, ANG CHARCOAL co PMS # 425 C PERFORATED MIC/SPEAKER OPENINGS 14.18" 42" 37.38" Illumination: Electrical: Ballast: Ship Weight: VINYL ORDER HERE DECAL - WHITE COPY VINYL ADA DECAL - WHITE COPY LED Downlighting 1.5 Amps 120 volt, 60 Hz Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com D POLE WELDMENT: 2"X6"X 1 /4"STEEL TUBES,ASTM A500 GD -B (2) TOP PLATES: 1-1 /4"TH KX4.25"X 15" ASTM A36 STEEL; BASE PLATE: 1-1/4'THK X 18"X28" ASTM A36 STEEL 9.5C C SLOPE TO SHED WATER 6.00 ANCHOR BOLT PROJECTION 3.00 ---1 B m c I �f MIN CLR 2 9 CANOPY TOP (EYE BOLTS REMOVED AFTER INSTALL) 1 8.94 -97.53- ::D 97.53- ::L DDI 14G 128.12 134.00 MIN. l) FINISHE HEIGHT 4 4200 '—(4) 1" DIA GALVANI ANCHOR � - I W/#3 TIES s'12 ! {3) #3 TOP 5") 3" MIN CLR 2 FIGURE 1 ` BOLT PATTERN 3 4 5 6 7 8 Rev: DESCRIPTION. DATE: REV'D BY. ECN; A INITIAL RELEASE 1127117 LO 5790 INSTALLATION INSTRUCTIONS: 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQ UIREmENTS WITH G.C. (TOP FOUNDATION IS 3" ABOVE CURB (GRADE). 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION (36" DIA. X 1 11" DEPTH, OR SGUA.RE X 32' DEEP), iNSERT (4) 1" DIA.X48 ANCHOR BOLTS AND (12) #16 VERTICAL REBARS WITH 43 TIES t4) 12" O.C. (PER FIGURE 1) 4. ALLOW CONCRETE CURE YIME 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 WA.SHEKS, (SEE DETAIL 'A') - 7L LEVEL POLE BY ADJUSTING THE I" NUTS (SEE DETAIL'A') 8. INSTALL VERTICAL CLADDING PER THE INSTRUCTIONS INCLUDED WITH THE CLADDING (IN45489GS) } 9. INSTALL COD UNIT PER INSTRUCTIONS INCLUDED WITH THE COD UNIT. (NOTE: COD IS OPTIONAL. AN >� J � MAY NOT BE INCLUDED IN THE SYSTEM YOUR SITE REQUIRES) 10. TOUCH UP POLE AND TOP STRJCTURE WITH SUPPLIED PAINT AS REQUIRED. 11. CLEAN SITE OF PACKAGING MATERIAL. ELECTRICAL: CANOPY: 1.5 AMPS, 120 VOLTS. 60 Hz CIRCUITS. LED COD: 1.5 AMPS. 120 VOLTS, 60Hz CIRCUIT l: (CANOPY) 15 AMP MIN. LCD COD: 2.0 AMPS, 120 VOLTS, 60Hz CIRCUIT 2: (LCD OR LED COD) 15 AMP MIN. ,NET MIRES 5 ISOMETRIC 0 VIEW FRONT VIEW NO COD OPTION NO COD OPTION "NL 5 CiTilf RWiSE SPEr:IF1ED I]UJ„ NSI.FiNS ARE'N INC-rLS t:kANCES FRACTIONA = �8 X-20! xxx 2 0'`. YXXX. PEAT AN',li1 All Ev(erbi t+e a �Y g)IRf m DNIRI00 ,i, ti;}' is ;A 1. IJ1A'N'Nfi 6 DESIGN NOTES: 1 . ALL CONCRETE EXCEPT EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMJM 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. S. THIS ASSEMBLY AND FOUNDATION IS DESIGNED TO WITHSTAND IBC 2012 170 MPH 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. 11.,.+E LA°t PROPMEMAAY AND CONE MnAI THE INFORMATION CONTAINED ,N THIS JRA WING S THE SOLE PROPERMV OF EV=RBRIIE. LLC ANY REPRGJL,f_?ION IN ✓ART OR AS A WHO! L WTTHC%U1 THE WRITT=N PFRM-SSION rK FV FRBMTF t tC IS S`RlCTI + PROHBITED. 7 PRODUCT: MCDONALDS SPRING BOARD TITLE: INSTAL'_ATION SPRING BOARD CANOPY SIZE DWG. NO. REV B IN455930S A SCALE: 1:96 SHEET 1 OF 3 8 t Et r ^F.A#Tb�f?i�ihT D WAY 18 ?017 C B A THE FOUNDATION IS DESIGNED TO Profess" Engineer Stam is limited FafT daborI x+91 d uwg a n'tmnrr Lrn to fbundabon n on Connections I sor �,g s of Z00 Pd Per WITHSTAND A WIN DSPEED OF 115 MPH. y 1�Efaepth Ifsod «,stlefo and Wined others. bers not afT t FIj 9`-0" ZED 9'-3" BOLTS (12) #6 VERTICAL REBAR'S .3" MIN CLR. " OC 9' 0" 1 r 11 (12)#b VERTICAL DIA. ROUND 1 1,00 b� REBAR,EVENLY �22" REBAR SPACED 12" OC SPACED (4) i" DIA. ANCHOR BOLTS — FIGURE 2 ���CONCRETE 36" DIA.X 1 1 I' REBAR LAYOUT 2 FIGURE 1 ` BOLT PATTERN 3 4 5 6 7 8 Rev: DESCRIPTION. DATE: REV'D BY. ECN; A INITIAL RELEASE 1127117 LO 5790 INSTALLATION INSTRUCTIONS: 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQ UIREmENTS WITH G.C. (TOP FOUNDATION IS 3" ABOVE CURB (GRADE). 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION (36" DIA. X 1 11" DEPTH, OR SGUA.RE X 32' DEEP), iNSERT (4) 1" DIA.X48 ANCHOR BOLTS AND (12) #16 VERTICAL REBARS WITH 43 TIES t4) 12" O.C. (PER FIGURE 1) 4. ALLOW CONCRETE CURE YIME 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 WA.SHEKS, (SEE DETAIL 'A') - 7L LEVEL POLE BY ADJUSTING THE I" NUTS (SEE DETAIL'A') 8. INSTALL VERTICAL CLADDING PER THE INSTRUCTIONS INCLUDED WITH THE CLADDING (IN45489GS) } 9. INSTALL COD UNIT PER INSTRUCTIONS INCLUDED WITH THE COD UNIT. (NOTE: COD IS OPTIONAL. AN >� J � MAY NOT BE INCLUDED IN THE SYSTEM YOUR SITE REQUIRES) 10. TOUCH UP POLE AND TOP STRJCTURE WITH SUPPLIED PAINT AS REQUIRED. 11. CLEAN SITE OF PACKAGING MATERIAL. ELECTRICAL: CANOPY: 1.5 AMPS, 120 VOLTS. 60 Hz CIRCUITS. LED COD: 1.5 AMPS. 120 VOLTS, 60Hz CIRCUIT l: (CANOPY) 15 AMP MIN. LCD COD: 2.0 AMPS, 120 VOLTS, 60Hz CIRCUIT 2: (LCD OR LED COD) 15 AMP MIN. ,NET MIRES 5 ISOMETRIC 0 VIEW FRONT VIEW NO COD OPTION NO COD OPTION "NL 5 CiTilf RWiSE SPEr:IF1ED I]UJ„ NSI.FiNS ARE'N INC-rLS t:kANCES FRACTIONA = �8 X-20! xxx 2 0'`. YXXX. PEAT AN',li1 All Ev(erbi t+e a �Y g)IRf m DNIRI00 ,i, ti;}' is ;A 1. IJ1A'N'Nfi 6 DESIGN NOTES: 1 . ALL CONCRETE EXCEPT EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMJM 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. S. THIS ASSEMBLY AND FOUNDATION IS DESIGNED TO WITHSTAND IBC 2012 170 MPH 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. 11.,.+E LA°t PROPMEMAAY AND CONE MnAI THE INFORMATION CONTAINED ,N THIS JRA WING S THE SOLE PROPERMV OF EV=RBRIIE. LLC ANY REPRGJL,f_?ION IN ✓ART OR AS A WHO! L WTTHC%U1 THE WRITT=N PFRM-SSION rK FV FRBMTF t tC IS S`RlCTI + PROHBITED. 7 PRODUCT: MCDONALDS SPRING BOARD TITLE: INSTAL'_ATION SPRING BOARD CANOPY SIZE DWG. NO. REV B IN455930S A SCALE: 1:96 SHEET 1 OF 3 8 t Et r ^F.A#Tb�f?i�ihT D WAY 18 ?017 C B A THE FOUNDATION IS DESIGNED TO Profess" Engineer Stam is limited FafT daborI x+91 d uwg a n'tmnrr Lrn to fbundabon n on Connections I sor �,g s of Z00 Pd Per WITHSTAND A WIN DSPEED OF 115 MPH. y 1�Efaepth Ifsod «,stlefo and Wined others. bers not afT t FIj Welcome Point Gateway - PMS # 425 C Charcoal 2PC all 101-011 YELLOW PMS 012 FQ3 rr n W CQ IT M_ Clearance 9 Feet BLACK ME ME M■ 1 _ l 6"x 6 metal tube Clearance bar YELLOW BLACK PMS #123C YELLOW Charcoal cladding, 2 -piece PASSING VIEW APPROACH VIEW 1 7-0" : Everbrite '`�''•_" Identity Systems Division �r Illumination: N/A Ship Weight: 790 lbs. Other: NON -ILLUMINATED clearance sign with spring loaded break away clearance arm. • Adjustable bang bar. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com C e r 0 ATTACH LETTERS WITH:. 4 1/4-20 x 1-1/4" HXHD SCREWS 4 114" LOCK WASHERS 4 114 FLAT WASHERS JD. 7 ATTACH SWING ARM WITH: M1/2 -13x 1-1/2'" HXHD BOLTS 1/2" LOCK WASHERS (5) 1/2" FLAT WASHERS a _ •(Lim: • • o.. - v t� •�. •- • • • • - f l 1 • • f • I f • • • • r Will ' - •i 1 II' 6 S ' rI: CLADDING / CLADDING CUT -OU- TO TOP OF SWING ARM, CLEARANCE TO BE 3/16" TO 1,/4" MINIMUM _1 O 0 1 1 i DETAIL C SCALE 1 : 16 CUTAWAY VIEW SPRING TENSION ADJUSTMENT NUTS /-DRIVE THRU / PAVEMENT SLOPE TO SURFACE - � SHED WATER � t 3" MIN. ' PRODUCT: CLR TYP 1 o.ao 10.00 17 DIA x 81" DEEP CONCRETE LEVEL POLE 7/8" SLOTTED"FIGURE BOLT HOLE SCALE 1 :16 NOTES: 8 (4)3/4-10 GALVANIZED 40" LONG ANCHOR BOLTS 8 3/4"-10 HEX NUTS 8 3/4" FLAT WASHERS 4 3 Rev: DESCRIPTION: A INITIAL RELEASE HINGE SERVICE COVER ATTACH WITH: (9) YELLOW 8-18 X 1/2" SL HXWH SCREWS 5.00 �(12) 46 VERTICAL REBAR EVENLY SPACED >� (4) ANCOHR BOLTS 5.00• 13 ;) C 36" X 81 E��� 036"X 81" �iorlal FIGURE 2 ProEngmeerStarnpis6mited REBAR LAYOUT t0 bundabon design only. Connections SCALE 1:16 and above-grourld rnernb�5 designed by others 7 6 5 THE FOUNDATION IS DESIGNED TO FiT HSTAND A WINDSPEED OF 115 MPH. CLADDING CAP DO NOT OVER TIGHTEN SWING ARM G TUBE HAIN CAP 2 DATE: 03APR 15 1 REV'D BY: KLN INSTALLA IObi INSTRUCTIONS: >1- 1. STAKE FOUNDATION AREA AND CONFIRM FINAL �.. GRADE REQUIREMENTS WITH G. C. MAY 3 1201.- (TOP OF FOUNDATION IS 3" ABOVE LANDSCAPE GRADE 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION (36" DIA. x 81" DEPTH) INSERT (4) 03/4"x 40" ANCHOR BOLTS (PER FIGURE 1). 4. ALLOW CONCRETE CURE TIME AS REQUIRED. 5. PLACE (4) 03/4" LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 1.50" MAX 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) 03/4" NUTS AND WASHERS, (SEE DETAIL A). 7. LEVEL POLE BY ADJUSTING THE 3/4" NUTS (SEE DETAIL D). 8. INSTALL SWING ARM (SEE DETAIL C) IN TO THREADED HOLES IN POLE, C (DO NOT TIGHTEN YET) USING: (5) 1/2-13 X 1-1/2" HEX BOLTS (5 112" FLAT WASHERS (5 1/2" LOCK WASHERS 9. ATTACH "DRIVE-THRU" LETTERS TO TOP OF SWING ARM TO y4) RIVNUTS (UST RS MUST X 1-1/4ATA HED F R LEVELING) (4) 1/4" LOCK WASHER (4) 1/4" FLAT WASHER 10. LEVEL SWING ARM (LIFT OVER LEVEL TIGHTEN SECURELY) LET ARM HANG - CHECK LEVEL - ADJUST AS NEEDED. 1. ADJUST SPRING TENSION AS NEEDED TO HOLD SWING ARM IN POSITION BY ADJUSTING THE 1/4-20 NUTS ON THE EYE BOLTS (SEE DETAIL C) TIGHTEN JAM NUTS SECURELY WHEN DONE. 12. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. SEE NOTE 1 CLADDING CUTOUT CLEARANCE TO SWINMISM 13. ADJUST THE HEIGHT OF THE BANG TUBE TO BE 9 FEET ABOVE THE DRIVE PAVEMENT (GRADE). 13.1 REMOVE CAPS ON BANG TUB 13.2 LIFT TUBE TO CREATE SLACK IN CHAIN B 13.3 PULL CHAIN OUT OF END OF TUBE i 13.4 MOVE COTTER PIN UP OR DOWN ON THE CHAIN AS NEEDED 13.5 LET TUBE HANG - CHECK HEIGHT 13.5 REPLACE CAPS ON ENDS OF THE TUBE 14. INSTALL HINGE SERVICE COVER - ATTACH WITH: (9) YELLOW 8-18 X 1/2" SL HXWH SCREWS. 15. TOUCH UP POLE AND SWING ARM WITH PAINT SUPPLIED. 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 OTHERW'SE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL- 1/8 X =! 06 XX=. 03 XX)(: = ! .015 .XXXX = REAM ANGULAR: MACHINED t 5 BEND Evwbft •a li•9ft S""M DIIrWoa •s DC NOT SCALE DRAWfNG 4 3 NAI.^,E DATE PRODUCT: DETAIL D DRAWN KLN ..^,?;A?RIs SCALE 1 : 8 ADJUST TO DIA x 81" DEEP CONCRETE LEVEL POLE /�-36" TITLE: PROPRIETARY AND CONFIDENTIAL DESIGN NOTES 4 3/4" x 40" GALVANIZED ( ) 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK ANCHOR BOLTS FILL STALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 2.) CONCR%ETE BASE DESIGNED USING GOOD TO AVERAGE WRITTEN PERMISSION OF SOILS HAVING AN ALLOWABLE BEARING CAPACITY (12) #6 VERTICAL REBARS OF 200 P.S.F./FT. WITH #3 TIES @ 12" O/C 3.) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER (3 #3 TOP 5") 6-6" AND FOREIGN MATTER BEFORE PLACING CONCRETE, 4.) IF THESE CONDITIONS DO NOT EXIST, A NEW BASE "-3" MIN. CLR MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER. 5.) THIS ASSEMBLY AND FOUNDATION IS DESIGNED TO WITHSTAND IBC 2006/2009 150 MPH EXP C WIND LOADS. 5.00 �(12) 46 VERTICAL REBAR EVENLY SPACED >� (4) ANCOHR BOLTS 5.00• 13 ;) C 36" X 81 E��� 036"X 81" �iorlal FIGURE 2 ProEngmeerStarnpis6mited REBAR LAYOUT t0 bundabon design only. Connections SCALE 1:16 and above-grourld rnernb�5 designed by others 7 6 5 THE FOUNDATION IS DESIGNED TO FiT HSTAND A WINDSPEED OF 115 MPH. CLADDING CAP DO NOT OVER TIGHTEN SWING ARM G TUBE HAIN CAP 2 DATE: 03APR 15 1 REV'D BY: KLN INSTALLA IObi INSTRUCTIONS: >1- 1. STAKE FOUNDATION AREA AND CONFIRM FINAL �.. GRADE REQUIREMENTS WITH G. C. MAY 3 1201.- (TOP OF FOUNDATION IS 3" ABOVE LANDSCAPE GRADE 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION (36" DIA. x 81" DEPTH) INSERT (4) 03/4"x 40" ANCHOR BOLTS (PER FIGURE 1). 4. ALLOW CONCRETE CURE TIME AS REQUIRED. 5. PLACE (4) 03/4" LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 1.50" MAX 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) 03/4" NUTS AND WASHERS, (SEE DETAIL A). 7. LEVEL POLE BY ADJUSTING THE 3/4" NUTS (SEE DETAIL D). 8. INSTALL SWING ARM (SEE DETAIL C) IN TO THREADED HOLES IN POLE, C (DO NOT TIGHTEN YET) USING: (5) 1/2-13 X 1-1/2" HEX BOLTS (5 112" FLAT WASHERS (5 1/2" LOCK WASHERS 9. ATTACH "DRIVE-THRU" LETTERS TO TOP OF SWING ARM TO y4) RIVNUTS (UST RS MUST X 1-1/4ATA HED F R LEVELING) (4) 1/4" LOCK WASHER (4) 1/4" FLAT WASHER 10. LEVEL SWING ARM (LIFT OVER LEVEL TIGHTEN SECURELY) LET ARM HANG - CHECK LEVEL - ADJUST AS NEEDED. 1. ADJUST SPRING TENSION AS NEEDED TO HOLD SWING ARM IN POSITION BY ADJUSTING THE 1/4-20 NUTS ON THE EYE BOLTS (SEE DETAIL C) TIGHTEN JAM NUTS SECURELY WHEN DONE. 12. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. SEE NOTE 1 CLADDING CUTOUT CLEARANCE TO SWINMISM 13. ADJUST THE HEIGHT OF THE BANG TUBE TO BE 9 FEET ABOVE THE DRIVE PAVEMENT (GRADE). 13.1 REMOVE CAPS ON BANG TUB 13.2 LIFT TUBE TO CREATE SLACK IN CHAIN B 13.3 PULL CHAIN OUT OF END OF TUBE i 13.4 MOVE COTTER PIN UP OR DOWN ON THE CHAIN AS NEEDED 13.5 LET TUBE HANG - CHECK HEIGHT 13.5 REPLACE CAPS ON ENDS OF THE TUBE 14. INSTALL HINGE SERVICE COVER - ATTACH WITH: (9) YELLOW 8-18 X 1/2" SL HXWH SCREWS. 15. TOUCH UP POLE AND SWING ARM WITH PAINT SUPPLIED. 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 OTHERW'SE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL- 1/8 X =! 06 XX=. 03 XX)(: = ! .015 .XXXX = REAM ANGULAR: MACHINED t 5 BEND Evwbft •a li•9ft S""M DIIrWoa •s DC NOT SCALE DRAWfNG 4 3 NAI.^,E DATE PRODUCT: MCD ARCADE BUILDING DRAWN KLN ..^,?;A?RIs WPG ELEMENT CHECKea w/ 10" x 10" BASE PLATE A DESIGNED KLN 03APR 15 TITLE: PROPRIETARY AND CONFIDENTIAL INSTALL,MCD AB SWGARMWPGSHRT S 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 IN452990S WRITTEN PERMISSION OF EVERBRITE, LLC IS STRICTLY PROHIBITED. SCALE: 1:32 SHEET i STI= 1 2 1