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07-103554 (2)EXEMPT SIGNS I Ly GENERAL NOTES• 1. AN design, fabrication, instillation and construction shall conform to the fallowing unless specifically noted othoo on thawing The 2006 International Building Code American Concrete Institute Building Code Requirements far Reinforced Concrete (318-02). American Institute of Steel Construction, Inc Manuel of Steil Construction (9th Edition). Amerkwn Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2. AI steel components shall be as listed below, unless noted otherwke: • AN rolled shapes, plates and bars shsh be ASTM A36, or equal. Al• l pips shop meet the iroments of ASTiA A53, Typo S or E Gradtrot or shill most the rowkements of ASTIR A25Z Grads 2 or better, with a minimum yA" stress and wall thicitness that moots or exceeds the minimum values AA252 thkitnessfied for sttote arm we not dig (o � • All structural tubing shsh be ASTN AM, Grads B, or egad. • AN bolted connections shall be made with ASTit A325 Baits and shill be Installed as per AISC Spedflcatione. • AN anchor bolts shesbe ASTit A307, or egad and "I be Installed as per RISC Specikotion. • Alms � gaands/or c be properly Protected 3. M field welds shillma de by be y a welder certified In the specified position. • All welds shall be made with E70XX dectrode, or equal. • AN welds shag be made In a ssquarms that Will balance the applied hoot of welding while the welding pro9• 4 �ata 28 dayhews of 3� 1� compressive • Signags miry be Installed on the structure attar a min urn awing time of 7 days, provided the curly process has been ppe�rly maintemmxd in od;cardance with ACI 3W02 S. All reinforcement steel shall have a minimum jrd siren of 60,000 pal and shill conform io ASiN AB15. All reinforcement steel shall be placed In accordance with Ad 318—OZ • Al reinforcement steel stwN be provided with a minimum concrete cover of r when concrete Iscost against earth. • Reinforcernent stool shall not be 'tack' welded at coed" S. The structure has been designed to withstand a 90 mph (3—sac gust) design wind speed with a maximum design re of 20.4 pof according to ASCE 7-05. 0 • This design to not valid for areas with special wind requl so so to In excess of those listed above. • If the proposed structure Is Iodated In the proximityy of a bluff, tits top or base of a steep hpl, or any other aepq�phical feature that may ofteot the wind low -around the sign. the Installer shill contact Comaretone for -- potentialredesignorro- evdoatton. 7. " The foundation has been designed assuming the following average sap conditions: • Allowable Lateral Bearing Pressure of 150 pef/R (This value Is used for cube and auger footings.) The soil allowable Is multiplied by two for Isolated footing an per IBC 18 C&I. • 150 psf/ft corresponds to a medium sand or egad • If wall conditions other than those assumed are ormunterid (Induding soft sop& unstable or collapsing A expansive eas, organic materials, groundwater, adjacent utNitke or any other condition of potential concern) cease excavation Immediately and contact Cornerstone so that the foundation design can be re—evaluated. • N the structure Is to be located In the proximity of a building or any other sWcW% Cornerstone shall �� contacted prior to Installation to evaluate anpotential Pact an the adjacent footings. • If the structure Is located an the side or tap of a slope In excess of 3:1, the installer shill contact eamerstarns for re—evaluation. The foundation shill not be placed in or now a fill slope without Cornerstones approval. • AN concrete shill be placed In direct contact with a+deborbed soil. There shall be no baddWed ea placed In foundation withowritut 8. Cornerstone Is In no W r�� s it the safety of the work site durktg lost 711 instdhw shall tilde tie measures to make sure that the instill an of the foundation and the erection of the structure Is perfamwd using methods In compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed In Vile design thawing the Installer shall cease work and notify Cornerstone irnmedtately. • Cornerstone wil not be performing on —site inspections or verification of oonditlons. it Is the responsibility of the Installer. the structure owner, and the property owner to Identify the on —sits conditions and to contact Co orston4 with any Nfty too locate also or ark ill underground 10. tMA deviation from theswettlpnlW or non—cWitten ompliance fram CCanerv,ton regeneral enir� the entire design to be vod. S a C a C I tt 1'-Nil DIAM TiES djlQ + 4 - #5 BAR "0 ANCHOR BOLT SEE DETAIL q SIGN FACE GROUND NO710E: CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. I— w O � N I4.1 co W 8' SE00N A —A r M y: TOP C01 FC LEVEL 5 r: 3N 2-3 (3) NUT: N.T.S. ' PLATE SiGN FACE FOR 1"0 A307 BOLTS SEE A.B. DETAIL L+O+ Or C ® C O 03 00 3 = 1 ®� �$ min rn COD d iM t+- fn M O I rm+ I O 0 0 f�A O e— ( O N AUG 10 Z007 ON -SHRINK 0' o GROUT BUIL CI bOT. �, ` o OF FOOTING a in JR. TAMES E. WMGHT, .T & (2) WASHERS PER BOLT WA P.E. # 37197 fi. GENERAL NOTES: 1. AN design, fabrication, instdlatlon and construction shah conform to the following specifications, unless spedfledly noted otherwise an the drawing: • The 2006 Intemal1ond Building Code • American Concrete Institute Building Code Requin ments for Reinforced Can 18-02). • American Institute of Steel Construction, Inc Monud of Sted Construction (9th Editicn). • American Welding Society ANSI/AWS 01.1-2002 Structural Welding Code - Steel 2. AN steel compowts shall be as listed below. unless noted, otherwise: • AN roped shapes, plats and bars shall be ASTM A36, or equal. • AN pipe shall meet the requirements of ASiM A53, Type S or E, Craft B, or shill meet the =kementa de of ASTM A252, Graft 2 or better, with a minimum yield strew and wall thidmess that ss meets or exceeds the minimum value AMU" led for that Dpips en this dlrawin9 (ASIM A252 thkw knetolerarroe are not allowed). • AN structural tubing whaM be ASiM A500, Gruds B. or equal. • AN bolted connections shall be made with ASTM AIA SC Balaswtl be Installed as per • All anchor bolts shall be AS1M A307, or equal and shill be Installed as per RISC Speolflwtions. • AN exposed materials shall ins aropxly protected Pram weathering and/or carwton 3 Inthe field�s motion. by a welder corttfied • AN welds shall be mods with E70XX electrode, or equal. • AN welds shag be made In o sequence that will balance the applied heat of welding while the welding progress. 4. NI concrete shah haw a minimum compressive strength at 28 days of 3000 pal. • Skyu may be Installed on the structure after a minimum acing time of 7 days, provided the curing process has (roan properly mainto nanced In oa ordmos with ACI 318-�02. 5. yAli reinf�orcet�ment steel shall have a minimum io Aand 0 STM A815�� - ehftsteeltll ins placed In accordance with ACI 318-02. • An reinforcement sled shad M provided with a minimum concrete cover of 3" when concrete is cast against earth. • Reinforcement steel shah not be 'tack' welded at Waoft 6. The structure has been designed to withstand a 90 mph (3-see gust) design wind speed with a maxis an design pressure of 15.3 pef according to ASCE 7-05. • This design Is not valid for as with special wind requirements In excess of those listed above. • If the atrucl re le located In the pnn of a bluff, the top or bass of a steep h 1, or any other kxd feature that may affect the flow around the sign, the installer dell oontoot Cornerstone for potential redeem or re-evaluation. 7. The foundation has been designed assuming the following average soil conditions:• of 2WO psi Tho�sVertical value Is usedfor �gspreaad ypetypetfootings.) • If wall conditions other than those assumed are encountered including soft sills, unstable or collapsing sold expansive sag, organic materials. groundwater, ad)oeent utilities, or any other condition of potential concern) saes excavation immediately and contact Cornerstone so that the foundation design can be re-evaluated • If the structure is to be located In the proximity of a building or any other structure. Cornerstone "I be contacted prior to Installation to evaluate any potential impost on the orlocent footings. • if the structure is located on the aide or top of a slope in excess of 3:1. the Installer andl contact Cornerstone for rs-evaluation. Tins foundation shall not be plooed In or nee' a fill elope without Cornerstones approval. • Ali concrete "I be placed In direct contact with undisturbed soil. Thare " be no baddcfMled soil placed In or around the foundation without written approval from Cornerstone. 8. Cornerstone is In no waY r�onsbl for the safety of the work site during instdlotion. 7ht instdler .ham take appropriate measures to make are that the Installot of the foundation and the are tion of the structure performedgmethods in compliance SHAruhru 9. If exieft andpropp�d conditions are not as detailed In this design drawing the Installer shag come wok and notify Comwetone Immediately. • Camerstons will not be performingg on -aft inspections or verification of conditions. n Is the responsibility of the installer, the structure owner, and the property owner to identify the on -aft conditions and to contact Cornerstons with any discrepancies or concerns. it le the owners ed u%nsiWl to locate and mark allunderground 10 Any deviation from arose plane or non-canplions with the ge nerd rotas without written approval from Cornsrstone will render the entire design to be void. s 0 6._0" 3" g,_C)" d d Q • d• d — a 1 a — (j SIGN FACE i.. d d Q A .d' Q Q i Q .d 1"0 ANCHC non n ®10 e C I 6I'-0" NOTICE. CORNERSTONE ENGINEERING, INC IS RESPONSIBLE FOR STRUCTURAL COMPONENTS SHOWN ONLY. 5 tT M t _ g) E3 00` : d m � I � m '5 r •p ®t°_' W A4 3 C o aWm uy 2!' ISM M M C 3 = C300 a° O 1n o N U \ p OD O r m 3 ® LL� 0 G N N 11 O r rn In I r II � \ AUG 10 Z007 cal � CITY of FEDERAL V BUILDING DEPT. AA : o a` to JAMES E. WRIGHT, JR. WARE. # 37197 N s 30" 11" —O 26" C/C COLUMNS SECTION A -A d" STEEL SECTION C-C 1/g".1" 1 1" PLATE TS6X2 SIGN FACE OF FOOTING HOR BOLT THREAD 0 TOP 0 BOTTOM 'HERS PER BOLT 0 c U n N O y` m O N 0 O N O Of ( ._ AUG 10 Z007 of OF FEDERA¢',+VAY BUILDING DEFT. a o in TAMES E. WRIGHT, IF =°' WAP.E. # 37197 • y a S City of Federal Way Sign Permit #: 07-103554-00-SG Community Development Services P.O.Box 9718 Federal Way,WA 98063-9718 Ph:(253)835-2607 Fax:(253)835-260e Inspection Request Line: (253)835-3050 • Project Name: MCDONALD'S AT THE CROSSINGS Project Address: 34814 PACIFIC HWY S ' i Parcel Number: 185295 0070 Project Description: Install(5)internally illuminated wall signs. Includes electrical connection to existing J-ho: "sir Owner Applicant • Contractor DOUG BATES PLUMB SIGNS INC PLUMB SIGNS INC MCDONALD'S CORPORATION 909 S 28TH ST PLUMBSI077QS 11/10/07 12131 113TH AVE NE SUITE 103 TACOMA WA 98409 909 S 28TH ST KIRKLAND WA 98034 TACOMA WA 98409 i , t ,. ..;' Reg.# r , igyt Type 2Illuminated #Sign Sign Face Sign Face Building Faces Width(Ft.) Height(Ft.) Elevation �., q S v a'�r a .• y..u f 0148 • innel Letters 1 1: 0 2.25 South a 7 49 •a llteltettelea 419 2.25 Norm Sign e I r:nnel < 3.00 �y went Sign D 07-0151 Channel Letters Yes 0 3.50 3.00 West Sign E 07-0152 Channel Letters Yes 0 18.00 2.25 East Additional � rrv. , ! real� ��Comprehensive Plan Designation Community Zoning Designation BC Business CONDITIONS: Exempt signs included in this project shall meet requirements of FWCC 22-1599. PERMIT EXPIRES Saturday, August 22, 2009 Permit Issued on Thursday, August 23, 2007 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington nd the City of Federal Way. Owner or agent: Date: c�/ j , THIS CARD IS TO REMAIN ON-SITE CITY OF Community Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE#(253)835-3050 PERMIT#: 07-103554-00-SG Owner: DOUG BATES ' Address: 34814 PACIFIC HWY S . FEDERAL WAY, WA 98003 This card is part of your required inspection documents. Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. • ❑ Footings/Setback(4110) ❑ Final-Electrical(4055) ❑ Final-Sign(4085) Approved to place concrete Approved Approved By Date By Q Date 1� , By 0 Date l i ❑ Attachment(4010) Approved • By t. \A-` Date s ( —ems-. • For inspector reference only O Rough Electrical 0 FINAL-Electrical Approved Approved . By Date By Date - RESUBMITTED • + AUG 1 0 2007 A_ . - CITY Of SIGN PER11 If.OF FEnFRAL Wpplication N ber Federal Way p�ppLI CA UILDINC T•L Q.3 S5 6.4 �Ib • PROPERTYP C' L V f INFORMATION SITE ADDRESS 3 i O l apt�T7 IJ 9 _c SUITE/UNIT tl ASSESSOR'S TAX/PARCEL# 0 S A. { S- -- O O ZONING DESIGNATION CB • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply)X E P13RMANENT ❑TEMPORARY ❑NEW ❑ALTERATION ❑REFACE ❑SST XPILLECTRICAL(lb attach to existing J-box-include on this permit) 4❑ELECTRICAL(New/altered circuit&J-box added-separate permit Is required) ` •, INUMEER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: S Freestanding: ./v t TOTAL ESTIMATED PROJECT COST:$ 3,3QQ l DETAILED PROJECT DESCRIPTION: /.4.-)45�.4-... es-) i u,,,,.M.i 4—r EO Le.) .c.4.. �JG."•c5 BUSINESS NAME ON SIGN: McDonald 's • PEOPLE INFORMATION SIGN OWNER: NAME: PRIMARY PHONE McDonalds ( ) - MANG ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): II FAX NUMBER 1416 S. 348th St . , Federal Way, ( ) _ CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: (Requited prior to permit Issuance) E-MAIL ADDRESS CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE Plumb Signs Inc. Connie Guffey (253 ) 473 -3323 MAILING ADDRESS(STREET ADDRESS;CITY.STATE,ZIP): CELL PHONE 909 S. 28th St . , Tacoma, 98409 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER 19 98 105516-00 BL (253 )4672-3107 COPY COPY of o erd rdrequired => CONTRACTORS REGISTRATION NUMBER EXPIRATION DATE: E-MAIL ADDRESS PLUMBSI077QS 11/10/07 connie@plumbsigns . com APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE Plumb Signs Connie Guffey (253 )473-3323 MAILING ADDRESS CITY.STATE,ZIP 909 S. 28th St . Tacoma, 98409 (253)72-3107 RELATIONSHIP Tn PROJECT E-MAIL ADDRESS itontractor ❑Tenant ❑ Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT Connie Guffey (253 )473-3323 x10 connie@plumbsigns. com • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorised by the owner of the above premises to perform the work for which the permit application is made p �J SIGNATURE 7 I i ' OO D7 /� - '' - DATE: COMMUNITY DEVELOPMENT SERVICES•33325 3M AVENUE SOUTH•PO BOX 9718•FEDERAL WAY,WA 98063-9718•253-835-2607•FAX:253-835-2609 'I, TFMPrlpAL,v clam nnr• - TYPE/PURPOSE OF EVENT: AUG 1 0 2007 DATE OF INSTALLATION: DATE OF • cr • AL: TOTAL DAYS: DESCRIPTION OF PROPOSED sIGNAGE: CITY OF FEDERAL WAY BUILDING DEPT. w TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS .'4 TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN ILLUMINATED ACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x H GHT x#OF FA NO/INT = YES/NO (FT) A • r x_ B x x C x = STREET FRONTAGE(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) J A 4../d4. 1- // x "x / =•Xp B 6./.4I.4 /a ' x,T?"x / =/4O.sa /".) N c 4/.11-i ,'/ xv?d" x / = a.5Z / mod/ J D I.'A- " x 3L x_L=/d.7d# /.17 4.) AZ/ J E A.G. .3,7 4 x .3' x / =/e).7y /.u r 112/ LARGEST EXPOSED BUILDING FACE(SQUARE FEET): .5;26S **POR OFFICE USE ONLY** ZONING DESIGNATION: e l PROFILE: ❑ HIGH DIUM 0 LOW 0 FREEWAY BUILDING MOUNTED SIGN(S) ( FREE STANDING SIGN(S) AREA PERMITTED: A 40 " 7 AREA PERMITTED: AREA PROPOSED: 4/0' /0 .741 AREA PROPOSED: LARGEST BUILDING FACADE: 501 65 STREET FRONTA . NUMBER OF SIGNS ALLOWED: 5 NUMBER O GNS.ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: Cf3 DATE: g'/,L2./6-7.- REGISTRATION NUMBER: A 0 0(42 REGISTRATION NUMBER: REGISTRATION NUMBER:B 0 7-0 1 4 9 REGISTRATION NUMBER: REGISTRATION NUMBER: C Q ? - 0 / 50 REGISTRATION NUMBER: 07-b151 o7- 01S� • TEMPORARY SIGN APPLICATIONS ONLY TYP'P/J RPOBE OF EVENT: I : ED DATEMPINSULIXITON: - DATE of RE tOvez: AUG I 0 2007 AL CALENDAR DAYS: DESCRIPTION OF PROPOSED BIRNAOE` MY or ICDCRAL WAY a ► a - ■ TYPE OF SIGN ' (Indicate number of each) PERMANENT FREE STANDING:_ �- - PERMANENT BUILDING MOUNTED &e_ okillif-- _T rr- - .4 ■ DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT) / /YIf vK 9' . x x_J =Y7.._y 7,:e., cat' . -- iN7 ND a m. 9' x :a" x_L_=i7. � r..�1 i/o 7:.3" ea.. ' i . J ce ,3"d N x I.� x / =.,1•43 Na ,sia // s/.. x.ii.._ x-z-_=4 No Ho // '/- • .-- AA. .s x14 x_L= . --- AJO 4/6 4‘Id _3,QIvE 6 �/Ly 7' '' x x_�`=4/. ,� 414 4J // ' -• 7 T�+7-4d M J. x13i. x A =7 sz) .#.,7 wD ,j:3" a ti 41.4 .3' x/J" x . = 7 Sa /N% N O 3'3" o2,/ /o r7 r�. l0 3 � x/O- x = 36 x ♦o" STREET FRONTAGE FE 11 W e c rnn . /v.A _ , x x = x x = x = x x - LARGEST EXPOSED BUILDING FACE(SQUARE - ): . **FOR OFFICE USE ONLY** ZONING DESIGNATION: . •FILE: 0 HIGH 0 MEDIUM 0 LOW 0 FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: PERMITTED: AREA PROPOSED: AREA . ED: LARGEST BUILDING FACADE: STREET -' a GE: NUMBER OF SIGNS AU-0 7 : NUMBER OF SIG 'WED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPR. BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: h r ilk It; 1 a I{' _ A .M. - .2., '4 4 .. el IL : ' i _` -. S4 -01 .,v...,.. .,..:.-. III _ - 00001* 4r IIII p�l f IV _ ems. '0 ICI k --- IYICDOnald'S :: •::. Everbrite 36" 91.4 cm. 22-1/4" Egi IEN 56.5 cm. -Thou Dif„r._Thru 15" (� 38.1 cm. Enter Welcome Welcome Thank You .may �. 31-3/4" I Thank You AVAILABLE FACES FOR 80.6 cm. mismis♦ McDONALD'S DIRECTIONAL SIGN WITH ARCH 24" 61.0 cm. Directional Sign 70-5A 70-5/70.5M Square Footage 1 7yf Square Footage 3.52 sq.ft.(surface area) Illumination 1-F-30 T12 CW/HO Illumination 1-F-30 T12 CW/HO 13 mm neon for arch Electrical 2.0 Amps 120V 60Hz Electrical 2.0 Amps 120V 60Hz Ballast 1-Valmont#6G3909 Ballast 1-Valmont#6G3909 Transformer 1-France#4030P2 Other Optional 4'or 6'pole Other Optional 4'or 6'pole available available Ship Weight 30 lbs. Ship Weight 61 lbs. Everbrite,Inc.,315 Marion Ave.,South Milwaukee,WI,53172(414)762-8700 Fax(414)768.5460,www.everbrite.com EXEMPT SIGNS 7 & 8 Directional Signs Exempt from permit per FWCC 22-1 599(d)(2)e. Maximum 4 square feet per face Maximum 5 feet in height — - _. - ^ ' WALL AREA-SOUTH ELEVATION: 18'3'x 117'=5,265 SQ.FT.x 7%=368 SQ.FT.ALLOWED SIGN AREA-SOUTH ELEVATION: , SIGN#A-McDONALDS: 2'3"X 18'=40.50 SO FT. ti ,,, ik b) , 5° 0 o U Ai DIM. sr� HATCH LINE ... 6 d o ® ALUM — ' a .� IM ROOF LINE CO , L J II� • E .'. :�.i .:.'.�. :`'ate'•�� © © 1 MI ci cm 13 0 mATco ©� STl �� .��+1 • V , . • �1 • 0 p o � f c s .�UMW I`o WIT � ��_ri C �n�� :� ! :■ _. • CW 7 ... .. ♦ Orr.;��. •'�.'. , „ , . .. . . .1 D � • , , __ ___ ______ , ,,t0, , . . . . • .. • • _...... \ . , • ®r _ .• at ...,�� Jam•. •L• .,_ , : . ‘ , . .. . . • .. . ...„, . ". ... . ... _ . . . . . , . T ,, ,.. . . .i. . . 1 _ ■•.-T..-..---"MW-.a te .. .. \ Z t` - _ 0 rrr. 7, © © -a • -O D 0 0 NAlGfi LINE Ak'JS,lBIL1 TY 5I614IbE ,. SFF 6EN NOTE*b ON Al.0 ® SOUTH EL_EVAT I ON 131./1LDIN6 AD2RE55 b'H. 5TRoKE'TEfS AND 3/4' STRdGE yd.,/ . / I • IRESUBMITTED AUG 1 0 2007 CF'FY OF FEDERAL WAY BUILDING DEPT. a . 1 Fi � ssz I it 1 �' � J 7-re..- 'li 17: :♦ TC I azj� y I ' ' I 13 taJ , if„:44&,:, r + , 44 —411 , .,......_ .....,. _ _,...._-_ . ,....,v4.taitil IIINII•ini-ern.melli:lar ,,k * I i C:). if Cr) li, .• .-0 g . 1--- 1-----fc. "*"7'.-PY1 _ it Pi€12 ' ' 6 -'',°- t. i/,• ..I.',i' 7,.......,...- lit . ..„.. ... .. . �. • , v ,... ' .:moo mop: Cr IN li I : 7, sue'' ,ww•,°...'t�� co L , ,.. ,, ......, .. ; , ,.. : co>,. .. _ r1'.: "406111111. , a--1—aini _.\,..-,:..). , (....) t MI rs; 1.: ,.....:: ‘1._1_.... - ----i-i.---i. .:gFropiw.0_, ria :I-, 1r i�r� -- --� ! t_...2 Lin.: 8- "PP':L."-:— Il . an. P.... $9 • .. . g2 * t ..':7. si : 1.7 (—I M • (�/] LLI , N fff y g3�§ s I 1 • jQ \,,,..j 111 a. 11 a. -v a N i so, I tr Z7yr W N v d ' Ij 1 WI) 1 �dAL) ~g23.. 40 ,/ tiR �j�jCjtil 1 ,k j Zt _a_ µi1..... .. i ) ,4,,,„„s.„. 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REVIEW - .. �. - till --- - - 1 I �I�! 1 CL 6 , ■� i mem.41 - ODE ��. �e ; �' r,, � In i$1 o 2006 CD I C t„) • ____ Z �•;� . �� Asa ■■ ‘4 .air , -94 1 ----- PERMITI Pi 1.1:: 07-103554-00 SG ,j�._ t ; F a a /'' D ADDRESS: 34814 PACIFIC HWY S \ �, -- `' / p > — W 4/ PROJECT: INTERNALLY ILLUMINATED SIGNS ' , 3 _0 -74 ```,,•, +' �� • ` `� ' N / •M EC rr— n cn OWNER:MCDONALDS AT THE CROSSINGS 7 l� '`•, , �. �� _ b RESUBMITTAL DATE: 8/10/07 �il�l.4c416-� ' , a~' �,.M�`� -. . , n. - °D m — n o '� , , -��, '"►' AUK D 2007 j _ �, o � �r�€ DATE .. • -23-�7 ' �-, ^�, - OF FED ° o `, -- -•. �y�;. �`` �• , ' BUILDING DR o U' ccf c" * ISY ' ` ._ cn N ----' — / . 1......________., ib — ----1 . , -• .1 liklY..H LIM rar ,upi . 1 1- -- 1 g 0 ----1 se MATCH v29 sr 1:1---A 57i 't NI T/TOr+EARAPET a ROOF LINE BEHIND 13 Ell IM 1:3 12 I 0 El a i a i . , . :. ............. . ..., . , . • Aim - ELEY• + 21'-4 a c: czi --C1 I,. . .„... .. .., ., . .. ... MI ,,. ... wri .• . ... ,, ... . . .. 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''''-`. '-'''',,;-; -- .--r.f6Y . 0:rW,rev._ _.t'....A....„,P,IfA,,-,--zi's,,..,--, -..,,,amte„-...„se„Atg:r4.-,1..... 31$5,..fi5 ,,,,!,. ,..-si-, El GI . eLEv. , .-0. ..•- ,„pSi,,,V7,,v,.•••,a-41,1-4:--5.W:-t,.-41-bWr :,,,?,,t,. .....t+SOJA,I,a'?. v., ,tre.l.n.V•t - ••-• 4, - • / MI i .. :'*'. Al3r""'t4:160:13'44 ,,,,..,1-.,':>'0''''',r,-,4"...A-v..-51i.;,,4S,..•;77".. ?•,;!..,, -„,-„, CI E2I . .-..,.. 474 '44- • • • , 1 0_1 5T1 Al T/SL.),Et El- . E— CI IMI 0-- 5T1 '.* /17 .,, STIRILJ‘ sri ST2 UNIBOP VaZIFI NANA.5E I4ANJFA Ask NORTI-I ELEVATION . _..., ..... ..._ , . . .FETL.ExV7vA0T1=03N68: • •0 •// ii — / I WALL AREA-1\14:) -18'3'x 117'=5,265RSTHQ SQ.FT.ALLOWED E2V3ATIxON: SIGN AREA-1‘1( R SIGN*1.,3-McDONALTHDES:L ' " 18'=40.50 SQ.FT. . \ RESUBMITTED AUG 1 0 2007 CITY OF FEDERAL WAY . BUILDING DEPT. C/ lbP eA i �f b1 . • TOMER�� O 6 ©.- / n 1 ROOF L1NE OCIIINP \CD a 0 , - cmST (—I�'I ®T TO a WATfJI 5TI ALUI ��77 I I .ram J I # I 0 "lYTOI5R PARAPET T/PARAPET .I T- !7 .V,�1�` •, , ®T -`' ; RG / ARCADE IEl_ 6'-3" 3"I- _I �y� �� III T/PARAPET r. �.-- -- . El ` L J : , : . : i rs. t ARCADE REVEAL- n I- - - � 6 J.• f: e L ?lb r IYr .. ' r T/VESTIBULE c / heal= l •1, t ARCADE REVEAL © 11p t � ` .. k- ,✓ , 3 T I' ❑ Il— 1 STi T/SL.AB J rl___% BUILDING ADORES'' 5T1 r 1 b"H. CHARACTERS t 'Y•J AND 3/4" STROKE MAIN ENTRANCE 0WEST ELEVATION 2.0 //f' I WALL AREA-WEST ELEVATION: 18'3'x 45'=821.25 SQ.FT.x 7%=57.49 SQ.FT.ALLOWED SIGN AREA-WEST ELEVATION: SIGN C -McDONALDS: 2'3"X 18'=40.50 SQ.FT. SIGN.1)-LOGO:3'X 3'7"=10.74 SQ.FT. TOTAL: 51.24 SQ.FT.PROPOSED RESUBMITTED t AUG 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. �._ _ __w. _ ____. • 4.7 10+ 1.15 51 s � � © - ROOF urn BEHIND MaN i. ... .. i ...'t. 1. T/TOYER PARAPET .I'- .,;.,�.r.. ,: '4 ;.i _ \ I s T/nsa= PARAPET R y • r,. _ � © ., • 1 �. . z �, „#'' Y".. : + T/THIS 5/TRELLIS ELEV. + q'-4. y /\ T/WINPOO 44: S y . T/SILL © er - , :: El-7 • 1 u - 7/SLAB in I ST1 2 EAST ELEVAT I®N WALL AREA—EAST ELEVATION: A2' ��✓` / 18'3'x 45'=821.25 SQ.FT.x 7%=57.49 SQ.FT.ALLOWED SIGN AREA—EAST ELEVATION: SIG1' —LOGO:3'X 3'7"=10.74 SQ.FT. TOTAL: 10.74 SQ.FT.PROPOSED RESUBMITTED • AUG 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. _ _� ascial # v- _ Everbrite ir4t 4 •vim Z:t /e7, 3 • Illumination: 4 - F-84 T 12 CW/HO 2 - F-36 T12 CW/HO 1 MC r— C .� Electrical: 5.4 Amps 120V 60Hz 27-1/2" 69.85 cm Ballast: 1 - Universal MSB 1048-816-5 1 IDOJI 18'-0" Ship Weight: 390 Ibs, 548.2 cm RESUBMITTED AUG 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com 8 7 6 5 4 3 2 1 1 • BILL OF MATERIALS Rev: DESCRIPTION: DATE: APPROVED: QTY DESCRIPTION SUPPLIER ----'_- ---SUPPLIER P/N ___________ A INITIAL RELEASE - . 8/31/06 CJN D CI /977ffC'/71/1,E ti 7" /• i t 0 �v 2 : f v?-5 216.00 .t - _\_, `� H,, _ _ ' i J: PLATE - FM468800S 1, -\ `_ f .. .,----°- .._—� — _ ---�,� 27.313 hir !r� ' u, i�im`lr�m �" I. � ► L SHAPED FORMED PART ji W/A1111 , - • 1111111 j: -- 6" WIDE x 13" HIGH � / \ -, 1/2" MOUNTING BOLTS c TO MOUNT TO WALL c 72.000 v- (8) REQURED BY INSTALLER r_f ..„--...„,ki. O -.III144.000 0 STANDARD MOUNTING CENTERS _ 4_,) 00 MOUNT TWO PLATES (J ) AT 144" ON CENTER 700 ��` C5 U I 4.12 I C 2 n I 0 up �4X i_- - ' , m v ID- ix SERVICE BOLTS IIIW o yZ--,I � � I 13 .....„ FIG. 1 °' 12.50 O 0 a � UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: MC rt TTOLERANONS CESARE IN INCHES Q.010 ; D DRAWN TRS 8/31/06 SWING MOUNT FRACTIONAL±1/B 9/01/06 AUG 1 0 2007 A 0 w X =±.06 XX=±.03 CHECKED MN A XXX=±.015 ANGULAR: .XXXX=REAM DESIGNED GLR 2/14/05 cn N MACHINED± .5 BEND±1° STRESS TITLE: INSTRUCT'!• P ?' O ...FINISH .... ---- • DEPT.ALAY; ENG APPR. WALL MOON • rtnt• N �•� 4*,f PROPRIETARY AND CONFIDENTIAL N EW *• KT2118005 ••:� �� Everbrite THEINFORMATIONCONTAINEDINTHIS SIZE DWG. NO. REV SERVICE NOTE: Holes marked in Fig. (1) and (4) as _ �r • DRAWING IS THE SOLE PROPERTY OF °,:�. identity ,r EVERBRFTE,LLC. ANY REPRODUCTION B I N 4491 16S A csiNOTES: Service Bolts Holes are the only bolts removed for servicing sign NEXTASSY USED ON i. a j '�""°"DivL� IN PART OR ASAWHOLE o WITH_ EVEROUTTHLC IS STRICTLY PROHIBITED. SCALE: 1:25 TYPE: IN DRW SHEET 1 OF 2 a APPLICATION DO NOT SCALE DRAWING EVERBRRE,LLC.IS STRICTLY PROHIBITED. 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 BILL OF MATERIALS ._-- Rev: DESCRIPTION: DATE: ' APPROVED: • QTY DESCRIPTION SUPPLIER SUPPLIER P/N A INITIAL RELEASE $/31/06 CJN D I 1 : Assemble Tube (A) to Angle (B) using 1 Bolt assy set (E) Note: Do not over tighten, Tube must rotate 2: Assemble Tube (C) to Angle ,(B) using 1 Bolt assy set (E) Note: Do not over tighten Tube must rotate _. D B , , 3: Assemble Angle (Dv tot Tube (C) using 1 Bolt assy set (E) Note: Do not over tighten, Tube must rotate s .e L Ie 4 ID) p I � 2Bolt sets i i - 1: .�� n��I, . ngle , , i P cite (J� usingass i s t= :i `# ,. k _ t i ° See FIG. Tigl-Itenn securely S- t ',.: �i,i, s 5 4. }'?E^ :.4 -\' - sue',�'ce'X -. ! t e4 '* e'er-4� k - 5: Repeat steps 1-6 for second Swing Mount . 6 Fold both arm assemblies as show c � nshown in g rv , +FC __ � 8: Lift inplace on topof and S F Sign (A) (J) Uni ace = • = ►' e FIG. (3) Two Bolts 9: Align holes on Tube (A) on both assemblies to the two Not Shown Here F ,. ,. brackets on the sign See Fig. (4) for hole locations A: TUBE - TU079201 S — 2" x 2" x 1/4" x 18" (1 pc) t ",mow 'w" 9: Assemble sign to to top of Tube (A) and Plate (J) using 2 sets of (I) and 2 sets of (E)for each B: ANGLE - SA11 1400S - 2" x 2" x 1/4" x 7" (1 pc) & ` assembly. Note: Tighten securely a C: TUBE - TU079101S - 2" x2" x l /4" x 12" (lpc) ' '• Y o f }} tl II 11 N, d�� U r�<g a• Ate', .' , D: ANGLE - SA 1 1 1500S 2 x 2 x 1/4" x 8" (1 pc) bI- t, ' ,: b Service Bolt Holes E: 1/2" BOLT ASSEMBLY (4 SETS OF)- '1 pc 1/2-13 NUT - N0001800 ) Remove onlythe two bolt sets o B l c l/2-13 x 3-1/2" BOLT - SC004600 � �' B p -- (I) that go here, when sign is 2pc 1/2" FLAT WASHER - WA000801 needed to swing out for service (1 pc 1/2" LOCK WASHER- WA000$02 A l F: 3/8" BOLT ASSEMBLY (1 SETS OF)- 1 pc, 3/8-16 NUT - NU000300 FIG. 3 2pc, 3/8-16 x 3-1/2" BOLT - SC004200 _— 2pc 3/8" FLAT WASHER - WA000700 Mounting Bolt Holes N 1 pc 3/8" LOCK WASHER - WA000704 _. '�__ ' Holes for mounting assembly iblik °' Tube (A) to si n bracket with II G: NOT USED FOR THIS MOUNT = +_ two bolt sets (F) o H: NOT USED FOR THIS MOUNT ; UNLESS OTHERWISE SPECIFIED: °' I: 3/8" BOLT ASSEMBLY (2 SETS OF)- '1 pc 3/8-16 NUT - N0000300 DIMENSIONS ARE IN INCHES NAME DATE PRODUCT. MCD 1 I DRAWN res 6/31/06 � ED 2pc 3/8-16 x 1-1/411 BOLT - SCO27500 FRACTIONAL - .010 CHECKED SWING MOUNT 5 FRACTIONAL 1/8 w 3/8" .X =±.06 .XX=±,p3 ..-_ MN 09101/O6 _.... AUG 0 2007 A 2pc FLAT WASHER - W A000700 XXx=•.015 XXXX=REAM DESIGNED GLR 2/14/05 1A t 1 pc 3/8" LOCK WASHER - WA000704 MACHINED+ 5'ANGULAR: BEND+1° STRESS TITLE: INSTRUCTIQ �' ° - I 4' ;;' AL WAY `. HNISH -- ENG APPR `/� WALL MOUNT Flb J: PLATE - FM468800S - L SHAPED FORMED PART 6" WIDE x 13 HIGH I� PROPRIETARY AND CONFIDENTIAL - ` DEPT. N .y ji. E �III:�� THE INFORMATION CONTAINED IN THIS SIZE DWG. NO. REV .o ,,j w KT2118005 ��'• DRAWING IS THE SOLE PROPERTY OF * SERVICE NOTE: Holes marked in Fig. (1) and (4) as ;N�:'•OySYgeral�h �ERBRIELLC ANY REPRODUCTION IN449116S A NOTES: IN PART OR AS A WHOLE Q p a + t NEXT ASSY USED ON = O Service Bolts Holes are the only bolts removed for servicing sign _..._____. WRHOUTTHEWRIITENPERMISSIONOF N APPLICATION DO NOT SCALE DRAWING EVERBRITE,LLC.ISSTRICTLYPROHIBITED. SCALE: 1:1 TYPE: IN DRW SHEET 2 OF 2 O. 8 7 6 5 4 3 2 , 8 7 6 5 4 3 2 1 • BILL OF MATERIALS Rev: DESCRIPTION: DATE: APPROVED: QTY DESCRIPTION SUPPLIER SUPPLIER P/N A INITIAL RELEASE 8/31/06 CAN 1 D /9?Tif'?Norl�ti, T / Po �v� C , L --„, ------N\\ / _ [7 ...._ ,,„ , , . r�\ �,� _� \ 1111 6 ' - 0 „ _ r nr — 1P ' O11 "' 5-1/2" LEG c a OF (H) Z STANDARD MOUNTING CENTERS HINT O L —I-- ci r ii1 MOUNT TWO PLATES ( H ) AT 12' ON CENTER 75 •E el- •a r fl ,� I 4 8, 1 c 1 3 1 O 1 I B SERVICE B 8 \._ -�/ BOLTS a O 6-1/2" LEG OF (H) ' (4) 1/2" LAG BOLTS 3 O 0 UNLESS OTHERWISENCHESSPECIFIED: NAME DATE PRODUCT: MOOR �iPj A'T-�-ED `m rJ°�` v V u,V' DIMENSIONS ARE IN INCHES C TOLERANCES: =.010 DRAWN TRS 8/31/06 SWING MOU s� FRACTIONAL±1/8 C CHECKED MN '09/01/06 W * .X =±.06 .XX=±.03 _ AUG 1 0 2007 A SERVICE NOTE: Holes marked in Fig. (1 ) as Service Bolts Holes XXX-`.015 .XXXX REAM DESIGNED GLR '2/14/055 Ag. - ANGULAR: 7 II" • MACHINED± 5' BEND+1• STRESS TITLE:INSTRU are the only bolts removed for servicing sign RNISH ENGAPPR: BOTioM MOUE WAY - U N •.iN•••.• PROPRIETARY A N11AL r �.• E � THE INFORMATION CONTAINED IN THIS SIZE +DWG. NO. REV `.43 -' ••• DRAWING IS THE SOLE PROPERTY OF NOTES: - USED KT211700S `'•• �0 identity Systems s Di EVERBRTTE,LLC. ANY REPRODUCTION B ' I N 4491 15S A NEXT ASSY USED ON • J "7"""� IN PART OR AS A WHOLE --- ......_..--.._.._.._....____. _- WITHOUT THE WRITTEN PERMISSION OF _ .._...... -._.... ._.... _. `......_._-... aAPPLICATION DO NOT SCALE DRAWING EVERBRRE LIC.IS STRICTLY PROHIBTED. SCALE: 1:1 'TYPE: IN DRW ; SHEET 1 OF 2 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 Rev: DESCRIPTION: BILL OF MATERIALS DATE: ' APPROVED: QTY DESCRIPTION SUPPLIER SUPPLIER P/N f A �_ INITIAL RELEASE 8/31/06 CJN I. { `'� :, ,Y 'tr s tri ?'8sr .^ e r' • x' A,Y " st ,,e a. ... r,s e?` cs<'S;,y'c<.,, F� 3 � ,t>�> .'- ,,xsr. . • Z- 7 ,�-,i a X ". '#'° ,, w ',ors r / ��/) L� ," � x m • fir }. t ? .fit 1 'V. : !b Y` ". ... At as A_-p, t' x " " x° 1 : Assemble Tube (A) to Angle (B) using 1 Bolt assy set y taw. ' � �� +.yw "� . (E) Note: Do not over tighten, Tube must rotate - .; 144 i /2" LEG' ,47.21p,..L.Iiiiic,_ 2: Assemble Tube (C) to Angle (B) using 1 Bolt assy set (E) . M Note: Do not over tighten, Tube must rotate z , k. 3: Assemble Do Anglenot (D)over totighten,Tube (C)busing 1 Bolt assy set (E) = y Tube must rotate � , � . . ,�ssem�i� Ancie (D' I' ! using ffi � � , to Pal ,r�, �sin�, Boi as" sets (I) ''i"4 �., xx�, .'`c _ z to tEe, E See FIG. 3, Tighten securely s . ?mot . �1„ = / 5: Repeat steps 1-6 for second Swing Mount c c E�-1 2 LEG Ej �° 6: Fold both arm assemblies as shown in Fig. (4) z �� Two Bolts � Not Shown Here -, f, : : 1j 8: Lift UniFace Sign in place on top of (A) and (H) 2 �" r 9: Align holes on Tube (A) on both assemblies to the two >3 brackets on the sign See Fig. (4) for hole locations 9: Assemble sign to to top of Tube (A) and Plate (H) 0 A: TUBE - TU079201 S 2" x 2" x 1/4" x 18" (1 pc) using 2 sets of (I) and 2 sets of (E)for each o : _ assembly. Note: Tighten securely 5 B: ANGLE - SA l 1 1400S - 2" x 2" x 1/4" x 7" (1 pc) il '� 4 Service Bolt Holes Remove only the two bolt sets 3 C: TUBE - TU079101 S - 2" x 2" x 1/4" x 12" (lpc) - (I) that go here, when sign is o B needed to swing out for service B D: ANGLE - SA111500S -- 2" x2" x 1 /4" x8" (lpc) E: 1 /2" BOLT ASSEMBLY (4 SETS OF)- 1 pc) 1 /2-13 NUT - N0001800 1 pc 1/2-13 x 3-1/2" BOLT - SC004600 •_ ,, 2pc 1/2" FLAT WASHER - WA000801 -- 1 pc 1/2" LOCK WASHER- WA000802 El G' Mounting Bolt Holes ASSEMBLED VIEW ._ Holes for mounting assembly a F: 3/8" BOLT ASSEMBLY (1 SETS OF)- 1 pc' 3/8-16 NUT - N0000300 Tube (A) to sign bracket with 2pc 3/8-16 x 3-1/2" BOLT - SC004200 two bolt sets (F) 0 2pc 3/8" FLAT WASHER - WA000700 FIG. 4 1 pc 3/8" LOCK WASHER - WA000704 E UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: MRE�DIIITTED DIMENSIONS ARE IN INCHES DRAWN IRS 8/31/06 SWING MOUNT G: NOT USED FOR THIS MOUNT TOLERANCES: Q .010 AUG FRACTIONAL±1/8 CHECKED MN 09/01/06 l-{ U 0 2007 NH: PLATE - FM467900S - C SHAPED FORMED PART 6" WIDE x 9-1/4" HIGH X =±.06 ANGULAR: XX=±.03 DESIGNED GLR 2/14/05 A A .XXX 015 .XXXX=REAM MACHINED± 5 BEND±1' STRESS ! TITLE: INSTRU Ii •j WAY I: 3/8" BOLT ASSEMBLY (2 SETS OF)- '1 pc 3/8-16 NUT - NU000300 -F'N'S" -- ---.-- ENGAPPR BOTTOM MouN ��l;O'sT 2pc 3/8-16 x 1-1 /4" BOLT - SCO27500 .•�•~• •• A PROPRIETARY AND CONFIDENnAL 2pC 3/8" FLAT WASHER - WA000700 •� •r` THE INFORMATION CONTAINED IN THIS SIZE DWG.! NO. REV `A KT2117005 ..� ter, DRAWING IS THE SOLE PROPERTY Of • 0 NOTES: 1 pC, 3/8" LOCK WASHER - WA000704 :As .4• :: E EVERBRTE,LLC. ANY REPRODUCTION IN4491 15S A NEXT ASSY USED ON '= Identity IN PART OR AS A WHOLE ON _.... ..........-----------__---_--..- WtTHOUT THE WRITTEN PERMISSION OF a APPLICATION DO NOT SCALE DRAWING EVERBRRE,LLC.ISSTRICTLYPROHIBITED. SCALE: 1:1 'TYPE: IN DRW SHEET 2 OF 2 8 7 6 5 4 3 2 1 • � f Everbrite Self Contained Illuminated Arch -___-_ _ _ ___ .._ • Identity Systems Division - ,_.,_:, ,,,::_ ,,,,, ,,,_" . ,, ,„_ . , _.„ ., L Size: 60" Hx72" W 48" Hx58" W 36" H x 43-1/2" W 30" H x 35-1/2" W 24" Hx28" W 18" Hx21" W 152.4 cm x 182.9 cm 121.92 cm x 114732 cm 91.44 cm x 110.49 cm 76.2 cm x 90.17 cm 60,96 cm x 71.12 cm 45.72 cm x 53.344 cm Illumination: Neon Neon Neon Neon Neon Neon Electrical: 1 .2 amps 1 .25 amps 0.9 amps 0.6 amps 0.3 amps 0.3 amps Transformer: 2 - 60/30 1 - 12/30 1 - 9/30 1 - 6/30 1 - 4/30 1 - 4/30 Ship Weight: 200 lbs. 110 lbs. 75 lbs. 70 lbs. 50 lbs. 30 lbs. RESUBMITTED AUG 1 0 2007 . Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.cootTyoFFEDERALWAY BUILDING DEPT. • . — — 5:(17 L/L - 4.- .� R 1 ARCHES M A ALUMINUM FORMED CAN / A .040 ALUMINUM BACK FOR LEIIERS f K .063 ALUMINUM BACK FOR ARCHES ° i 1 r G ° _ 15mm GLASS TUBE SUPPORT <ac } } WITH WIRE TIE C — E ( /t " xj/i, a -- D -- -- F from cent r B & S / Ji SIZE SQ, FT. TRANSFORMER c ®d <d 18"x21" ACTUAL ,97 SQ,FT, • SQUARED 2,72 SQ,FT, Electronic 24"x28" ACTUAL 1.6 SQ,FT, SQUARED 4,7 SQ,FT, Electronic ACTUAL 2,56 SQ,FT, 30"X36" T.B.D. SQUARED 7,5 SQ,FT, / BUILDING STRUCTURE '� �� p p ACTUAL 3,68 SQ,FT. YELLOW PIGMENTED \ 36 X43 SQUARED 10.8 SQ,FT, 7560 POLYCARB. FACE ACTUAL 6.6 SQ,FT, REMOVEABLE 48"X58" T,B,D, TRANSFORMER SQUARED 19,3 SQ,FT, FOR INTERIOR ACTUAL 6,31 SQ.FT, ACCESS 51p X59p 9060 SQUARED 20.96 SQ,FT, / PRIMARY LEADS IN 60"X72" ACTUAL 10.3 SQ,FT, T B D Z�' FLEXIBLE CONDUIT SQUARED 30.0 SQ.FT. 15mm NEON A B C D E F G H K TUBE <NE / RESUBMITTED ir 18" 21" 24" 28" 4 1/2' SECTION VIEW AUG 1 0 2007 30" 36" 5 1/2" 2 3/8 �_ II CITY OF FEDERAL WAY 36" 43" 6 1/4" 2 5/8 � . -- 5" —I BUILDING DEPT. 48" 58" IM 2 3/_ 4 2' 51" 59" These drawings are the 60" 72" 7" 2 3/4' :: .: Everbrite �::;.•:.:� exclusive property of Everbrite, Inc. •t.'.•® 315 MARION AV. E ADDED 18X21 DETAILS 1 9/22/04 LO SOUTH MILWAUKEE, WI. Use of, or duplication in any manner D ADDED 24X28 DETAILS I 3/25./3 GLR 53172 without express written permission C ADDED L❑CATI❑N OF PRIMARIES 1/8/02 GLR 414-762-8700 of Everbrite,LLC is prohibited. B ADD 51X59 1/2/96 _ JEV ¶ McD❑NALD'S ARCH SELF-C❑NTAINED TRANSFORMER A RELEASED 7/5/95 JEV INSTALLATI❑N DETAILS SYM DESCRIPTION DATE CHG ECN DRN J E v DT 7/5/95 SCALE DRWG NR REV REVISION RECORD CKD DT 1:12 IN404702S . . ... .. ,-...• 4,414 ... ________ ._ ,,__________ LE - --- . .. ...._._..., _....... _. i „ ' 6,:;'; 0 Tu9 CI .,.,_ __LiT,1•...--_-:::.,,...::_.. _._.,.... 1 1 __..7' , i, I q ir 10"1 ROOF I_I NE BEHIND _ • _..; , ,- • ._ ..._. _..._... ..____.........,.................._.______. _ I r If....',-.:.. ..;‘•::-_,. . . :.:,.... ..''-::.'-,::, .'"*"':`.--''., -;- 4 a , . .....,: .:., ....:.; ..!,,,z :,_,%:'7:•.'-.!.;.:-":-i''2!::.,,.1.--.-,'••• ---' •, -c , „........., ,,,77,_,... _ . ,• .. .- i __ -,.. ,•L.•••••.:,. •,-.......-•••'.''•'c . ..,- 1".; f.:;.:,,-4.,:-..Zi'.1'•"-,:.:.-•••;•;::•.;;`:•;:-';-*•:'," :::.':•::.,...,-.-,..:::- :',2,-..-....-.....•t .1-:•...1., ea ' ,..s rA%."•-•-•-%ill Egli .:-..1 *'1r- , 7...!!:t...i.;:-1•:.•;.;:::7,-.',.:-:. es..fri--:- :,...:-..-- .";:;;':--!.:'•-_'-..ti'...‘_"...,-;::',.::•`.--._:.4•-:,::',,..-,;:i-•..N...:•,,-'''_;;% •,..;- :?•::-.....;. - .::-::,.. :: hvia .•-4 r i . . i iii I-s '4.,..;.,•-:.;:....*:.'..:. *: ..;,,,i:I4-;:f••••,...::-..„:„....:.:,:.1„-.:;!--__•.-:-....•,.....:......:,......;,..-:•;:._.•,:,;:.'-:?:-..1j.:::.-7fr.•;1•::-!,..j..:s:::::.;:'..„:.!-:::::..Z,...:.<,..t:-...:,.. 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E...---. th ...____ __1 t Ala'r , 1041 Lire _ I Ca-1 `' .. __� nILN w 200!` LIFE DENIM _ _ -'�� . .�� kit7T T + Z a ts c: Ci 1 Cil la El isp-\ 51' 5T® ...w It _ .y + _ %' ,a�. )F::•,. i ,. fir' :1` -_t ' EL \ tt ,.. . ...._ P,I — � : : �� a �� o fn"1 +- � Wm - -r �J'fRjS°- •1 • .. . . .. .. .-. _... :. .,.. .. ..;.,...�. >- .-.... ..•.;:•'- .u• _ate. a av . , _ , . ._ . ..• .. . . ..„ . . , ,„ _ vw.«.�.. 'ris> ��ay.+�4:•1�yY•' �.r:u,K, � ..._........„_„.......„,..,........,...,...,.......:......,..„..„,,,. .......„..............,.... ..:. , .........................._.....„, .........., ....... ....„ ,„„,, ________,. . . . ....J.-3- - +J . r. �y ,. , nr iw��], .• L' r4'r.• >. ,>vr-Q. •r;/..41 A ..rl v K Fy.- .._N.t.,�-. - r�..c�..ee Z. e�,.�� ..tt,,-�k >4: YV, s'>w Y.'..,!� ,>•0-.. V:Yt,:I 1:-.-R4'-'5 • + I Z� 4-.Zd 1'it �•Vr�YS'> ..-...r >:.. - '+'•`jr� � ,Vl ,nW K•�'S.'F 4b',�>Id r �` .y WO tvY•K H� M y tr r,N�r53>a�, +tip w-c - ^oyr,-;,.c r y`ry ., „,,rAE' w v;.-� v-T ,,5.1�r A•.+. -/ .1,,.�.n •cn+ va `}n t,ax`„c,n� w r,.`>n..,�.tA"�.• �,V�i'!;."w�3 ,��Y.r�.sl'.s�a"",rn �.,,, `yam. .Lw t .4 vt.nu vaw' " ' '!' vn`".wrl� '.,-. .vim ^.,,, .w. •5 "�''a. t(! m'ca:'+�'�✓+`,1* ,y..s r '`kr,:::: Grp-;:'v.zZc!`'."''`,s. •r v. il - . •5,�*.:, �`'W 12 ,iA`32, �w{ NI _ _ }a'e il'�' 'µa. •r • t: .�-i ,ws-,a,...,me..- •tz:. `vk...v.. Yi1 �J T/WII•IDOW — vs .p ''. p�, >k �'f' w..�.va .n{v+ ��;tX!.��ru r/.wiiyr.v`y.•.y+l\r:� • „ A,A'`•TP ,� 1:/70.K .1 "t:t .tM,N�s..,,,, . ffl,.,K`C,,c W ie-av AIM} AW © i,, .:t � w• r .n�wL7 vr- , � •' o.��w-..a ,�w'.i?�..Rj,'�.n++y?Y'}� .�•i.�Y.«n'�. +f+w. ®r r 'l ■ © - -' ;,,1k.'r;� +•"- 1 i�'.',v1-S} �), �`A.�/-,,a.^+"4 ji,�h 4 ,1> ' :'iF" � W+. >..1� W �/f''!!,,,�. O,,.M1_�c�'y:,V„. 1,�v.t'u>,>I _ _ >l, Vc�"� ,�V •atY„ ,., ,.. -L.,x ''''','•• f/�•;�V•"7.--:j • ..Y- ;,7,',!+t ,45.-T•1.41 •._A ,li," P� Y,tip.. .:._ .... --..":.--1--r.i'^- � -h :. . . .r ,. ... ,,,w, ' . .�..la,r.� f �n ...rV,, .ni9�'17r '^,�.� ,:r��+f;r.:�tY 'Y T/SILL • K,.c <n,.n+.-I'3At.I ,r,. f.,.4 �Yi 1. .o "v^`nG" " 0, ;e711"k r1O .ra4. 1.1 _ Ys:•... 4..., .su I- `'��yr✓'LT,v u1',N�Q`�at'�i..,t .' '�<n, .,�+ ��,�+� }�7 'f �.,L�;t•*1`� �'e. {.. 5T1 1 ELEV. i 9'-O' 1.�R:)444v:::. e`�b,*`;,l n,. y, �� yr4::' .. .w . _:Ww Cv=✓A I ❑J - �--0 "� `,,L,r .al .'rr ' 't2R .n"'""r„'ti'"-'+.�.Fn�'.'s„?.vw..:.w,. ,w'fh' '!S /' El ' l=1 - eT T —•---- ; ..4,.,aL �`;`Cv*w.��,e,.z .e, r rw., © l ---�VrTGbi :� / sn t r/—t— sT ' .. �i_ tx ii 1 5 re srl sTs --------. UN I BOP YERIF1 w.MJFE © NORTH ELEVAT j CJN WALL AREA-NORTH ELEVATION: ----- s FT.x 7%=368 SQ.FT.ALLOWED 0 /d/,ii o / / 18 3'x 117'=5,265 SQ. SIGN AREA-NORTH ELEVATION: I SIGN 0'3-McDONALDS: 2'3"X i 8-=40.50 SQ.FT. _\ 9?Z103554 suBM1r7• suBMI�-ED IS'..E:P:IED8tD"Ft2 007 A U G 1 0 200? CITY OF F closi DINA- "BU,ILD NGDEpLrA,EFT -'1) \\,''''' . , ` �� * �' • (IX% r � 4Y/p \\ Al \�C t 99' 4 ROOF LIFE 2Et11FO 9 12 o EH J--° \ I • -ID / 174 n 0/ i • STI 00 T/TOYER 21.-4=T �'•'-"�� -- AEffr ELEV. r T/PARAPE dik ! ARGADE REVEAL 1 f t r , , g V � Jsr z5 T \ m AGGC55i61LITr s16h1AUE oarf \ \`\ \ �-=h ► -- '— r sEE SEMI N7fE x6 oN _ == rTLr=- a? 'vef=-'MIW _- _ ea= -05=.�-- • - y 5sr —. ® ,_•_ _ems`_ T/SLAB I 5T1 I��1 BUILDiN6 AGOf2Q`fr - _ / i 6'H. CHARACTER ti AND 3/4' STROKE i MAIN ENTRANCE (Th HEST EL-EVAT T ON WALL AREA—WEST ELEVATION: • 18'3'x 45'=821.25 SQ.FT.x 7%=57.49 SQ.FT.ALLOWED SIGN AREA—WEST ELEVATION: SIGN C -McDONALDS: 2'3"X 18'=40.50 SQ.FT. SIGN.17—LOGO:3'X 3'7"=10.74 SQ.FT. 0 7 r I 055 TOTAL: .51.24 SQ.FT.PROPOSED ESUBAA 17C '. ttatSUBMITTED SEP 1 8 2007 AUG 1 0 2007 CITY OF FEpERq �O BUILDING nc. F FEDERAL WAY k, BUILDING DEPT. V ',44 3 Gl �} /S I .ram- }+�y 4 � &/ a °A � 4n r` /w• (' 51 ti (� ' c...,_---) 6 o � ROOF LINE BEHIND� a � �, - i -f /aL1 ` ... . : .......- � `I .I. T/TGY'ER PARAPET } I It �7=.1 i! - t _ _ � _ A• Z 1 .. T1 tttCl.L 15 � p � k ELEV. + 12'-0' f/, ' a/TRELLts , ;: T/ INDON 2 3/4 m iY \ Mt �. ELEY. + 8T/ LL © 1 5i{1. ELey. + b'-2 3/4' T/SLAB IS El lif CI m 'Tr' MO W'' - -- -i. ELEV. + 0'--0' 5T1 )` t h 2 EAST F�E1/AT I CAN WALL AREA—EAST ELEVATION: AZ /,'N, 1 / / 18'3'x 45'=821.25 SQ.FT.x 7%=57.49 SQ.FT.ALLOWED SIGN AREA-EAST ELEVATION: . rx. a SIGN.E-LOGO:3'X 3'7"=10.74 SQ.FT. TOTAL: 10.74 SQ.FT.PROPO RESUBMITTED RESUBMITTED AUG 1 ® 2007 Y SEP 1 8 2007 3. CITY OF FEDERAL WAY =' CITY OF FEDERAL WAYBUILDING DEPT. § 3 BUILDING DEPT. 6 5 4 3 2 1 ;.are: '.,. ----1--- ev BILL OF MATERIALS DATE: Rev: DESCRIPTION: APPROVED: DESCRIPTION SUPPLIER ..._ S A INITIAL REL R3€ 8/31 /06 Cif+ L--- - C' ' ( ""1— El . .5/6A-/ ;' C� ..,,..„ \\\,_____4iii,>--„,----- -------- __ - -------.\ -,..---------- --'N. ' f \ _ =,==winclem - , r �t / rs�ilG;==-,1 =.�Q:III II G 'I- I � �' �:� / •W i 1 I ��,___; ;, • H: PLATE FM467900St. �I — t ( ` F r' �, i _ L �I�, ` �: C SHAPED FORMED PART d — 6 WIDE x 9-1 /4" HIGH / _ 1 - 6 J - nr II I LI I / C Ofi ce, /5-1 /2" LEG a-, 1 P / OF (H) z TANDARD M❑UNTING CENTERS I HII;I i /, O MOUNT TWO PLATES ( H ) AT 12' ON CENTER T3 C� 1 en cr , 0 1 III - --1-LT'l.JJl O I,X I 19 A O U /: I � - ` is, r , , o2 B "0 \A_ jJ SERVICE BOLTS it N o t'\i...,14' gv 6-1/2" LEG I OF (H) (4) 1/2" LAG BOLTS r '; UNLESS OTHERWISE SPECIFIED: _ I NAME DATE PRODUCT: MCD UNIFACE - � DIMENSIONS ARE IN INCHES • WN ;7RS - 1w TOLERANCES: p.010 DRA- ._ 8/31/Ob ! SWING MOUNT (� FRACTIONAL±1/8 RESUBMITTEDE® X =±.06 _±,03 CHECKED MN ,09/01/06 1 * SERVICE NOTE: Holes marked in Fig. (1 ) as Service Bolts Holes =±.015 .XXXX=REAM A DESIGNED GLR 2/14/05 ANGULAR: _..._ MACHINED« 5' BEND•I 'STRESS TITLE:INSTRUCTIOhAVIGN I ` are the only bolts removed for servicing sign ` FINISH ENG APPR. OR K12117OOS RET j,•.•• N4�. I PROPRIETARY AND CONFIDENTIAL �t F FEDERAL WAY .'.'� �;:• THE INFORnv+noNCONrnwEDINTHIS us NCBUILDING DEPT. REV a KT211700S �.�4_' EDRAWING 6 THE SOLE PROPERTY OF s aa -•+ �.,. nivWoo EVERBRITE,LLC. ANY REPRODUCTION 1155 A -: ,• , t�• v 7 IN PART OR AS A WHOLE ES, NEXT ASSY USED ON WITHOUT THE WRITTEN PERMISS gy auIF °cE � X° f c *. . APPLICATION DO NOT SCALE DRAWING EVERBRTIE.LLC.LS STRICTLY PROH • 0� � �2 4' 8 7 6 5 4 3 2 tfJ 5 t _ —____ el. frU '. A ALUMINUM FORMED CAN ` et -c, 1 .040 ALUMINUM BACK FOR LETTERSImmo } ®!: 1 K .063 ALUMINUM BACK FOR ARCHES difiz, 74 Li 11 !iect-( Yzi ..\,) , -- 15mm GLASS TUBE S -�' c,,,� 11 i } WITH WIRE TIE // �c�c-`' C - H E (5) = D F from cent r ,C�� / 6,-) B *.<01-,// ‘c.i®ate SIZE __ SQ. FT. TRANSFORMER ACTUAL .97 SO.FT. 18'x21' _ Electronic: SQUARED 2,72 SQ.FT, ,// 24'x28° ACTUAL 1,6 SQ.FT. Electronic SQUARED 4.7 SQ.FT. // ACTUAL 2.56 SQ.FT. 30"X36" T.B.D. /. L�Uri SQUARED 7.5 SQ,FT. BUILDING STRUCTURE ® ACTUAL 3.68 SQ.FT, YELLOW PIGMENTED --- 36 X43 SQUARED 10,8 SQ.FT. 7560 POLYCARB. FACE �� ACTUAL 6.6 SQ.FT. REMOVEABLE TRANSFORMER 48°X58' SQUARED 19.3 SQ.FT. T.B.D. FOR INTERIOR 51'X59' ACTUAL 6.31 SQ.FT. 9060 ACCESS PRIMARY LEADS IN SQUARED 20.96 SOFT. ACTUAL 10.3 SQ.FT. FOIBLE CONDUIT 60'X72' SQUARED 30.0 SQ.FT, T.B.D. 15mm NEON A B C D E F G H K TUBE 18" 21' _ \_ SECTION VIEW 24" 28' 4 1/2' RESUBMITTED 30' 36' 5 1/2' 2 3/8' 5' AUG 1 0 2007 36' 43' 6 1/4. 2 5/84 48" 58' 2 3/4' 2' DiTY OF FEDERAL WAY BUILDING JDEPT. 51' 59' Everbrite These drawings are e 60' 72' 7' 2 3/4' _ ••• exclusive property of Everbrite, Inc. -�'•® 315 MARION AV. ADDED 18X21 DETAILS 9/22/04 LO SOUTH MILWAUKEE, WI. Use of, or duplication in any manner T 3/25/3 GLR 53172 withoutR �vrvf n permission ADDED 24X28 DETAILS _ iJ - __ 414-762-8700 of Ev rbrit-e;LLC prohibited. = ADDED LOCATION OF PRIMARIES 1/8/02 GLR TIME ARCH SELF-CONAi. �7TRANSFORMER ADD 51X59 1/2/96 JLV McD®NALD S CITY OF FEDERAL WAY RELEASED 7/5/95 JEV INSTALLATI❑N DETAILS DIED pEPT. 7 E DATE CHG ECN DRN JEV DT 7/5/95 SCALE DRWG N 7 0 2 f .. 65 1p -- DESCRIPTION I N 4 0 4 4 — -- ----• — _�_�_a aco DT 1�12 __ - 4 . �" '* Everbrite FP-43 Modular Outdoor M enu oard , 'fst. • "' Identity Systems Division EXEMPT SIGNS 1 & 2 Illumination: 4 - F60T12 CW/HO 4:1 P.,ill0010 it ,4 a., 0tip IlIi Aa:—:C 2 - F36T12CW/HO .„„ 11~ 2 - F24T12CW/HO } "ratl+►� ? .. i 2 - F60T 12 CW/HO " —d - + Electrical: 4.9 Amps / 1 .6 Amps (flipboard) i4 120V 60Hz * 4 lig 11 li , ._ ._„,40. -- _jay _liti; Ballast: Advance #RC-4560-TP 63-1/2 Power Lighting #V234L8-16 5 161.29 cm Power Lighting #V 12L4-12 il ,,,,,�_ is� Ship Weight: 197 lbs. ....1. ., ....,rti 1110.0004 lel Veage ft 01.1. 13 WO emwara.. , Other: • Modular design for increased rl�!!!1 —.�-. ~�� ` flexibility iii sw�! s..S r, o ---� ........ lz „ — • Adjustable channels for easy " • --,,.....,,, menu modification 11 • Optional kit to accept Customer Order Display and/or speaker • Flipboard panel can rotate 180 degrees to display two dayparts 108"_ 274.32 cm • Please call Flordia Plastics for strips and grids EXEMPT SIGNS 1 & 2 Menu Boards Exempt from permit per FWCC 22-1 599(d)(2)p. Height OK per FWCC 22-1 597(39) RESUBMITTED Square footage approved by K McClung per AUG 1 0 2007 -- FWCC 22-1602(c)(4) F FEDERAL WAY • Everbr Engineering required per IBC maintain at Site. ukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite• WILDING DEPT. EXEMPT SIGNS 1 & 2 v 1, 1 Florida Plastics International, Inc. -`: r a 10200 South KedzieAvenue Installation of the Capacity Module for the FP-43 • Evergreen Park, IL 60805 - . . _ 708.499.0400 Fax 708.499.4620 " FLORIDA0--e40.4t--.3.100e7I4 F . . , _ ,, , , . , _ - . FP S tcs F P .. 4 3I '`TER> �ATlo > L c. This drawing shows the clearance required for the new FP-43 Capacity Module. Capacity Module Kit When installing, be sure that there is clearance from any obstructions and from Drive-Thru path. 1 INSTALLATION INSTRUCTIONS °,A:. ,,I • 1,4 �t 1„! d I TOOLS NEEDED: Ladder, 3/4" , 7/1611and 3/81'wrenches. I , „` / I PERSONNEL NEEDED: Minimum of two installers ,,.o _ — I / "Ii14 -:.' cola U,' f 6�af'1 ^LE , P, / \ d— / y,,7;r I.-ter, C T a • 4' ## > `ir. E�f `3M1T q, YPg €::;,.,.;:*3zr- 5 } ,y�,yr��f ``, i - - ��/II -j1.J.f T. (i.7 S:.I.I I. 8.7 ._�+[.F 1. J.— ll.F I. s s9� Y em ; ° ' ' ,: ` , r _ si ' I 1 /� TOTAL VIE.?..BLE 'iatw R4+RwFts.1 11 i AREA 34.8 Fi. • s I• ,vr.:A owa.�q ) .F OM 'P1L<f` •• "�A ,'1 4 {.. 9 i leTI r- r rE9t ! IIR�"$ I T .1 C IJ17 re,•.MM., U i �.T '.lc: . # weic .i.�Y ±Pi s-. to,.: 1 TC1 L E 7 5:IF'�r 1 �� I.a;:.. 4Gi` 44 1 F 5 CIITFF I :.I:a'A'ABLE Fu EF F F .I E .:F_LF I ,: b AKIN€ r ,s# I -r Cl7 FEE C I [ C'LI I FHI_510E"F L"LE° plD.r r t —VI I •� Y'` "4' E I TC F $itarnsae. SFI 41� r,),F ''u'°` E ' 1 -- WI inow,df Wawa p,( gi 114{ �. • r F'F lC F IF(. FC I1 A4 ' Gpt.F tiE'.E 1 J1 "IlF I tlEtt �I,A�.+�a..bA�S kot ty# at ,�.*q &f � ,, In � ,.ELE � I =-°-ieR�Q 'Y i � IL-i•141r1 I E�tE:•U try cl,. Y HFI r �I ... .. ..$ ; agy} °t1$ J-- L—I ' �:Pc . Elr'.. YC � 1 ' _- _444LI, � E 1 'Y r .L , PE lartx.n: �`►- - 9E" • , UG 1 0 2007 �L/. ` �• -I 'T_ .LIIE -"::I� Ii rl ll lL l,i'I FFL I, "4,.."1-444. { i L r , OF F iAl.WAY � �/ C Fr 4.C., ED'E - \ f�Th Y ' L-zp DIN O•/�{� T I PEL E � LI I•—16'sla cEF'Il - - 5- EXEMPT SIGNS 1 & 2 Specifications "Three Panel Drive Thru Menu Board Size: 63W'H x 73 1/8"W x 9"D❑ Volts: 4.9 Amps @120 VAC 60 Hz Ballast: Advance #RC-4S60-TP Ballast: Power Lighting #V234L8-16 Lamps (60"): F60T12CWH.O. (QTY 4) Lamps (36"): F36T12CWH.O. (QTY 2) Lamps (24"): F24T12CWH.O. (QTY 2) Weight: 127 lbs. Capacity Module Size: 631/2"H x 24 21/32"W x 9"D Volts: 1.6 Amps @120 VAC 60 Hz Ballast: Power Lighting #V12L4-12 Lamps (60"): F60T12CWH.O. (QTY 2) Weight: 70 lbs. RESUBMITTED AUG 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. - 11 - EXEMPT SIGNS 3 & 4 . Everbrite u _ 7 t.•. Identity Systems Division • Drive-Thru Canopy _ _ _ __. __ ____ Drive-Thru Twin Pole Canopy w/ Built-In COD (Preferred) 3/4"thick channel letters ptd.black w/McDonald's yellow reflective vinyl on faces 9'-4" ► . 7'-0" ► 213.36 cm A 12"x48' fluorescent .T-r If n light fixture Illumination: 4 - F72T1 2 CW/HO �i� c 'cc frIc &, 8" I Clearance 9' 6" Steel columns ptd.silver Electrical: 15 Amp 120 Volt E7:67" ► 2'-5" 11'-11/16" III Ballast: Fulham Workhorse 7 I IlWhite ACM(typ) Ship Weight: 1300 lbs. 9'-0" _ Other: • Available with LED or LCD I COD. White ACM(typ) •El • Spring loaded swing away 9' l 6„ - - clearance arm APPROACH VIEW PASSING VIEW • Illuminated awning provides a customer safe environment at night and protection from Drive-Thru Single Pole Canopy w/ Free-Standing COD (Optional) inclement weather . 9'-4" 7'-0" 213.36 cm A .4----fluorescent x 48" fluorescent N I--1 light fixture • (0M1(&:ir IH1 ir@ 8" I 1 Clearance 9' 6" Steel columns ptd.silver 7:67" - 30.48 cm EXEMPT SIGNS 3 & 4 Instructional Signs 94—I. I White ACM(typ) 11'-1 1/16" 6"x 6"ptd.metal tube w/ break feature Ti IIFree-standing Exempt from permit per FWCC 22-1 599(d)(2)I. customer order display 9'-0" l+ Maximum 6 square feet. 1 Engineering required per IBC - maintain at Site. • . White ACM(typ) PASSING _ APPROACH VIEW , VIEW 6" RESUBMITTED AUG 1 0 2007 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.comcrrtoFFEDERALWAY BUILDING DEPT. EXEMPT SIGNS 3 & 4 Everbrite • Welcome Point Gateway : �• Identity Systems Division A.. 10'-0" (304.80 cm) 9" 4 ' 8"x 3/4" thick channel letters ptd. 5-3/4 black w/ "McDonald's Yellow" reflective vinyl film on faces. DV7C( c TCU I 8" Illumination: N/A Clearance 9 Feet �T6" Ship Weight: 1'-0" Other: • Non-illuminated clearance sign • with spring loaded break away Tclearance arm. 6 x 6 metal tube ptd. Clearance bar • Adjustable bangbar. McDonald's Yellow Pantone 123C 11'-0" (335.28 cm) 9 -0 White ACM (typ) 8'- (274.32 cm) (259.08 cm) 1'-0" White ACM (typ) 16„ PASSING VIEW APPROACH VIEW -_ RESUBMITTED AUG 1 0 2007 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com CITYOFFEDERALWAY BUILDING DEPT. EXEMPT SIGNS 3 & 4 8 7 6 5 4 3 I Rev: DESCRIPTION: DATE: APPROVED: A • INITIAL RELEASE 28MAR06 `CJN B DIFFERENT COD AND SWING ARM 28JUN06 CJN S. D IRK EYEBOLTS LIGHT BOX FOR DOWN LIGHTING PI (4) F72T12 HOCW LAMPS ( 96.0 ) mu- ( 72.0 ) m• 5/8' MOUNTING BOLTS A325 (4) ( 81.0 ) No- ( 10.0 ) INSTALLER INSTRUCTIONS: 0 0 1.STAKE FOUNDATION AREA AND CONFIRM ANAL a a - GRADE REQUIREMENTS WITH G.C. 2.EXCAVATE FOUNDATION AREA. 1 3.INSTALL CONDUIT STUB AND ANCHOR BOLTS AND NO SPRING AND _ _ II__ I POUR CONCRETE.(PRIMARY ELECTRICAL SERVICE am TO BASE BY G.Cl.NOTE COMBINED CONDUIT SHOULD .. BRACKET �� NOT EXCEED 5INCHES IN DIAMETER O Clearance 9 -0 O INSIDE ARM ) RUN WIRES AND CONDUIT 4.ALLOW CONCRETE CURE TIME AS REQUIRED CO FROM CANOPY TO LEFT POLE 5.INSTALL POLE ENSURE POLE IS LEVELED. - ( 79.0 ) SWING AWAY CLEARANCE ARM I i i II 6.MOUNT CANOPY ON POLE Z_ ( 31.5 )---III- 7.INSTALL'ORDER HERE'ARM TO POLE,LEVEL / I I CLADDING I I B.MAKE FINAL ELECTRICAL HOOK UP TO PRIMARY IN ( 9,0 )-� I �-CLADDING I i I I WEATHER PROOF JUNCTION BOX SUPPLIED BY INSTALLER (ALL ELECTRICAL TO MEET ALL LOCAL CODES. N -^� 2'X6'XI/4' STEEL ►( 24.0 )-a.... 9.IF THERE IS A COD,MAKE ELECTRICAL AND POS CONNECTIONS. E C TUBE TWIN POLES II.ATTACH CLADDING TO POLE PER INSTRUCTIONS WITH CLADDING. C a) 11.NLEOTOHUPAITINGRE FL ` INSTALLER TOUCH-UP REQUIRED 0 ( 6.0 ) -.6-- POLE ....--( 28.0 )--IN- WILL BE REMOVEABLE PAINT WILL BESHIPPED WITH THE POLE FOR THIS PURPOSE FOUR HOLES FOR TO ACCESS AND SERVICE 12TESTLIGHTCANOPYANDTOUCHUPFRAMEASNEEDED. MOUNTING COD AND COD AND SPEAKERS 13.REMOVE LIFTING BOLTS AND REINSTALL HEX BOLTS. Y 14.CLEAN UP AREAAND REMOVE ANY PACbNG MAT L - r-- TW❑ HOLES FOR 0 8.0 -0 WIRES �_ ( ) "t'COD WIDTH N H DESIGN NOTES: 108.0 C AFTER POLE IS LEVELED AND L)ALL CONCRETE IXCEPTCONCRETE USED FOR BACK BOLTED INT❑ PLACE, FILLt FILL SHALL DEVELOP A MUM COMPRESSIVE ENTIRE AREA UNDER THE BASE t 2 G CI ( 27.7 MOUNTING HOLES ) STRENGTH OF3000P.SJ. PLATE WITH EMBECO #636 2.)CONCRETE BASE DESIGNED USING GOOD TO AVERAGE NON-SHRINK METALIC GROUT I El SOILS HAVING AN ALLOWABLE BEARING CAPACITY OF200 P.SFJFT. 38.0 I 3.)ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER "' LED OR L C D COD BOX- AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4.) IF THESE CONDITIONS DO NOT EXIST,A NEW BASE N ( 16.0 MOUNTING HOLES ) MUST BE DESIGNED BY A LICENSED STRUCTURAL Tll fX 6.0 �_ ENGINEER , O• o 6.0 A II • B 1' DIA ANCHOR �-_= RUN TWO 1 1 2' CONDUITS ELECTRICAL DATA B D I I I } BOLTS 30' LONG LINELOAD:3.04 AMPS (1)15AMP 120VOLT CIRCUIT (4) REO'D O w w \ n ENCLOSED F72TB12 CWM0(4)REQ'D ALLAST FULHAM RKHORSE 7 Iasi ELECTRICAL PER CODE 5' HOLE IN BASE PLATE FOR N 30.0 CONDUIT FOR 120 VOLT PRIMARY I AND SEPARATE CONDUIT FOR 72.0 I I I 1:2P- IITTE I;LIIUEI H ETCH EE:DIEDI TO r1EET TIE i LOW VOLTAGE COMMUNICATION • C36.0I • PIA GLIDE lnfl MPH ':IIIFILL D E F011r[RUN SEPARATE POWER CIRCUITS 2 11.0 - o _ FOP. THE CANOPY AND THE COD. hHU :HOW LOAD OF 5i POUi1U FEE :14JAFE ELIT CD 13 • C (I) 72.0 SQUAREH 0 _C 11.0 0) - UNLESS OTHERWISE SPECIFIED: PRODUCT: 1C I BLOCK TYPE FOOTING 4 CUBIC YARDS NAME DATE 30.0 -►1 TOLENANCNESDRAWN LR 29JUN06 HIGH IMPACT AREININCHES "/Q I I USE TWO MATS OF REINFORCING AT TOP AND BOTTOM OF 3" COVER FRACTIONAL±1/8 N AUGER TYPE FOOTING 1125 CUBIC YARDS #5 BARS AT 12" CENTERS EACH WAY A X =±.06 XX=±.03 CHECKED 92 USE SIX #4 VERTICAL BARS .XXX=±.015 .XXXX=REAM DESIGNED GLR 28MAR06 JITTED A WITH #3 TIE BARS 12" ON CENTER ANGULAR: �i MACHINED± .5 BEND±1 STRESS ry�`u�,(TITLE:TWIN POLE •�.�p �p FINISH ENGAPPR. . / - WITH COD, SWING 6t1 t U CUUrOPY ..•:• HtJ u cn . •�i• THE INFORMATION CONTTAETARY A.D INEDINTHIS SIZE DWG. NO. L •o NOTES: 0 ..„. .«" cmunim DRAWING IS THE SOLE PROPERTY OF OF FEDERAL CNI •,•ti WV. �y.,,.i..,C.,.r..,. EVERBRITE,LLC. ANY REPRODUCTION /p�/�� p U NEXT ASSY USED ON tP`' l Systems IN PART OR ASAWHOLE IN4480 BUILDING DEr CV WITHOUT THE WRITTEN PERMISSION OF APPLICATION DO NOT SCALE DRAWING EVERBRITE,LLC.IS STRICTLY PROHIBITED. SCALE: TYPE: INSTALL SHEET 1 OF 1 8 7 6 5 4 3 2 1 EXEMPT SIGNS 3 & 4 8 7 6 5 4 3 2 LETTERS i(3) 1 /4-20 SCREWS AND 1 /4" LOCK WASHER Rev: DESCRIPTION: DATE: APPROVED: , A INITIAL RELEASE 1/10/07 ) P _ - s_O• f HINGE SERVICE COVER B UPDATE NOTES 2/9/07 C' - 7 A T f (� ATTACH WITH: (9) YELLOW 8- 18 X 1/2'" SL hAvvH SCREWS D I I A I I II II I 7 I I-if SWING ARM INSTALLATION INSTRUCTIONS: 1 A 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. 6.00 SQ. (TOP OF FOUNDATION IS 6"ABOVE PAVEMENT (GRADE) TUBE ��`).-� ,n ®� I- 1 2. EXCAVATE FOUNDATION AREA. G r 3. POUR FOUNDATION (30" DIA. x 72" DEPTH) INSERT(4) 1.00 x 36" -0.188 y ��J�"��'1` I ANCHOR BOLTS (PER FIGURE 1). IIQ �' 1 I{I I. f. �---- D �� 1- ' WALL i�/ it 1 al # i v �� 4. ALLOW CONCRETE CURE TIME AS REQUIRED. 0 1.00" LEVELING NUTS AND WASHERS ON THE .. �. 11 ® i B':i ( - - _ Q I. ��f�f� •/ 5. PLACE (4) ANCHOR BOLTS TO PROVIDE A 2.00"GAP BETWEEN p - ,0 al' {I,n - iw U G• � wat THE FOUNDATION AND BASE PLATE OF THE POLE, (SEE DETAIL A). p `� ;� ;; �J lillifw�44.'CHAINS 6. POSITION THE POLE ONTO THE ANCHOR BOLTS AND SECURE IN -' I � f�� PLACE WITH (4) 1.00" NUTS AND WASHERS, (SEE DETAIL A). m p 0 D ETAI L B 7. LEVEL POLE BY ADJUSTING THE 1" NUTS(SEE DETAIL A). C `o .pp SCALE 1 : 8 8. INSTALL SWING(DO NOT TIGHTEN YET) IN TO THREADED HOLES IN POLE, C USING: (5) 1/2-13 X 1-1/2" HEX BOLTS ' SPRING TENSION CAPS (5) 1/2" FLAT WASHERS / (5) 1/2" LOCK WASHERS z A 4�I__# _ ADJUSTMENT NUTS 9. ATTACH "DRIVE-THRU" LETTERS TO TOP OF SWING ARM TO (3) RIVNUTS A- �_� (LETTERS MUST BE ATTACHED FOR LEVELING) oV Y BANG TUBE USING: (3) 1/4-20 X 1"SCREW (3) 1/4" LOCK WASHER 10. LEVEL SWING ARM (LIFT OVER LEVEL TIGHTEN SECURELY) a' $ PAVEMENT SURFACE LET ARM HANG -CHECK LEVEL -ADJUST AS NEEDED. E 11. ADJUST SPRING TENSION AS NEEDED TO HOLD SWING ARM IN POSITION a] (GRADE) BY ADJUSTING THE 1/4-20 NUTS ON THE EYE BOLTS (SEE DETAIL B) D p TIGHTEN JAM NUTS SECURELY WHEN DONE. a 12. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. ...--......4.-...--......4.-�, `° L, (4) 1" DIA. GALVANIZED 13. ADJUST THE HEIGHT OF THE BANG TUBE TO BE n 48" LONG ANCHOR BOLTS 9 FEET ABOVE THE DRIVE PAVEMENT(GRADE). 13.1 REMOVE CAPS ON BANG TUB B p 13.2 LIFT TUBE TO CREATE SLACK IN CHAIN p 13.3 PULL CHAIN OUT OF END OF TUBE B a 13.4 MOVE COTTER PIN UP OR DOWN ON THE CHAIN AS NEEDED �� 13.5 LET TUBE HANG -CHECK HEIGHT r 13.5 REPLACE CAPS ON ENDS OF THE TUBE A 14. INSTALL HINGE SERVICE COVER-ATTACH WITH: o 30.00 (9)YELLOW 8-18 X 1/2" SL HXWH SCREWS. A 15. FILL GAP BETWEEN FOUNDATION AND POLE WITH GROUT (SEE DETAIL A). / 16. TOUCH UP POLE AND SWING ARM WITH PAINT SUPPLIED. _, 1 1 .00 DETAIL A ON LANDSCAPE NOTE: DESIGN NOTES °' SCALE 1 : 8 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK Area above the base plate is to remain exposed. No shroud or landscape .a A d- it FILL SHALL DEVELOP A MINIMUM COMPRESSIVE material should be placed on top of the base plate. o Op STRENGTH OF 3000 P.S.I. 2.) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE 61 1 1 .00 SOILS HAVING AN ALLOWABLE BEARING CAPACITY UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: MCD HI IMPACT STEP 15: DIMENSIONS ARE IN INCHES N OF 200 P.S.F./FT. TOLERANCES: DRAWN IRS 1/10/07 V d ® FILL GAP WITH GROUT 3.) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER FRACTIONALt 1/8 WPG RESUBMITTED AND FOREIGN MATTER BEFORE PLACING CONCRETE. x = .ob xx= 03 CHECKED o A 14.00 4.) IF THESE CONDITIONS DO NOT EXIST, A NEW BASE JIXX=±.O15 ANGULAR: .XXXX=REAM DESIGNED TRS 12/28/06 AUG1 O O(�7 A U 9, FIGURE 1 MUST BE DESIGNED BY A LICENSED STRUCTURAL MACHINED± 1_s BEND, CUSTOMERSERV TITLE:WPG INSTALL ENGINEER. FINISH ENGAPPR. •• C1T( OF FEDERAL WAY BOLT PATTERN •�l�.�N�i• BUILDING DF-pPT •:r i:• THE PROPRIETARY CONTOANNEDE Nn HIS SIZE DWG.. NO. I�EV• / ;' DRAWING IS THE SOLE PROPERTY OF N �,�•� .! • B ,� EVERBRITE.LLC.ANY REPRODUCTION c NOTES. NEXT ASSY USED ON r%1• 0 DtVWC IN PART ORASAWHOLE IN449134S WITHOUT THE WRITTEN PERMISSION OF APPUCATION DO NOT SCALE DRAWING EVERBRITE,LLC.IS STRICTLY PROHIBITED. N SCALE: 1:32 'TYPE: ASSY SHEET 1 OF 1 8 7 6 5 4 3 2 1 EXEMPT SIGNS 5 & 6 Bollard Everbrite • .',sue Identity Systems Division Illumination: N/A 1-1/2" 1/4" 3.81 cm (63 cm -- 1 "5" —► 43 cm Ship Weight: 26 lbs. [1 1.5 c'-2" 35m Other: • PMS 109 yellow reflective Please have Any Lane Thank message panel with black 1'-s" your payment 45.72 cm decal graphics/letters ready Any You • Two mounting systems Time available: direct burial or 4'-2" anchor bolt. 127 cm • Additional copy available upon request EXEMPT SIGNS 5, 6, 9, 10, 11 Instructional Signs Exempt from permit per FWCC 22-1 599(d)(2)I. • �.� Maximum 6 square feet. SIDE FRONT RESUBMITTED AUG 1 0 2007 CI IY BUGILD NG DEPTF FEDERAL WAY Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com EXEMPT SIGNS 5 & 6 r Installation in Any Installation Ir Asphalt or Grassy Area Any on Concrete Any lane Time Any Time V2.Tighten recessed n Lane screw with illy provided hex key. Tighten firmly to Any keep sign from Time sliding up or down. 1.Race post in desred location and mark holes .. «im Drill holesand anchor sign post base --J plate asrg either 2.5"ecpanson -` �� pie iapanddneldassembty, 4 2.Side sip on post and tighten set _ / ♦r saeW.. ;' i t 1Il may be necessary to"sine the base wil Tighten set screw plate to level with hex key 1 ! �.Remove hex ' e a key and loosen set r• sctewart so 3.Dig post hole to 22" installation tube tl depth.Pole extends24". cena dedeonugth jThisallowsagapfor grasstrimming. igi 22-24"exposed. Allow some space J \ Fill post hole with bagged between bottom of /\l concrete(available � sign and ground. premixed at lumber stores) if Fbur dry mix in hole and r level sgn. V LA cement with garden hose.Vlhterwill soak through entire post hole. • Attention Installer • Attention Installer This sign is shipped with a protective mask on front and This sign is shipped with a protective mask on front and back.Please remove immediately after installation, back.Please remove immediately after installation. • Warning • Warning Any masking or tape left on the sign will become Any masking or tape left on the sign will become extremely difficult to remove with exposure to the extremely difficult to remove with exposure to the . outdoor environment. outdoor environment. RESUBMITTED AUG 1 0 2007 crrY GF FEDERAL BUILDING DEPT. 3 V ssa j i c.) )., fill u �, W I I i IX \, IF • N N c" 1 NIer Iti ';I I MEMO Z t . ►7: , - zn O1 titIrillill ' o kr) Cf) dl ' 51t_!i0emn„l. "... i6W5 OD ry ; ��:.. (dui�wrf+a3no 1. € g c Y C0. i,•-2r-),...-v....7'Z,I•,.-,,•IklI- --;•if i....,-• -i,-i'e-g..1il.E..w..-,:.,1!, ---1.—_--1(./:.- V , Y - • aj , Lam (� . k 1 = fix, �:,`- I re • - $! iI , i y. . .. _ ;�. . (du) s•Lt .. (d i) �wvia3no t I.(_* O1 , 1, 31OtH3A ,S'Z 0 CD 19 *IL lik („---, lino �r J ! pui� 1 ice;, - lig ALVA" IL ( N. kc. '1., II'1,M4 - W t E� -■j�- t ■� x ' 1 1 1\ W �- a a� I 1 I ,__ oil ,‘,„. > 0 i 1, . , . 0 0 : i 2 t - ... 0 LU ' ca., ,.;: . )1 (.�.. 1 1i a p 6 col W e) _J;'oTi O Q {,.4� pp "� N i —, 0 rr ,�at 4. • O W el O \ < II • • ghs i i 0,1 , I .. ://,.„ . .TL I. l'' ! °g W '"'-'•---..,,„. I: •-1.'' •y b CO \°3 4 r RI. , v, s \ I ' ., 9 Zf 1r" - .�: _ ..fit_ 0 is a 04 w :� i t 14 n y �9 i , z14 / .. • ,. . - . _ _ A 1179'Z"mcrint 8 _____-___-- '') \...). 4\\ CO Q ..il ,I.V. 1 I '-'#- •.„:: ,:, g .,..- , •.....Z.41* r . '7 ,w, *' P,' ---------„, / il ''''''''`.. ' ; mLt.I ......... '',-,.. • • . ..."'..."----; ,. ...: I o (4' - dS)� ` � ``` .,,r.�, iiel ' SII�N�I_.TTE�'' "` (; r t t t1 • �` ,( 1 2007 °o j �� bye a '� • `,'� AUG 0 cr ;' J ��"°'V� �`�� OF FEDERAL Y _ \ b '`- e✓ ~� li ILDING DEPT. .1- - EXEMPT SIGNS 7 & 8 MCDONALD'S ENTRANCE/EXIT SIG\ (LESS ARCHES) _ -- - -- --- DESIGN SPECIFICATIONS: �-- -DOUBLE FACE - CENTER POLE 3000 P.S.I. CONCRETE. SIGN, POLE AND CONCRETE BASE ARE DESIGNED TO WITHSTAND A WIND OF 30 PSF. CONCRETE BASE DESIGNED USING A LATERAL 36-1/2" SOIL BEARING PRESSURE OF 200 P.S.F./FT. IF THESE SOIL CONDITIONS DO NOT LAMP EXIST IT IS THE ERECTOR'S RESPONSIBILITY TO HAVE A NEW BASE DESIGNED FOR F30T12 CW/HO THE EXISTING SOIL CONDITIONS BY LICENSED STRUCTURAL ENGINEER. END MOLDING REMOVABLE NOTE: IT IS THE ERECTOR'S RESPONSIBILITY TO INSPECT ALL MATERIALS UPON FOR SERVICE RECEIPT AND FILE ANY CARRIER DAMAGE CLAIMS WITHIN THE REQUIRED TIME UNDER LAW. II E i 15-1/2" INSTALLATION: 1. INSTALL POLE TO FOUNDATION FEEDING PRIMARY WIRING THRU TOP PLATE. (CONCRETE FOUNDATION, ANCHOR KULKA LAMPHOLDERS BOLTS, AND PRIMARY ELECTRICAL SERVICE BY GENERAL CONTRACTOR) / ) (\ 2. POSITION SIGN ABOVE POLE AND MAKE ELECTRICAL CONNECTIONS. INSTALL SIGN TO POLE MAKING SURE CONNECTIONS ARE PUSHED DOWN INTO POLE. 3. TEST LIGHT SIGN. GROUT BASE PLATE. CLEAN UP SURROUNDING AREA. BALLAST GE #6G39097 NON/OFF SWITCH 4. TAKE PHOTO OF INSTALLATION AND HAVE FIELD SERVICE REPORT SIGNED BY OPERATOR OR MCDONALD'S 3" X 3" X 11 GA. MANAGER. 3/8" DIA. MOUNTING J' TUBE GENERAL SERVICE AND CARE: BOLTS i _....----ANCHOR BOLT SERVICE: REMOVE END MOLDING BY REMOVING TWO (2) SCREWS. FACE PANEL SLIDES OUT. CONDUIT PROJECTION 12 ::: MI ' 2-1 2" PROJECTION ELECTRICAL DATA: 120 VOLT, 60 CYCLES AC PRIMARY AMPS .75 HPF 800 MA. NO MORE THAN FOUR 'I E I=`f 'I I-11-7 i r SIGNS PER 15 AMPS CIRCUIT. AFTER POLE IS LEVELED AND I r LAMPS: ONE (1) F30T12 COOL WHITE/HIGH OUTPUT LAMP. BOLTED INTO PLACE, FILL ENTIRE I BALLAST: ONE (1) GENERAL ELECTRIC #6G3909 BALLAST. WHEN REPLACING BALLAST, REMOVE WIRING AREA UNDER PLATE WITH EMBECO ELECTRICAL PER LOCAL CODE THROUGH COVER, CUT WIRES IN WIRING RACEWAY SIX (6) INCHES FROM BALLAST AND INSERT NEW BALLAST. #636 NON-SHRINK METALIC NON- (6' LEAD FOR 2' & 4' POLE i CONNECT WIRES FOLLOWING COLOR CODE. RUST GROUT. AND 8' LEAD FOR 6' POLE . • LAMPHOLDERS: THE TYPE USED FOR THE FLUORESCENT LAMPS ARE KULKA #582GK AND #583GK. WHEN (4) 1/2" DIA. X 24" LG. ABOVE GRADE REQUIRED) D 5" ORDERING NEW LAMPHOLDERS, SPECIFY TYPE, (SPRING OR STATIONARY). TO REPLACE LAMPHOLDER, REMOVE �'\ ANCHOR BOLT, DOUBLE NUT WIRING THROUGH COVER, CUT WIRES CLOSE TO OLD LAMPHOLDER. AND WASHER. 18" DIA. X 3'-6" MIN. MAIN-ANANCE: INTERIOR AND EXTERIOR OF PLASTIC CAN BE CLEANED WITH A VERY MILD DETERGENT SOLUTION. DEEP FOOTING A 5" RINSE WITH CLEAR WATER, DRY WITH CHAMOIS. CAUTION - DO NOT RUB. DO NOT RUB PLASTIC WITH DRY RAG OR USE CLEANING POWDERS. REPLACEMENT OF PLASTIC FACE: SEE "SERVICE" ABOVE. IMPORTANT: THESE SIGNS MUST BE ADEQUATELY GROUNDED AND PROPERLY CONNECTED. A. E00260 F WAS 19" 5/28/98 JV E WAS 12" DIA. X 4' DEEP 7-12-95 LS - \/L _ n RESUBMITTED D ANCHOR BOLT WAS 12" LG. 3-8-95 LS _ R B R _ , ' 4 AUG 1 0 2007 C 6' POLE ADDED, RETROFIT NOTES REMOVED 6-30-94 LS These drawings are the TITLE CITY OF FEDERAL WAY . - B RETROFIT FOUNDATION NOTES ADDED 3-15-94 LS exclusive property of Everbrite, Inc. VICDC \ALD'S E\TE /EX T S G\ O\ 2L" POLE E .21'._XIII DEPT. A RELEASE TO INSTALL 2-23-94 LS Use of, or duplication in any manner without express written permission DRN LS DI 2-23-94 SCALE DRWG NR REV SYNI DESCRIPTION DATE CHG ECN of Everbrite, Inc. is prohibited. CKD DT NONE \398801 E REVISION RECORD EXEMPT SIGN 11 cverulim Welcome Sign ---- - Identity Systems Division Illumination: N/A Ship Weight: 100 lbs. Other: 3/4" thickness cutout aluminum letters. 8-3/8" A 21.27 cm \v- O� 96" 243.84 cm RESUBMITTED A U G 1 0 2007 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.comcrrYOFFEDERALWAY BUILDING DEPT. EXEMPT SIGN 11 • Metal Awning ___ _ ___._. — ____ .-,J2' .•.® Identity Systems Division -- —_ Is Illumination: 1 - F108T12 F /V o Side View Front View c s oo d Electrical: 1 .15 �� r TS ko< .N..19 o`r tie . 61 , 108°° Ballast: bra ' _ �' �RSE / 274.32 cm ��a\b �A 5 0.2 s�a�re `�a 0.��G, 1 Ship Weight: ar qel� anoQ G 37 13/32" 48" 95.01 cm 121.92 cm I \ \ i \ i - 1 \,\ , 18" 112" 45.72 cm 284.48 cm Awning with Welcome Letters 7 ,.- RESUBMITTED . _ Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com AUG 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. 8 7 6 5 4 3 EXEMPT SIGN 1 1 ITEM NO. PART NUMBER DESCRIPTION QTY. Rev: DESCRIPTION: 1 PL2179005 SILVER VINYL WELCOME LETTERS 1 2 SC045609 ° 1/4-20 x 1" IN HXHD MS BLACK 3 -- -------. ___- A INITIAL RELEASE 3/28/07 _ —,— v) 3 LW 0.25 1 /4" LOCK WASHER 3 v D Z N 14,U v o H 23.94 23.94 E A\ i -.., lib = 1 O ` \1\1:,. .%) I y I ...... 0 l c / •\ o - ° .0 - A 8.38 /< c 1 imLm \ _ i� 0 w I VI 1 1 • c c —<" �- 1 .66 A I A o _..., \ 1 3.78 18.10 `+`�� N \ .i 22.03 22.70 c 0 0 1 . MARK CENTER OF LOCATION WHERE TO BE MOUNTED 0 2. USE DIMENSIONS ON PRINT TO LAY OUT HOLE PATTERN 3. DRILL (3) HOLES #7 (.201) AT THE MARKED LOCATIONS c D \ 4. TAP THE (3) HOLES WITH A 1 /4-20 TAP o B 5. PLACE WELCOME LETTERS OVER HOLES B ID6. SECURELY FASTEN WITH HARDWARE PROVIDED: o (3) SC045609 - 1/4-20 X 1" IN HXHD MS BLACK it (3) WA000501 - 1/4" LOCK WASHER -1- ,/-7 V\\\\ c , .3 2 .,AIL \ o �� 0) I I c Iv \\ — i c \ i UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: MCD HI IMPACT DIMENSIONS ARE IN INCHES TOLERANCES: O.010 DRAWN TRS 3/28/07 FRACTIONAL± 1/8 -- CHECKED ARCADE BUILDING D ETA I L A .X =±.06 XX=±.D3 A/ XXX=±.015 XXXX=REAM a) ANGULAR: .DESIGNED TRS 3/28/07 A SCALE 1 : 2 MACHINED± .5• BEND±1° CustSery TITLE: NON-ILLUM WELCOME LETTERS FINISH RESUBMITTED U ENG APPR. ASSEMBLY N N �i i j -_ / ••••I4• • Everbrile PROPRIETARY AND CONFIDENTIAL o NOTES: ••� �.• THE INFORMATION CONTAINED IN THIS SIZE DWG. NO. ®R 'o/ HM065910S E 00835S ••. •. DRAWING IS THE SOLE PROPERTY OF A U G 1 •S •.�' r�., .w. _ EVERBR TE.LLC.ANY REPRODUCTION r�.N 0 �"•7 Division IN PART OR AS A WHOLE I N449144$ /� N NEXT ASSY USED ON (,I�y APPLICATION DO NOT SCALE DRAWING WITHOUT THE WRITTEN STRI PERMISSION OF SCALE: l:l 6 TYPE: INSTi4C � � L W AY EVERBRITE,LLC.D STRICTLY PROHIBITED. �• _I ��• 8 7 6 5 4 3 2 1 EXEMPT SIGNS 9 & 10 r •' Everbrite Window Position Signs �� a Q ty y __ . _ ___ Identi S stems Division 36" Illumination: N/A you, o�� Thank for Ship Weight: Other: yourpayment ready Window 1 Thank You 12 Window 2 RESUBMITTED AUG 102007 CITY OF FEDERAL WAY - f Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com BUILDING DEPT. EXEMPT SIGNS 9 & 10 IN415501 S 34 r (2) 5/16" DIAMETER HOLES 12 1/ Pay Here s .150 RED POLYCARB 3/8' BOLTS (4) REQ'D INSTALLATION INSTRUCTIONS p 1, INSTALL WITH HARDWARE ACC❑RDING TO TYPE OF WALL MATERIAL, 2, DRILL HOLES IN WALL MATERIAL ACC❑RDING TO HARDWARE, 3, MOUNT TO WALL, 1, INSTALL PANEL WITH "S" HOOKS PR❑VIDED, These drawings are the Everbrite .:.. •••• exclusive property of Everbrite, Inc. n;•-® 315 MARION AV.SOUTH MILWAUKEE, WI. Use of, or duplication in any manner 53172 without express written permission _ 414-762-8700 of Everbrite,Inc. is prohibited. TIME SrIT A RELEASE FOR REVIEW 4/18/5 GLR FACE,MCD WINDOW BANNER SYM DESCRIPTION DATE BY ECN DKN GLR DT 4/1 8/5 SCALE DRWG NR I N 41550 S REV A REVISION RECORD CKD DT 1 :4 RESUBMITTED A U G 1 0 2007 CITY OF FEDERAL WAY BUILDING DEPT.