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Home My WebLink AboutPermit S08-089 - MCDONALDSMCDONALD'S 15210 PACIFIC HWY S S08-089 BUILDING MOUNTED SIGN SITE INSPECTION (PLANNING) File No. S08-089 Name of Tenant: McDonald's Sign Address: 15210 Tukwila International Blvd. Date Photo Taken: February 20, 2009 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 2-20-09 City crTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMANENT SIGN PERMIT Parcel No.: 0043000090 Permit Number: S08-089 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Issue Date: 09/22/2008 Suite No: Permit Expires On: 03/21/2009 Business: Name: MCDONALDS Phone: Address: 15210 TUKWILA INTERNATIONAL BL , TUKWILA WA Property Owner: Name: COMISKEY ROBERT Phone: Address: C/O MCDONALD'S Contact Person: Name: BILL LYNCH Phone: 360-424-1325 Address: MEYER SIGN AND ADVERTISING Contractor: Name: MEYER SIGN & ADVERTISING Phone: 360-424-1325 Address: 2608 HWY 99 SOUTH DESCRIPTION OF WORK: 2 WALL SIGNS FOR MCDONALDS; INCLUDES MANY INTERNAL INFO SIGNS. SM Fees Collected: $250.00 PERMANENT SIGN: Zoning: RC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 2124 2052 0 0 Wall Sign Size (sq. feet): 52.46 55.46 0 0 Sign Lighting: Face Residential Land: N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 0 0 Building Height (feet): 0 0 Sign Size (sq. feet): 0 0 Sign Height (feet and inches): 0 ' 0 " 0 ' 0 " Setback (feet): 0 0 Number of Sign Faces: 0 0 Planning Division Authorized Signature: l iU W I/1 7kLffT1Jfl Date:` 412(08 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: SIGN -PERM S08-089 Printed: 09-22-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0043000090 Permit Number: S08-089 Address: 15210 TUKWILA INTERNATIONAL BL TURIN Status: PENDING Suite No: Applied Date: 09/02/2008 Applicant: MEYER SIGN/ADVERTISING CO INC Issue Date: Receipt No.: R08-03114 Payment Amount: $250.00 Initials: SM Payment Date: 09/02/2008 02:07 PM User ID: 1166 Balance: $0.00 Payee: BILL LYNCH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14608 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 ":nS ;c" '02 ?T10 TOTAL 3A0.)0 rinr• Paroinf-nR Printpri: f19-119-20flR f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 PERMIT NO41,3°8 DATE: Please print A - ,. �S210 1:)4Cti.t 140i S 191 Bel Business Name Address of Sign Y Phone QtII ,„,k 2GaewSct\ VAc,�uc., 48273 163-Y2((-13 2 S Nplicant/Con ct Address, City State, Zip LA_ Phone �Me .e�titml- h�411411 �k9�6c&fit.0 CrlSauft1M0%aVAwt.t3 - 72325— Con ctor dress, City, State, Zip Phone 12—)05 2X08 ECEavED MMUNITY ELOPIVIENT CHECKLIST ❑ 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs ❑ Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) ❑ Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $125 application fee per sign See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more N any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review Of actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Frees nding Did building go through design review? es 0 No Wall WALL SIGNS: #1 #2 1 #3 #4 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) 2 j2) -I 2 °- g la '1 2 32- Sign size(square feet) 52-.14t _34--.o_34--.,5$.4 p� , Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LOR, MDR or HDR zones. N IV Does wall sign weigh more than 400 pounds?(Y/N) (J IJ Sign illumination (internal/extemal/none) (04-145.40„).„ iht4s`..4.11/4... % awl .,4 A,t FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. r Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -Inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si n faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for foo ing or bracket inspections. Footing Inspections must take place before concrete Is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me Is true and correct under penalty of perjury by law in the State of Washington, and that the appli9ple requirements of the City of Tukwila will be met. Gl - -03 Date (Signature of owner or authorized agent) b (ICS 4%(-t -S(tiVti.cuw Email Address FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes ❑ No Structural review by: ❑ Denied 0 Approved 0 Approved with conditions P:\Planning Forms\Applications\2007 Applications\PerniSign-12-07.doc Revised on 12-07 Fascia/Uniface Sign 27-1/2" IN 69.85 cm F° cno117 oR c7f) Ill az --a() rn cJ C7 18'-0" 548.2 cm Oen 0-e��, A-Pv ?1E.Lz -ak=‘ (p_)J Illumination: Electrical: Ballast: Ship Weight: 4 - F-84 T12 CW/HO 2 - F-36 T12 CW/HO 5.4 Amps 120V 60Hz 1- Universal MSB1048-816-5 390 lbs. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com D C z a v U O c 0 0 u O B R) N TD 0 0 0. c O 0 0) c IA c o A m v 1 > * SERVICE NOTE: Holes marked in Fig. (1) and (4) as NOTES: Service Bolts Holes are the only bolts removed for servicing sign NEXT ASSY P QTY 7 6 BILL OF MATERIALS DESCRIPTION SUPPLIER SUPPLIER P/N 5 4 3 2 Rev: DESCRIPTION: A INITIAL RELEASE DATE: APPROVED: 8/31/06: CJN J: PLATE - FM468800S L SHAPED FORMED PART 6"WIDEx 13"HIGH 72.000 144.000 STANDARD MOUNTING CENTERS MOUNT TWO PLATES (J) AT 144" ON CENTER per 8 7 6 4.12 KT2/18005 USED ON APPLICATION 4 FIG. 1 -__— 12.50 UNLESS OTHERWISE SPECWIE0: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL! 1/8 .X•2.06 XXX = ! 015 ANGULAR MACHINED ! 5' IMSH Eve 1/2" MOUNTING BOLTS TO MOUNT TO WALL (8) REQURED BY INSTALLER 700� SERVICE BOLTS Er> NAME DATE PRODUCT: MCDONAUD'S UNIFACE DRAWN TRS 8/31/06 SWING MOUNT .XX • 2 .03 CHECKED = REAM DESIGNED GLR 2/14/05 SENO ! 1' STRESS . ENG APPR PROPIITART AND CONFIDENTIAL TI$ INFORMATION CONTAINED IN TN5 DRAWING 0 THE SOLE PROPERTY 08 EVERIRIIE. LLC. ANY REPRODUCTION IN PARI OR AS A WHOLE • WITHOUT TIE WRITTEN PERMISSION OF EVER8RITE. LLC IS SIRICILY PRON8RED *adtl Symms DMia 0O NOT SCALE DR WING 3 2 TITLE: INSTRUCTION DRAWING FOR WALL MOUNT FOR KTt.1 1$DOS SIZE DWG. NO. REV B IN449116S A SCALE: 1:25 TYPE: IN DR'V SHEET 1 OF 2 SCZON c B A RECEIVED S? 02 2L3 COMMUNITY DEVELOPMENT ' View Item Home About Everbrite Contact Us Warranty View Item 36" Arch Nr) • • McDonald's Web Site 36" Illuminated Building Arch 96" 9144 cm 43" 109.22 cm r4 / Page 1 of 2 Illumination: Electrical: Ballast: Ship Weight LED version avai Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-43 Installation Drawing Printer Friendly TAliet Acizba Adobe Reade hftr%/IxT1n1T rliifr.r•rwri /trine] r• /N711.117 rl n+ f f rar4r.r. ;+.1.1.1 ; ort 9r, AM '7 7 42 /1 0/1(1(112 9/16" DIA. HOLE FOR 1/2" MOUNTING BOLT (5) NT03165B LEFT SIDE 90' STAND-OFF (2) PLACES TYP. LABEL TIE PLANK THRU THESE HOLES TO BACK BEFORE ASSEMBLY 12 3/16 NT03166B RIGHT SIDE CABEL TIE PLANK THRU THESE HOLES TO BACK BEFORE ASSEMBLY CABEL TIE PLANK THRU THESE HOLES TO BACK BEFORE ASSEMBLY 6000V @ 60mo VENTE TRANSFORMER 15 11/16 MOUNTING HOLE CABEL TIE PLANK THRU THESE HOLES TO BACK BEFORE ASSEMBLY CABEL TIE PLANK THRU THESE HOLES TO BACK BEFORE ASSEMBLY .063 ALUM R'WAY LID SEE DETAIL SWITCH W/0 GUARD .04" THICK RETURN GLOSS BLACK PRE -PAINT 1 11/16 ELEC. HOLE - LOCATION 1 1/4 SWITCH LOCATION ALL EXTERIOR LABEL MUST BE PLACED ON BOTTOM OF MIDDLE LEG FRONT ELEVATION PART NUMBER NEON NEON+1' TRANSFORMER AMPS TOTAL AMPS NT03165B 9'-5" 10'-5" RETURN .04 GLOSS BLACK . VENTEX ' 6000VQ60MA 18 AMPS 1.8 AMPS NT03166B 9'-5" 10'-5" (1) 20 AMP CIRCUITS TOTAL 1.8 AMP 8120 V. INSTALLER MUST FOLLOW ALL LOCAL AND UL CODES FOR GROUNDING, MOUNTING & WIRING OF EACH NEON LETTER D ADDED STAND-OFF 6 CHANGED NEON SPEC' MB 4-9-0B BV -4006 C B A REVISED PER ISI ARTICLE REVIEV OF E027758 REVISED IRAN LOADING 6 ADJUSTED COVER RELEASED TO PRODUCTION MB MB MB 2-13-08 2-6-08 1-21-08 BV -3953 BV -3942 RTP SYM DESCRIPTION DR DATE ECN REVISION RECORD 191.01.% Anal ki.MIL rift THICK COLOR FACE .100 ACR Mc DONAL D'S YELLLOW BACK .063 ALUM MILL NEON 159060MA EGL V4500 RETURN .04 GLOSS BLACK NOTE: 23 FT. ❑F- RETURN 1 3/4" TUBE SUPPORT 3 7/8 2 9/16 5 FILLER DEPTH .040 ALUM RETURN GLOSS BLACK E -BIT CAP AS SHOWN .063 ALUM. BACK MILL FINISH IEJill11111� 1:11 1%I %ft U11111111111111 HOLE FOR RETAINING SCREW REF. 4 3/8 3 3/4 3 5/8 .063" ALUM. WHITE PRE -PAINT CUT WITH BACK ON ROUTER 4 3/8 FABRICATE ON HAND BREAK BREAK LINE MUST CENTER THE LOCATING NOTCHES 1 3/8 1/2 3 5/8 ELECTRICAL COVER DETAIL FACE ATTACHMENT SCREW LOCATIONS SHOWN FOR REFERENCE. ADDTIONAL SCREWS MAY BE NEEDED TYP. SECTION .100 PIGMENTED YELLOW POLY PRISMATIC FACE REMOVABLE FOR INTERIOR ACCESS 18 13/16 SCREW SPACING TYP. 16 1/2 SCREW SPACING TYP. 41 3/4 FACE ATTCHMENT DETAIL 36 1 3/16 5/8 LINt 5/8 - 2 1/8 ORD 110E9 'FILE 'SHEET 1 OF 3 6°. E v e :.::' 'e 4949 5o. 1100 St. P.O. Bo• 20020 Greenfield. WI 53220 414-529-3500 r 1 ±p : dro wings are tha exclusioe o lll�i�p rtyd f EVerbrite. LLC. Use or duplication in any manner wit oou!ay express itten permission t S Everbrite. LLC is prohibited. TITLESIGN, McDONALD'S 36' NEON SELF CUNT, ARCH: 'i 0.1 1-21-08 _. ORN MB CK0 DT SCALE N.T.S DRUG Mt E002775B REV CMMMED 0 2 2:: COMMUNITY ELOPIi(i1T QE. 90-5 DIRECTIONAL �NN • SPECIFICATIONS: LAMPING: BALLAST: LOAD: CIRCUIT: SQ. FT.: (2) F30T12/CW/HO (1) Jefferson 256.272 .80 Amps (1) 20 Amp ACTUAL (3.52) BOXED (3.15) • Custom Copy also available RECEIVED Plasti-Line, Inc. DEMUNITY VELOPMENT P.O. Box 59043 Knoxville, TN 37950 1.800.444.7446 • • Drive-Thru Twin Pole Canopy w/ Built -In COD (Preferred) LCD Confirmation Order Display 9,-4" 3/4" thick channel letters painted black w/ McDonald's yellow reflective vinyl on faces 11'-3" Order Moro 9-7 7'-8" 6"x 6" painted metal tube w/ break feature White ACM (typical) 6" W-6" 1 l 6" APPROACH VIEW 7'-O" 213.36 cm 2'-6" COHRRM ORDER HERE 12"x 48" fluorescent light fixture Steel columns painted silver White ACM (typical) Built-in LCD confirmation order display PASSING VIEW • ••••..•••Everb ite •p Identity Systems Division Illumination: 4 - F72T12 CW/HO Electrical: 15 Amp 120 Volt Ballast: Fulham Workhorse 7 Ship Weight: 1300 lbs. Other: • Available with LED or LCD COD. • Spring loaded swing away 9' clearance arm CONFIRM ORDER HERE • Illuminated awning provides a customer safe environment at night and protection from inclement weather Built-in LCD Confirmation Order Display SIce69 J Q:2 a .64 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com RECEIVED 0 COM ]EVELOPItBEMUNITYNT • • • • 8 ( 112.00 7 9.75) 5 72.00 B 4t m I 0C '61 A `:ALJLig!A I___.11.allul / (94.ao) CLADDING 108.00 I 11 0❑ _ FIGURE 1 : s : CNJ;In FOP nAIA .EirtFR:.EI Vi! °; COruDurr FOR. LOOP DEECTOR. BOLT PATTERN 4,it rn rials=r;! Izrr.•FctMAR' CANOPY SWING ARM PAVEMENT SURFACE (GRADE) (4) 01.00" x 48" GALVANIZED ANCHOR BOLTS 2.00 DETAIL A SCALE 1 : 8 5 01.00 NUT 01.00 LOCK WASHER 01.00 FLAT WASHERS FILL GAP WITH GROUT 2 1.5' CONDUIT 1 1/2" CONDUIT 3 Rev: DESCRIPTION: DATE: A . INITIAL RELEASE 16FEB07 B ADDED CONDUIT NOTES 21 NOV07 C CHANGED CONDUIT NOTE FROM (2) CONDUITS 26NOV07 TO 13) CONDUITS._ D UPDATED CANOPY IN# 25MAR08 APPROVED: INSTALLATION INSTRUCTIONS: 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. (TOP OF FOUNDATION IS 6" ABOVE PAVEMENT (GRADE) 2 EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION01.00 x 48"CHOR (030" x 72" DEPTH, OR TY SQUARE x 32" DEEP) INSERT PER 4. ALLOW4CONCRETE CURE TIME ABOLTSS REQUIREDFIGURES 1). 5. PLACE (4) 0 1.00" LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 2.00" 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 (4) 0 1.00" NUTS AND WASHERS. (SEE DETAIL A). 7. LEVEL POLE BY ADJUSTING THE 1" NUTS (SEE DETAIL A). 8. INSTALL CANOPY PER CANOPY INSTALL SHEET (1N4492078), USE TWIN POLE MOUNTING HOLES ONLY. 9. INSTALL SWING ARM PER SWING ARM INSTALL SHEET (IN449138S) 10. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. 11. INSTALL COD UNIIT PER INSTRUCTIONS INCLUDED WITH THE COD UNIT. 12. FILL GAP BETWEEN FOUNDATION AND POLE WITH GROUT (SEE DETAIL A), 13. TOUCH UP POLE, CANOPY AND SWING ARM WITH SUPPLIED PAINT. 14. CLEAN SITE OF PACKAGING MATERIAL ELECTRICAL: CANOPY: 3.64 AMPS. 12OVOLTS. 60Hz LED.COD: I.5 AMPS. 120VOLTS. 60Hz LCD COD: 2.0 AMPS. 124VOLTS: 60 Hz NOTE: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. [HIS INCLUDES THE PROPER GROUNDING OF THE SIGN. DESIGN NOTES 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 2.) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN ALLOWABLE BEARING CAPACITY OF 200 P.S.F.1FT. 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. LANDSCAPE NOTE: Area above ttie base plote is to remain exposed. No shroud or landscape material should be placed on top of the base plote. y?LES QT.X:'Sj?i:E AOE 71 xtc ...f 01'_ k., .Et., Everbrlt@ 4A'.•.rr..Aq C:,itTFEr: tMttaTat, ASA CCd•SM 'AIA, • } C rzp ' WON PRODUCT: ,'vicDONALD'S ARCADE BUILDING I WIN POLE w/ FIBERGLASS'CANOPY TITLE' ;NSLALL iN51RUCTIONS DwG NC). REV • B 1N449131 S D Cir I RECEIVED S P 02 2223 COMMUNITY DEVELOPMENT • Welcome Point Gateway • • Everbrite Identity Systems Division 9" 5.3/4' White ACM (typical) PASSING VIEW 1 O'-0" (304.80 cm) 8"x 3/4" thick channel letters painted black with "McDonald's Yellow" /reflective vinyl film on faces. BelWi2 T TIrru. 11 -0" (335.28 cm) 9'-0" (274.32 cm) 1'-0 Clearance 9 Feet _iiiir•___a _____iiIIII__ _ 6"x 6" metal tube 8" 6" 1'-0" painted McDonald's Clearance bar Yellow Pantone 1 23C White ACM (typical) 8'-6" (259.08 cm) APPROACH VIEW 71 Illumination: Ship Weight: Other: Wasi N/A 790 lbs. • 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 RECEIVED COMMUNiTY DEVELOPMENT C • 8 ATTACH LETTERS WITH: 3 1/4-20x 1" HXHD SCREWS (3) 1/4" LOCK WASHERS tii►V e - Tlin r it 3 _ IFS 6.00 SQ TUBE 0.187" WALL CUTAWAY VIEW 7 • 6 5 ATTACH SWING ARM WITH: (5) 1/2-13 x 1-1/7' HXHD BOLTS 5 1/7" LOCK WASHERS (5 1/2" FLAT WASHERS , NOTE 1: CLADDING CUT-OUT TO TOP\ OF SWINGARM, CLEARANCE TO BE 3/16" TO 1/4" MINIMUM 4 Rev: A B HINGE SERVICE COVER ATTACH WITH: (9) YELLOW 8-18 X 1 /2" SL HXWH SCREWS CLADDING CAP DO NOT OVER TIGHTEN • • 3 2 1 DESCRIPTION: DATE: 12/7/07 20MAR08 INITIAL RELEASE CHANGED FOUNDATION FROM 24x48 TO 30x60. CHANGED ANCHOR BOLTS FROM 48" TO 40" SWING ARM i 35.00 4000 60I n` I f u, 1 • 3 1400 }"- 14.00 10.00 1000 5.00 �J- 5.00 7/8" SLOTTED BOLT HOLE NOTES: 8 BASE PLATE SCALE 1:16 CUTAWAY \ `` VIEW DRIVE THRU PAVEMENT SURFACE SPRING TENSION ADJUSTMENT NUTS DETAIL B SCALE 1 : 8 CUTAWAY VIEW P (4) 3/4-10 GALVANIZED 40" LONG ANCHOR BOLTS (8 3/4-10 HX NUTS 4 3/4" LOCK WASHERS (8 3/4" FLAT WASHERS FILL GAP WITH GROUT 2.00 BANG TUBE CHAIN CAP DETAIL A SCALE 1 : 8 ADJUST TO LEVEL POLE -+}1+-1.00 DESIGN NOTES 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 2.) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN ALLOWABLE BEARING CAPACITY OF 200 P.S.FJFT. 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 150 MPH EXP C WIND LOADS. 7 6 5 NEM ASSY ZA0011870 USED ON APPLICATION 4 APPROVED: INSTALLATION INSTRUCTIONS: 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. 2. EXCAVATE FOUNDATION AREA OP OF FOUNDATION IS 6" ABOVE PAVEMENT (GRADE) 3. POUR FOUNDATION (24" DIA. x 48" 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 2.00" 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 (4) 03/4" NUTS AND WASHERS, (SEE DETAIL A). 7. LEVEL POLE BY ADJUSTING THE 3/4" NUTS (SEE DETAIL A). 8. INSTALL SWING ARM (SEE DETAIL B) IN TO THREADED HOLES IN POLE, (DO NOT' TIGHTEN YET) USING: (5)1/2-13 X 1-1/2" HEX BOLTS (5 1/2" FLAT WASHERS (5 1/2" LOCK WASHERS C 9. ATTACH "DR -THRU" LETTERS TO TOP OF SWING ARM TO (3) RIVNUTS (LETTERS MUST BE ATTACHED FOR LEVELING) USING: (3)1/4-20 X 1" SCREW (3)1/4" LOCK WASHER 10. LEVEL SWING ARM (LIFT OVER LEVEL TIGHTEN SECURELY) LET ARM HANG - CHECK LEVEL - ADJUST AS NEEDED. 11. ADJUST SPRING TENSION AS NEEDED TO HOLD SWING ARM IN POSITION BY ADJUSTING THE 1/4-20 NUTS ON THE EYE BOLTS (SEE DETAIL B) TIGHTEN JAM NUTS SECURELY WHEN DONE. 12. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. SEE NOTE 1 CLADDING CUTOUT CLEARANCE TO SWINGARM 13. ADJUST THE HEIGHT OF THE BANG TUBE 10 BE 9 FEET ABOVE THE DRIVE PAVEMENT (GRADE). 13.1 REMOVE CAPS ON BANG TUB 13.2 LIFT TUBE TO CREATE SLACK IN CHAIN 13.3 PULL CHAIN OUT OF END OF TUBE 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. FILL GAP BETWEEN FOUNDATION AND POLE WITH GROUT (SEE DETAIL A). 16. 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 OTHERWISE SPEOFIED: DIMENSIOEO ARE IN INCHES TOLERANCES: FRACTIONAL/ 1/8 X "/D6 .XXX = / .015 ANGULAR MACHINED / .5' 010 DRAWN xx=/.03 CHECKED XXXX = REAM DESIGNED BEND / I" Gustier, ENG MPR. 00 NOT SCALE DRAWING 3 NAME TRS DATE i.2/7107 12/7/07 PROMOTARY AND CONFIDFNTiat THE IHFORMAIION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF EVERBRITE. TIC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PER00510N OF EVERIRITE, LLC. IS STSTCTLY PROHIBITED. 2 PRODUCT: MCD ARCADE BUILDING WPG ELEMENT w/ 10" x 10" BASE PLATE TITLE: WPG w/ 10" x 10" BASE PLATE INSTALL SIZE DWG. NO. B IN4491865 SCALE: I :32 TYPE: INSTALL REV B SHEET 1 OF 1 A CE VED Frl 02 7123 COMMUNITY DEVELOPMENT Presell Board A A 6'-1 " 185.42 cm 6'-7" 200.66 cm 24" 23.56" (59.84 cm) (60.96 cm) _ X5.49 m Illumination: (2) F60T12 CW/HO Polycarbonate lens Electrical: 1.82 amps @ 120V 60 Hz Aluminum shroud to match Pantone 123C Ballast: Fulham Workhorse 7 Yellow Ship Weight: 200 lbs. 62.31" 158.26 cm White ACM (typical) —Dark Caviar Other: Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com 1/18/2008 S:\secure\ISD\Engineering\Drawings\1 Production Released Drawings\Pre-Sell Board\IN449152S-REV D 8 7 5 4 • 2 • 1 FRONT VIEW 1/2"x 12"x 12" STEEL PLATE RIGHT SIDE VIEW MOUNTING HOLES FOR 3/4" GALVANIZED ANCHOR BOLTS 8 7 5.5 BACK VIEW 23.56 5.49 LIGHT BOX (2) F60T12 CW/HO LAMPS 1.82 AMPS 120V 60 Hz ON/OFF TOGGLE SWITCH .063 ALUMINUM SHROUD 24.00 Rev: A DESCRIPTION: DATE: APPROVED: INITIAL RELEASE 07JUNO7 B ADDED ON/OFF SWITCH C CHANGED ANCHOR BOLTS FROM 48" TO 40" 06AUGO7 01 NOV07 D UPDATED 5.54" DIM TO 5.49", ADDED 73.15" DIM 18JANO8 7315 80 40 3/16" x 3" x 3" x 79.5" STEEL TUBE 5.50 3/4" x 40" ANCHOR BOLTS 6 5 INSTALLATION INSTRUCTIONS: - 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. (TOP OF FOUNDATION IS 6" ABOVE PAVEMENT (GRADE) 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION (024" x 48" DEPTH) INSERT (4) 03/4" x 48" ANCHOR BOLTS. 4. ALLOW CONCRETE CURE TIME AS REQUIRED 5. PLACE (4) 03/4" LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 2.00" GAP BETWEEN THE FOUNDATION AND BASE PLATE OF THE POLE. 6. POSITION THE POLE ONTO THE ANCHOR BOLTS AND SECURE IN PLACE WITH (4) 03/4" NUTS AND WASHERS. 7. LEVEL POLE BY ADJUSTING THE 3/4" NUTS. 8. FILL GAP BETWEEN FOUNDATION AND POLE WITH GROUT. 9. CLEAN SITE OF PACKAGING MATERIAL ELECTRICAL: 1.82 AMPS, 120VOLTS, 60Hz NOTE: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN. DESIGN NOTES 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 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. 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. 24" DIA x 48" DEEP CONCRETE FOUNDATION UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8 .X = ± .06 .XXX = ± .015 ANGULAR: MACHINED ± .5 .XX =±.03 .XXXX = REAM BEND ± 1 !NAME DATE DRAWN CHECKED LMR 1--- 06JUN07 DESIGNED 11 -MR PRODUCT: McDONALD'S ARCADE BUILDING PRE -SELL BOARD C B RECEIVED COMMUNiTY DEVELOPIVIEHT FINISH Everbnte NEXT ASSY USED ON SystemsDfvision APPLICATION / NOTS L CUSTOMER SERV.' ENG APPR. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF EVERBRITE. LLC. ANY REPRODUCTION IN PART •R A WHOLE RfTTEN PERMISSION OF . 5 STRICTLY PROHIBITED. 4 2 TITLE: INSTALL SHEET SIZE DWG. NO. B IN449152S SCALE: 1:16 TYPE: INSTALL SHEET 1 OF 1 REV D 1 Bollard :ewes. Everbrite �.. Identtty Systems Division 1-1/2" 1/4" 3.81 c,,, X63 cm 43 cm 1' 2" 35.5 cm 4'-2" 127 cm 45.72 cm Please have your payment ready Thank You SIDE FRONT Illumination: N/A Ship Weight: 26 lbs. Other: • PMS 109 yellow reflective message panel with black decal graphics/letters • Two mounting systems available: direct burial or anchor bolt • Additional copy available upon request Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com Installation in Asphalt or Grassy Area 3. Dig post hole to 22" depth. Pole extends 24". This allows a gap for grasstrimming. FII post hole with bagged concrete (available premixed at lumber stores) Fbur dry mix in hole and level sign. V1bt cement with garden hose.VVater will soak through entire post hole. 1 1 2. lighten recessed set screw with provided hex key. Tighten firmly to keep sign from sliding up or down. J ♦� 1. Remove hex key and loosen set SL7ew so installation tube can slide out to desired length. 22-24" exposed. Allow some space between bottom of sign and ground. • Attention Installer This sign is shipped with a protective mask on front and back. Please remove immediately after installation. • Warning Any masking or tape left on the sign will become extremely difficult to remove with exposure to the outdoor environment. Installation on Concrete 1. Place poo in desired location end mark holes Drill holes and anchor sign post base plate udng either 2.5" expaodon anchors or leg end shield assembly. 2. aide sign on pod end tighten set Ipt late to lma/ beevel necessary to "shim" the base 1 J ♦• Tighten set screw with hex key • Attention Installer This sign is shipped with a protective mask on front and back. Please remove immediately after installation. • Warning Any masking or tape left on the sign will become extremely difficult to remove with exposure to the outdoor environment. T/ARCADE PARAPET E/. + 155 -4o MATCH 33/ ARCADE REVEAL- e_EV. +. 12' -1 1/2" T/HINIX,44 4 AAA ARCADE REVEAL +: q "-44" NON DIR I VE -t . ELEVAT I ON 1 /4" = I ' -0" FEZ E VAT I ON 1 /A2. 1: FOR CONTINUATION .OF . HAAT I ON) ern • Z:N•• • Jvv T Lf 78.15' . 3.10'83-" W - BASF', OF B['ARUICS 552 41• • %/. CAN. SYiF. ha. _, 3.7.0 3248 B=NCHMARK SM. DE &A7 ON TPNTu; 9ptAl PLM E EL.': "3:'•2.04 / . \ li ); CAlIR1:- HAV093 -- - -- -jOsj•/ / •LTJ • 1 1. "McDonald's" wall sign. • 2. "McDonald's" well sign. • 3...: McDonald's 36" wall Arch. - 4. `' McDonald's 36" wall Arch Rat - 331.7' 044 - 328. i. 140-3:.87 ` // J �' �. 1. / / R (' C / CI_ i1 BENC!-WAFT it r FCU ND Fc 5^CF /1 FOSE" ELI:" .....i.. c • a) b) c) • d). .e) 0 g) h) i). k) "Welcome" Directional sign. "Welcome" Directional sign. "Thank You" Directional Sign. "Gate way" Clearance Bar. "Any Lane, Any time" Bollard sign "Pre-sell" Board:` "Pre -sell" Board. .. Menu Board. Menu Board. Drive Thru canopy. Drive Thru canopy. • IL-9 C0 14 &'.OK WAl_. GENET NOTES; • • -- 1.' LOCATIONS 510784 FOR EXISTNG UTRf1E5 ARE APPROXIMATE • 2. AT LEAST 48 noun BEFORE STARING PROECT SITE WORK NOTIFY: THE UIIUTES INSPECTOR AT 200-43-0179. 3.- REQUEST A PUBUC WORKS U10.I11 INSPECTION AT LEAST 24 HOURS 84 ADVANCE BY CALLING 208-433-01+9.' 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE 10 STRUCTURES AND IMPROVEMENTS RESULTING FROM, ' CONSTRUCTION OPERATIONS. •. 5.,' THE CONTRACTOR SHALL HAVE THE PER41115) AND COMMONS. THE 'APPROVED PLANS. AND.A CURRENT COPY OF CITY 0° 11MWILA DEVEI0PIANT QmELNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE . • 5. ALL CORK SHALL C4410104 1• THESE APPROVED DRAWNGS ANY CHANGER FROM THE APPROVED PUNS 1EOUIRE PRE-APPROV41. FRIT .... 10 OWNER. THE DK:N ILA. AND THE 01Y OF 1UKWILA. ' '7.. -ALL 1402NODS AND MATERIALS STALL MEET 01Y OF 1UKWILA DEVELOPMENT CUTEIJNES AND DESIGN AND CONSTRUCTION STANDARDS. • UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS ORECTDR. _. & CONTRACTOR SHALL UAINIAJ A CURRENT SET OF RECORD DRAWNGS- . • ON -541E • • 9. CONTRACTOR SHALL. PROVIDE RECORD DRAWINGS PRIOR 10 PROJECT FINAL APPROVAL 10. PRINCE 4RAFFlC CONTROL ANO STREET- MNMIENANCE PLAN FOR PUBLIC , %CRK5 APPROVAL BEFORE IMPLEMENTATION. 11. ALL SUR4EYMO FOR P'10LUC FACUTES SHALL BE DOME UNDER THE DATUM SHALL BE NANONC888.• HOF20NT4ALDAI DOHA SHALT. BE vERTICAL . , WASHINGTON STATE (GRT) COORDINATES. NORTH ZONE. USING NAD 83/91 - SURVEY CONTROL AND 11E0 TO ANY 1W0 CITY OF 11/07PLA HORIZONTAL CONTROL MONUMENTS FOR PROJECTS WITHIN A FL000 CONTROL ZONE . THE PERM4TEE SHALL PROVIDE CONVERSON CALCULATIONS TO-NCVD'- 1929. 12. REPLACE OR RELOCATE' ALL STNS DAMAGED W REMOVED DUE 10' 07NSTRUC7101: • 13. RETAIN. 1EPLACE OR RESTORE COSTING VEGETATION 84 FICT1S-04-WAY. FASE4ENIS. AND ACCESS MRACES. .. C aggI T vv._ jltr] , CONTACT C40ATA/APPLICANT _.46001W.D1 AVECORORATOR 00. 03 • (PRIMARY CONTACT):. 12.31 13TH AVE NES SUITE CON ACTION: I. 1IoRK PERFOFNED SHALL' BE PSR APPROVED PLANS AND E4FPCATONS ONLY. 1HE PERMITTEE IS REOUSED'TO MAINTAINA SET APPROVED PLANS SPECIFICATIONS' AND ASSDOAIED PERMITS ON THE NOB SITE. WORK' SHALL BE PM ACCORDANCE AWT" AL,_. FEDERAL STATE .AND LOCAL' LAWS. 00( P4 F11 SHALL APPLY F01 A REVISION FOR AMY. WOK HOT ACCCRDIHG 10 ME APPROVED PIANS POO'ITTE_/CONTRACTOR SHALL ARRANCE A PRECONSTRUCTOM • CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY. 1 ..Y1ORKALL ROADWAYS a. ALL 1100 1011 Ad WAS STALL REST TUC 11 AND THE IATTEE b. PRIOR 10 ANY ACE CIT - 01' RIGHT-NTROL , THE PO REVD SHALL PROVIDE T 010-A CONTROL CONTROL PLAN FOR REEEW AND APPROVAL THE ISA AND DESCRIPTION PW7 SHALL INCLUDE THE LOCATION. SHALL ANA QESO RECUI EM NTS. FLOW OUR01C lRE MOT AND SHALL MEET ND7CL RECTI MUST B ` G ALL WORK THIRD THURSDAY SCAT 14 44089 00 MUST BE BY FOONTLLOWING ONLY. : FANU A INE 00. 1 00480 10 84 DOES 501 TO AN FDLLOWNC • JANUARY 5280, THE TER. TOR GOES NOT ALL LANE CLOSURES 84 .1E '..4440. PO URBAN MATER. d TSE. PED -3T AT A AND VEHICULAR 1 ACCESS TO 544110 445 PE MI BE "' 45014 4404. ALL 01444 4110 11 WHEN PERMITTEE NAS PERMISSION NROM THE'BRCLDING OTHER AND THE DIRECTOR TO CLOSE AN ..' 4400053. 4. ALL ET SITEYS'SNALL 8E 4EPW'PERT OF DIRT ANO DEERS USCG STREET REQUIRES PREAPPROVAL FROM TAE DIRECTOR. CLEARINGEPERS USE CF WATER TRUCKS FOR N5TALL S1EEL PLATES OVER AMY TRENCH. AT ANY 174E WORK IS STOPPED AND TRENCH 15 LEFT OPEN. • 44111 PHONE: (425) 42-2411 ., _-. FAO (425) 242-2478 - --.-_......_.._--.*. EMAIL: DOU0.041ES4US.ACD.00M. 0. R. STRONG CONSJLI0IC ENGINEERS �... CONTACT, 'MA 880J35033 ._.... CONTACT: 4801480 D. OL50N. P.E.. __.._- . PHONE:' (423) 827-3083 -..__.. FAIL (425) 827-2473 „__.,--•-.-.. ELU : 80:.OLSONCORSIRONGGXM ERCNECISIERMAIKEtt PARCEL numeras.-.---004,1000096. 0043001.090 a 1I04300000 PROFOSED USE.- -- ---RC (REGIONAL COMMERCIAL) ADJAPEN7 910 USE- --.--IDR/RC MOW DENSITY RUIDENTIAL SENER .---VALLEY VIEW SEINER DISTRICT SCTCOL --MODICA SCHOOL DISTRICT #403 DA. STRONG CONSULTING EMU -ME RE 1000411E 300, PUCE. sLITE 800.040-11017-0LL FREE 425.3272425 FAX POKSR SOURCE... ..- SOUND ENERGY PROPOSED IMPERVIOUS AREA....50.0132 PER surtvry PROVIDED ay -at HANSON --BP P-- BURIED POWER FIR TREE FIRE 111DRAIT CM. GAS itETER IRRIGATOR =11Ra. VALVE UMONAIRE 1. All. TRENCH aCAVATION oPERA,..S SHALL MEET OR EXCEED ALL APPLICABLE SHORING LANS FOR TRENCHES 01ER 4 -FEET DEEP. ALL 7' TRENCH SAFETY SYSTEMS SHALL MMT WISH* REQUIREMENTS. 2. POTTER. CABLE. FIBER MRCS. AND TELEPHONE 1.11405 SHALL 3E IN A TRENCH W114 A MINEMUM HORIZONTAL SEPARATION FR3TA OTHER UNDERGROUND /MUTES. 3. ADJ.IST 411. mAKTIOLES, cATOR BASNS. AND VALVES 04 PUBLIC MGIITS-OF-MAY OR EASEMENTS AFTER ASPHALT PAVitri FIUT .334.5 - 3325 C2 OF C3 OF C4 OF 0.5 OF 913 OF 7 SO4 OF 7 505 OF 7 3.4 oF c,,,ER SHEET GRADING AND STORM DRAPIAGE KLAN 570R14 AND PAVEMENT NOTES AND CETAILS LAYOUT AND DIMENSONNG PLATT STE DETAILS SITE DETAILS MENU BOARD AND DIANE THRU CANOPY DETAILS DRIVE DAM CANOPY DETAILS GATEWAY DETAILS TRASH WO DETAILS SEWER MO WATER PLANS STE LIGHTING PLAN IS EL • TRAFFIC SIGNAL BOX V.V. , WATER VALITE THE UTLITIES 940vAi HEREON, UNLESS SHONE VAM SURFACE APPURTENANCES, ARE PER PUBIJC Accato CR BASED al PAINT STRIPING PROWNED BY MEM. PRIM . TO ANY CONSTRUCTIDN AND/OR EXCAVATION. THEIR EXACT LOCATOR 9131.11.0 BE DETTOAIRED BY CALLING -ONE-CALL LOCATE AT 1-800-424-5555.. ASSOCIATES SEE ALTA/A=I LAN) THIE W.IRVEY. MARCH 24. 200t IT 1.3 TM CONTRACTOR'S RESPOMIOUTY TO BRNO ALL PLAN DISTIREPENCIES ON THE 0\41. PLAN SET ANT) M PLAN COORDINATOR ISSUES BETWEEN THE ARCTITECTURAL/LANCSCAPE AND IIIAL PLANS 70 THE ATTENTION, OF THE MCDONK.D05 AC1/ A110 Oft THE CIVIL ENGINEER Fat INSTRUCTIO9 PRIOR TO PROCEEDING' . TOPDGRAPHY SHOWN IS PER HAD•83/91 HORIZONTAL AND NAVE 58 vERTICAL DRAWINGS NOT APPROVED FOR. CONSTRUCMON UNLESS STAMPED OR SIGNED - APPROVED BY -THE REVIEWING AGENCY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5505 an 1 y v°I I .1>L04 . II ' -4;1: : ' 1:. : 64,,, 4- 4 '1 PDR:OJTEIP: 04.30.•iENDIr N:tt , 1 RlD , Gr \DOCUSEIIRDra AND `51 INL5\M(.O[7752\MY DOCUYIEMIRDS`2005 PRORDORDYPE 4551\ 4901-A2 DWG 1 1 -08-2008 06140 r4® SIMM"I sof CV LI 12 A 51@T NO. H 0 TIME • 2001 STANDARD :•BU I LD I N6 45S1PP+5'R-10/140 BUILDIN6 MOD SEARING IAAU 8 FV D T IGR 571X40 FINISH HOOD amp :1R. S FRNIIN6 5Y000D EXT15IICf1 PINION APLAOC/13Q1R1'.. 617E ID 617E AX45545 O46-0005 15210 PALIPIG'I D% 1E5+ STD MOUE DAYS OGT 2001 170JI BY J, RO(dc7ELL PATO 1f4 E0 OGT 2001 PREPAIDPOR, - • • 82007 M0Oonald'e USA, 110 McDonald's USA, LLC These dna/Sings and specification. aro 0u confidential rind proprl.to.y pp4qparty of McDonald'. USA. L10 and than not be copied or reprodUced ♦lineutwritten authorioatlon. Th ntract documw ent. reproparld for We on thl. epeciUa wit. In conjuncton nith 110 lune ✓ and are not witch!. for we 'an o different alts' or at a later -tine. Uaa of Wise drawings for reference w ewmple on another project require. the service. of properly Hammed architect. and engln.are. Reproductionof the Controcl document. for reuu 0n.0n0th.r protect 1. not autharfxu. PlREPASED. BY.