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SGN2012-00149 CITY OF TIGARD SIGN PERMIT Permit #: SGN2012 -00149 COMMUNITY DEVELOPMENT Date Issued: 09/18/2012 T1GARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2421 Parcel: 1S136DB02600 • Jurisdiction: Tigard Name of Business: McDonalds Business Address: 11201 SW 72ND AVE Applicant/Agent: Brown, Terry Work Description: New wall sign. • Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 4' k 3' 6" • Total Sign Area: 14 Wall Area: 752 Wall Face (Direction): East Sign Height: ft. Projection From Wall: in. Illumination: Internal Materials: alum /acrylic Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $171.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. 7 6,0"9- Approved By: Permittee Signature: { Sp,.. /*/9 /W:arc.% CITY OF TIGARD RECEIPT ■ 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 188380 - 09/13/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2012 -00149 Sign Permit - LRP 100 - 0000 -43117 $22.00 SGN2012 -00149 Sign Permit 100 - 0000 -43115 $149.00 Total: $171.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 3366 CCAINES 09/13/2012 $171.00 Payor: Ramsay Signs, Inc. Total Payments: $171.00 Balance Due: $0.00 Page 1 of 1 .r - RECEIVED SEP 1320 12 ■ City of Tigard CITY OF TI G A EE I p►ANNINGIEN ,I NRING Sign Permit Application TIGARD hX.k4t,b1 A94.►t a'[ .,. GENERAL INFORMATION Name of Development /Project FOR STAFF USE ONLY Site M p1 MLL Address/ Street Address Permit No.: E Ca■' 0 1 ° 1 " `~ 00 1 4 9 Location MCA 12 ' (, uE Approved By: JA4f Suite. Bldg. # City "State Zip t GAR1� OR. 91223 Date: ('Ij'' /L Name Receipt #: ) $ $ 3 V 0 Property J fC LA) aril E3c1.6 F 9. Map /TL #: Owner Mailing Address Suite Zoning: C. -' 13D Cog 11.1Q Allowable Total Area: 15 Vo City 'State Zip Phone `I .Si , Pawl A 5S) b `f Electrical Permit Required? Yes ❑ No Tenant or Name Business M��or1/4141...b3 Building Permit Required? ❑ Yes [ No Name Rev. 7/1/12 i \curpin`,masters \land use applications %sign permit app.doc Sign t1AWAW� g►%� ca Contractor Mailing Address Suite QI410 % E.14TH R V E . it; State Zip Phu,ne REQUIRED SUBMITTAL ELEMENTS � 0 Aklb dMMIX S Ti*AISS y (Note: applications will not be accepted Oregon Const. Cont. Board License # Exp. Date without the required submittal elements) la S 22 ❑ Completed Application Form Proposed 1j Permanent ❑ Freestanding ❑ Freeway ❑ 2 copies of site /plot plan, drawn to scale Sign ❑ Temporary ❑ Roof ❑ Electronic (3 copies, if a building permit is required) (Check all that 15A wall ❑ Other t �. , apply) size requirement: 8 /z x 11", or 11 x 17 — — ❑ 2 copies of elevations, drawn to scale ® New sign? ❑ Alter to existing sign? (3 copies, if a building permit is required) Sign Dimensions: N t x 314)" size requirement: 81/2" x 11", to 24" x 36" Total Sign Area (sq. ft.): t LI Li ❑ $171.00 Fee (Permanent sign, any size) Total Wall Area (sq. ft.� ❑ $54.00 Fee (Temporary sign, any type) Sign Data in'II "x 42'= 152_ { (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N S E \W NE NW SE SW Height to top of sign (feet): 1/ 1 • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): rt f must include dimensions of wall face and sign placement. Materials: A(.LLYN. At/44A � ♦ Wall signs do not require site /plot plans. Will sign have illumination? Yes ❑ No • Freestanding signs over 6 ft. required a building Type. 57 I nternal ❑ External permit. Are there ani existing freestanding or wall signs at this location, _____ including call signs tint overlap a tenant space? Ig 1e ❑ yo It a II.,;': ., i. .:Aram of all sign climenst_ns are ';,' rEIF# FOR SIGNATURES) LICYJf.Agt. iris..;: als r .. oibinitted. _ E ; r t : .r , r:i I - , . .L • ; - t: .... t ; ,.:r.,,' :f- =,, �. �cotti ,.., r j .;rrt- I fin ,... APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. NOTE: Person specified as "Applicant" shall be designated "Permittee" and shall provide financial assurance for work. * When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application BY SIGNING BELOW, THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true, and the applicants so acknowledge that any permit issued, based on this application, and may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving and denying the application. I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. SIGNATURES of each owner of the subject property are required. Appli ant Signature Date 7772 // ? Signature of 'i vner /Agent Date TER.C1.1 3R04.1) /tffiSf ' EV310 vv sca-i 11 •',I5S Contact Person Name Phone No. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 503 - 718 -2421 I www.tigard - or.gov I Page 2 of 2 8 7 6 5 4 I 3 2 1 DESIGN NOTE: UNIT WAS DESIGNED Rev: DESCRIPTION: i DATE: °.' ACCORDING TO IBC 2006/2009 150MPH ! _ -____- _ APPROVED: WIND LOAD EXP.0 A INITIAL RELEASE 06/07/12 , RCW j-- TIE -BACK 3„ - - - - -- - ---L- - - TIE -BACK TIE -BACK 1 128 C I REVISED INSTALL DOCUMENT 08/28/12 RCW INSTALL INSTRUCTIONS D . - I T 1. MEASURE LENGTH OF WALL, LEFT TO RIGHT. IF WALL IS 368" OR LESS, SEE STEP 2A. IF 368" OR MORE SEE 17 13 ., STEP 2B. 16 2. 2A: MARK A LINE 7 -3/8" INCHES FROM LEFT SIDE OF WALL SEE NOTE 1 ON SHEET 1. GO TO STEP 3 2B: CHECK WITH SITE PLAN IF PLACEMENT IS TO VARY FROM SIEP 2A, ADJUST, IF NOT, GO TO STEP 2A 3. REPLACE WIRE IN EACH TIE BACK WITH 1/2 -13 x 3" HXHD BOLT, WASHERS AND NY -LOCK NUT BEFORE LIFTING. USE DIMENSION SPECED IN DETAIL B DEPENDING ON WALL TYPE. 57 - 34' -9 8" 4. PLACE RCE ON WALL WITH LEFT EDGE OF LEG MOUNTING PLATE ON THE LINE FROM STEP 2A AND 8 8 Af WITH TIE - BACKS AGAINST THE BUILDING WALL. USE CAUTION WHEN LIFTING. USE SLINGS ON ALL THREE LEGS. SLING IS NOT TO SQUEEZE AS TO CAUSE DAMAGE. 31 1 27- 16 1., " 42 5. CHECK WITH LEVEL SO LEGS ARE VERTICAL, INLINE AND SPACED ON 128" CENTERS. 8 6. MARK LOCATIONS FOR (12) MOUNTING HOLES IN THE SURFACE MOUNTING PLATES. 21 8" 7. DRILL PILOT HOLES FOR 1/2" LAG SCREWS. N - 8. SEAL HOLES AND LAG SCREWS WITH SILICONE. - TYTAN MPI,GE SILICONE 1 OR EQ/V. ac „ „ 45 3 47 11 " 37 3 „ APPLY SILICONE TO THE FOLLOWINGAREAS: INTO MOUNTING HOLES, AROUND HEAD AND z 3 182 ' . 16 COMPLETELY COVERING HEAD OF MOUNTING SCREWS, FILL IN REMAINING HOLES AND 16 7 "s - 16 t _ _ 16 SLOTTED AREAS NEXT TO MOUNTING SCREWS. (MAKE SURE GASKETS ON THE MOUNTING ce N i 1 PLATES REMAIN IN PLACE BETWEEN THE MOUNTING PLATE AND THE MOUNTING SURFACE) '° cp 1 1 10 4 l _ 9. INSTALL (12) 1/2" X 4" LONG LAG STAINLESS SCREWS AND WASHERS ONTO ARCADE WALL. HARDWARE 0 C 152" / W ALL ., 1142" '-} �- 1142" " 1 SUPPLIED (TAPED TO LEG OF RCE). C z 0 I AE 13 - 1 0. TIGHTEN ALL (12) LAG BOLTS. SEAL WITH SILICONE AS SPECIFIED ABOVE IN STEP #8. 7 17 2 11. PLACE 2 RUBBER GASKETS ON EACH TIE BACK IF CORRUGATE IS NOT PRESENT. CUT SLIT IN NOTE 1: -- GASKET. IF CORRUGATE IS PRESENT ATTACH RUBBER GASKET TO CORRUGATE BEHIND EACH 0 PLACE LEFT EDGE OF 128.00 - 128.00 - //' 10 " 1" TIEBACK, CUT SLITS IN THE GASKET AND SANDWICH THE SUPPLIED TUBES BETWEEN THE GASKETS ° LEG MOUNTING PLATE AND THE TIEBACKS (2 TUBES PER TIE BACK). IF A NON -WOOD MATERIAL IS PRESENT BEHIND EI■III w FROM EDGE OF WALL CORRUGATE USE LAG SHIELDS WITH EACH LAG SCREW. FASTEN (3) TIE -BACKS TO WALL WITH ce 3, 1 5„ 1/2" LAG SCREWS, FLAT WASHERS AND LOCK WASHERS. g ' DETAIL A 6' Mfflig I 8 12. SEAL HOLES AND LAG SCREWS WITH CLEAR SILICONE- TYTAN MPI, GE SILICONE 1 OR EQIV. a) i 14.13 SCALE 1:16 (MINIMUM OF 5 -1/4 ") -- APPLY CLEAR SILICONE INTO MOUNTING HOLES, AROUND THE HEAD AND COMPLETELY COVERING -� a� HEAD OF MOUNTING SCREWS. FILL IN REMAINING HOLES AND SLOT AREAS NEXT TO MOUNTING w 1 " �� SCREWS. ALSO APPLY A BEAD OF CLEAR SILICONE AROUND THE PERIMETER OF THE POLE MOUNTING °' 3 3 2 T IE -BACK PLATES AT CONTACT WITH THE BUILDING. o :161:: :(% ,Z - 13. ALIGN SHROUD AND REAR COVER TO ENSURE THEY FIT AROUND THE ANLED TIE BACK ATTACH m SHROUD TO BOTTOM SIDE OF RCE ON LEFT MOST LEG WITH (4) #8 -18 x 1/2" TEK STAINLESS SCREWS cI' PROVIDED a � -100 �o c"�I� - cNv N 4 14. ATTACH THE UPPER AND LOWER SHROUD COVERS WITH (8) #8 -18 x 1/2" TEK STAINLESS SCREWS . 0 v -- •0 b 'o cv co 15. TOUCH UP THE PAINT IF REQUIRED. INTERNAL LEG I � j � o B �`.. _ _ _ _ ` ' _ HARDWARE NOT SHOWN P O LES MOUNTED TO ARCH WITH: ■ .25" x 5.25" x 7.00" WITH: MOUNTING PLATE B T, 17'83 1 „ � I II - 4 3/ -1 x 1 -1 /2" HXHD BOLTS SS (4) 3/8 -16 WELD NUTS o / / /� // /!, / / / fi�j�� /s%! /i %% % %%% 1 /� /// / 2 , / j (4 3/8" LOCK WASHERS SS o / � j � / �, TOP PLATE OF LEG ' - TIE -BACK .250" x 5.25" x 7.00" D o I TIE -BACK L TIE - BACK SECURED WITH: BASE PLATE OF LEG N 1 /2 "LAG SHIELDS FOR ATTACH RUBBER GASKET - illl .625" x 6.00" x 13.50" +) I NON -WOOD CONSTRUCTION 2 1 /2 -13 x 1 -1 /2" HXHD BOLTS SS TO CORRUGATE .63 SECTION A - 2 1/2" FLAT WASHERS SS . DETAIL B TIEBACKS 1/2 1101:or 2 1/2" LOCK WASHERS SS .625 4.00 SQ. TUBE SCALE 1:32 0 T ( - - - - - T - --__- 1 1/2 SS FLAT W SH - 3/16" WALL I I I I I ` � i `��� 1/2 SS LOCK WASHER UNLESS OTHERWISE SPECIFIED NAME • ' DATE DIMENSIONS ARE IN INCHES PRODUCT: McDONALD'S C 1 I � I - * t _i C j/ { r T - \ \ \ • TOLERANCES: DRAWN RCW 06/07/12 1 - I y 1 I � 1 FRACTIONALs 1/8 35' FIBERGLASS RCE ,L 1 ! 1 � I I CHECKED I I I I I A I � I 1 ; I ; I I I J I O �O� X = .06 XX = ! .03 INSTALL .XXX = ±.015 .XXXX =REAM A p 1 2.00 ! _ _ _1_ i - - DESIGNED TRS 11/28/07 ,�i• ANGULAR: TIE BACK TIE BACK 7.63 ; IL ; MACHINED ± .5 BEND I TITLE: 35' FIBERGLASS RCE CU STOMER SERV °' i B I HNISH - u ADJUSTMENT A TMENT - z .� • - -- I E NGAPPR. DJUS O _ 7.._: •t Y E v PN AND CO INED INIAL SIZE iDWG. NO. _ REV -- THEINFO DRAWING IS THE SOLE PROPERTY OF N (USE SUPPLIED TUBES IF f •• • Y ply NPARTORASAWHOLERODUCTION IN449606S (FOR WOOD (FOR MASONRY /STEEL CORRUGATE IS PRESENT) • t • WITHOUT THE WRITTEN PERMISSION OF 1 CONSTRUCTION) CONSTRUCTION) ~ DO NOT SCALE DRAWING i EVERBRRE, LLC. IS STRICTLY PROHIBITED. SCALE: 1:64 'TYPE: INSTALL SHEET 1 OF 1 8 7 I 6 5 t 4 3 I 2 1 L 2 ,� / J1 .�� illnk _ _ 1 �1u A i(ROOf CAP EIEMENt N ITV ELEV. 2 ... _ 0 11 Oz ; 4 0 _0 1 �_ '��.- Lii B 2/ARCADE 1:1 4 /ACCENT BAND \ = a E - R c- [ I• c7n a1 l'IsM o VI ELEV. + 15 -! _ 0 I T� _ _ _ NfI� —\ L —_ CI °mow —E�' A•-- ' �' '. — - � — n as 0 B/CANOPY O TRELLIS �����— _ - E _ _ � x A MI ® I CE+ R I w II MI� I%_R�M 1 N (T11 _� - -�- [ 7 1( o �ti % I • VOPENING i_� �1� ∎�,� � A / . M LEV. + 0' -5' I i ®. __.-_ I %l \ : �, T /S LAB I - •- �� - ',n!Lxrl Y Ned, , ���YYY"77) €LEV. + 0 - -0' ' _ 4 ( � y / `. y 1 ♦: fV BUILDING ADDRESS 6' H. I " a l a i EXISTING COLUMN AND El m ��� T +' I la � b. :l ' O4 R 2' FLASHING O CHARACTERS AND 3/4 STR ��„//``�� � INN ENCL OSURE TO (T>9 BASE TYP , _rt T .- /,� � /; 1 -.! MP. O ALL PUBLIC REMAIN. TYP. / `,( O, p ENTRY /EXTS 0 FRONT ELEVATION rsJ :=0. EO. / a1 ... , ,..„ °� / /•12- H VI CITY OF TIGARD , T(PARAPET f 2 W �� xi �E� IT -II r t ,:� ,` c E€ w Approved — — = _= _ L^ Conditionally Approved [ ] _ s _ I a T ✓ ( n �.� � + � __ � � . Y e For only the work a ascribed in: -.51-,t II PERMIT NO. N 20 1.1- oadAY9 J ....ovum. ___ ma Z i � L^ See Letter to: Follow [ I I - I . En � �J a € - € 1 �1 Attach - . [ K ] 0 VTRELLI$ .___ I O�I == Um € 13•31. 0 Job Addr L JW��9 LEV. + 9 -4" r _ � El "IA) w < • c 0 ,ciF D a t e: , 9 `/t -2 _ _ �_ .. _ .M. =_; � s N III; y .1's o E XTENT OF TRASH CORAL \ I I- — --- -1 •' _,___=._,— ° = l l a `R g g u I _ 1 � .-0� = co 1,- ; a . a ` I _ I N— L—■.�•=11 C .4421: a ����� T /$LAB r a— — / // ^ ,� 0 7 1 Q (TOO • ART. MN) Al ► (T P. • ART. TA © REAR ELEVATION N 2 Y a ' f a J _ �r 1,4" 1 -0" re., 81'•ri. O COLOR I EGEND (AU. :ANT COLORS ARE PER SMARM MOORE PAINTS, U.N.O.) ROOF DRAIN St?* FPE � m .. PAINT TO MATCH SU MAT ERIAL - MOUNTMN GREEN ARCADES E. REARIN CULTURED STONE - SOUTHWEST KENO PRO-FIT LEDGESTONE (RF -ROAR) m OWENS CORNING a ° n '3' SCHEME BASE BUS( = IP ON GR RY JA4E5/UppE COLORPLUS (ALTERNATE AS DETERMINED T' ACM: DRAGON'S ORFATH RN -1547) SEPARATE PERMIT. E Br OTHERS - UNDER U $ $ crs 0- DRIYT TH RA NONG MOUNTAIN SAGE BY .LWESNAROIE COLORPLUS (ALTERNATE. AS DETERMINED BY ACM: SHADY LAN em © E SEPARATE PER4rt N G \ PARAPET SYO CORRUGATED MEAL 6Y METAL ERA - AIUMNUM r T PA EL 21 GAUGE G E O SIDE I— 00 CITYSCAPE © NEW STOREFRONT AND GLAZING IV p CONTACT: Si GAMY. )8 (8 -2162 A (V `- WNDOYI TYPE S PANDREL PANEL - COL OR TO MATCH ADJACENT III °f d 0 LG KEY NOTES: MATERIAL IN KM ® LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL Q l: BUALONG MATERIAL 1-1 HO METAL DOOR - PNNT TO MATCH COLOR n METAL LOWER SUNSCREEN PANEL I g a Up-Hi OF SURROUNDING MATERNL '�I J U x COLOR: BUILDING m UGNT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL. (--) 5 8 ' = © OT . DRNE THRU 8,52NG 0 EXISTING BUILDING MATERIAL T TEMPERED GLASS < 00 Pe . PARAPET BAND METAL FASCIA - COLOR 70 MATCH CORRUGATED = d ? M ETAL. SEE COLOR LEGEND FOR DETAILS m ® ALULAlUN CANOPY ( COLOR. ' ELLO W) E NETAL FLASHING I TY s y-.1 \L -1 . PRE -FAR ANCHOR -GTE FASCIA E ALUMNUM TRELLIS CO O I 1 . PRE -FAR CUSTOM ARCADE FASCIA W ® ALUMINUM CNA:FV TIE - EACr (� GLARORNL ® ��- --�T Et Z M i I METAL LETTERING - R'! OTHERS ■ TZ 1 AyULpA1M TRELLIS TIE -BACK N L> O ,A N 0 4tH CC'PA: IHRI 8 Ij5 A HARCIEFLANK LAP SID1110 u NEW SUBSUME MATFRW TO MACH EXISTING • KIND ? }I ALUMINUM TRELL IS 2.8 WALL FASCIA % 0 ill g Z i – mATCR El SRPO_ STOAT l ' HT I SSA A L 1E1RIM BOARD C ENT HFRNER_AN ! l J � URIUE-THRU NNCOW RY REAUY ACCESS - O C: >_ ,_ ? - I • C -OR: TO IM N DJA 8 AIRE BOLLAAC PAINTED YELLOW 17-d W G 5f - a • HARD' Tk!4 ONTO WOOEL UR ANU SIZE.WITM N!:0 Q ; Q zz �y SIZE AREA CONSTRUCTION MANAGER. CROONS INCLUDE: N C' (' H ° 5 __ 8 . 5 N. HAPO R!4 CAP^, I_I PASS -II CCLN C0.LESTER - OPTIONAL (PNPC) V a WN) ^^ IO . :JRFL: =TED ..!DAL ( 0 A e .) 8 0 . H O HMACETRIA) BY CTMEP • C F O ^� r.: : I UL O L E . 7 0 1 HAFFIFFIM <CARD ^'i ELOTHER:: 36-0251 G R RF ED 1 5C - 'RN 3:lARC W Y L l LJMN.. �'P P_1-- I 't'F S ': , E^UL E I L 4 R l _, HT FM - .!F : - SFf F : ... ^Ir�_ � L i" a4 ,X.• 1'_;;Ek � u . . ..., .c/ ,.....- • ........ 42" Next Gen Illuminated Building Arch - LED ,...,,..... 1: sal: Everbrite ....,•••... •:!..• 1)3 2- r\ r . . 4" 10i6 c\ - - - ,s Illumination: LED . „ ... Electrical: .35 AMPS 42" _ - - Ballast: (1) OSRAM OT75-120-277-24 - - -, -, 106.68 cm .,._ pLA o, C pi 3 201 ,• Ship Weight: -., ',. .., - ... , , .._ Side View . 48" 121.92 cm CITY ri: rinARD Approved I K I Conditionally AF , ‘ . , I I For only the wo. ,_ -: In: PERMIT NO._ .56 A/ -toil - ocuifei iEtu AV RDED 1 liNE ERING See Letter to. [ 1 Jab Alidfass l9. 41 t" 7 7°dt i I fir men.-1 rIl ife -==== 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 48 MOUNTING TO WOOD, EIFS AND TILE Rev: DESCRIPTION: DATE: APPROVED: 2.5-8- " A INITIAL RELEASE 3/21/12 LO 13 3„ 13 3 B INITIAL RELEASE 05/03/12 RCW - \ 16 1 6 -- \ : C INSTALL INSTRUCTIONS AND NOTES WERE UPDATED 06/11/12 RCW D 7_ \ / D INCLUDE MOUNTING TO EIFS ANDD TO TILE 07/05/12 RCW / INSTALLATON INSTRUCTIONS: / \ \, / \ 1. REMOVE FACE BY REMOVING (17) #8 PHILLIPS FLAT HEAD SCREWS AROUND PERIMETER OF FACE. PULL FACE OFF OF / \ \ ELECTRICA ((17)) #8 FLAT HEAD SS BACK. \ ENTRANCE �$HEET METAL SCREWS 2. , POSITION AS REQUIRED, MARK MOUNTING AND CABLE ■ LOCATIONS. 0 i \ FOR FACE ATTACHMENT 3. IF EIFS IS PRESENT GO TO STEP 4. IF TILE IS PRESENT GO TO STEP 5. . ■ CN1 t SEP 6. I \ CHA NIPPLE 4A. US N OOD 1 S PRESENT GO E SAW, DRIILL 1 DIA. HOLE OUT OF THE EIFS \ / WHERE EACH MOUNTING LOCATION IS MARKED. DRILL THIS z I \ I ' c� r CONDUIT FOR 120 VOLT HOLE ONLY AS DEEP AS THE EIFS IS THICK. ' I I I \ WIRING PER CODE 4B. DRILL PROPER P HOLES FOR THE LAG BOLTS THROUGH M ON /OFF' I A' THE PLYWOOD BACKING AND WOOD BLOCKING. � • I GO TO STEP 5C o i i = TOGGLE' \ 5A. USING CARBIDE TIPPED MASONRY DRILL BITS, DRILL 1" c c C cI,_ I SWITCH I \ DIA. HOLES OUT OF THE TILE WHERE EACH MOUNTING ' 8 0 LOCATION IS MARKED. DRILL THE HOLES SLOWLY I I ` 22 WITH LIGHT PRESSURE AND SPRAY WATER CONSTANTLY 5) 1 /4 X 2" SS LAG SCREWS ON THE TILE TO KEEP THE BIT COOL. DON'T STOP THE BIT - � 5) 1 /4" SS FLAT WASHERS WHILE TURNING IN THE HOLE OR IT COULD BIND AND Z 1 " CO BY EVERBRITE) CRACK THE TILE. ill j 1 5B. DRILL PROPER PILOT HOLES FOR THE LAG BOLTS THROUGH X (3) 5/16" DRAIN = _ ' INJECTION 4' THE PLYWOOD BACKING AND WOOD BLOCKING. z HOLES MOLDED 1 „ 5C. USING ALUMINUM HOLLOW PIPE WITH A MINIMUM INSIDE DIAMETER OF .493 ", (REFERENCE MCMASTER PART NUMBER: 22 8 " 22 8 ., 5 DIA 4 4 _ 5038K12 - 3/8" X 72" SCHEDULE 40 ALUMINUM PIPE) CUT PIPE o SECTIONS THAT HAVE A LENGTH EQUAL TO THE THICKNESS OF o ®° MOUNTING THE TILE OR EIFS PLUS 1/8 ". 45 4 " HOLE THRU REFERENCE MCMASTER PART NUMBER: 6. PRE DRILL HOLES IN WALL FOR THE 1/4" LAG °' BACK OF 5038K12 - 3/8" X 72" SCHEDULE 40 ALUMINUM PIPE) 7. DRILL CLEARANCE HOLE FOR THE CABLE AND FITTING. ° B 16 #8 SHEET METAL ARCH 8. MAKE FINAL ELECTRICAL CONNECTIONS. IF ELECTRICAL IS NOT B a - a i I FA E u Ti ; : =R1 ® SCREW TYP • • �,__ ,� I PROVIDED CONTACT EVERBRITE. (NOTE: BE SURE TO PUSH WIRE Si , BACK THROUGH THE CONDUIT BEFORE ATTACHING SIGN TO THE . 1/ „:• WALL.) ,. • e 1 ' 5 Ali hi _ I 9. TEST LIGHT. TAKE PHOTOS. o I • = ` ''` L' ='' " "' I miL 1/4” : S _R \. /Ai &-EF- 10. SILICONE ALL WALL PENETRATIONS AND MOUNT ARCH BACK • ��" lit-" 7 ._ / 71_/3T v ( / - TO WALL USING SUPPLIED LAG BOLTS AND WASHERS. IF EIFS OR I TILE IS PRESENT INSERT ALUMINUM PIPES IN THE 1" DIA. HOLES m — 1 1 BEFORE MOUNTING ARCH BACK. il 11. ATTACH FACE TO BACK ((17) LOCATIONS) II; USING HARDWARE REMOVED FROM STEP 1. .� ' • ; r 1 2. INSURE TOGGLE SWITCH IS LEFT IN 'ON' POSITION 0 UNLESS OTHERWISE SPECIFIED .ED t NAME DATE • DIMENSIONS ARE IN INCHES PRODUCT: C ', F RACTIO NAL ! I/8 DRA LO 3i2iii2 MCD NEXTGEN 42" ARCH (7‘: C3) - .X = 2 .06 .XX = ± .03 CHECKED i A ' .XXX = ± .015 .XXXX = REAM DESIGNED A t MACHINED . .5 ANGULAR: BEND ! I CUSTOMER SERV. TITLE: SQUARE FOOT AREA: LAG BOLT FINISH ENG APPR. INSTALL,MCD NG 42" ARCH ACTUAL: 5 SQ. FT. & WASHER A�, PROPRIETARY AND CONFIDENTIAL BOXED: 14 SQ. FT. •• Eer INFORMATION SIZE DWG. NO. REV OF N ' * j -. •, • ~ VERBRRE. LLC. SOLE LC. ANY REPRRODUCODUC TIO ON DESIGNED WINDLOAD: 150 MPH WIND SPEED 3- SECOND GUST EXPOSURE. NEXT ASSY USED ON •t: • ®� °0 EVERBR IN PART OR AS A WHOLE I N 449582S N COMPLIANT WITH NATION BUILDING CODES AND STANDARDS (IBC, UBC) W ERBRI T .LL WRITTEN PERMIR � APPLICATION DO NOT SCALE DRAWING EVERBRITE. LLC. IS STRICTLY PROHIBITED. SCALE: 1 : 1 O TYPE: PART SHEET 1 OF 2 8 7 6 5 4 3 2 1 • - 8 7 6 5 4 3 2 1 . - MOUNTING TO BRICK OR SPLIT ROCK 3" DEEP Rev: DESCRIPTION: DATE: APPROVED: _ A INITIAL RELEASE 3/21/12 LO STAINLESS STEEL , 1 /4 FLAT WASHER =3 wi B INITIAL RELEASE 05/03/12 RCW STAINLESS STEEL E col o Q C INTALL INSTRUCTIONS AND NOTES WERE UPDATED 06/11/12 RCW D 1 „ 01 41 l _ I h 4_20 NUT ___ = D INSTALL INSTRUCTIONS UPDATED TO 07/05/12 RCW __= INCLUDE MOUNTING TO_EIFS AND TILE __-_ (17) #8 FLAT HEAD SS INSTALLATON INSTRUCTIONS: STAINLESS STEEL , __ $HEFT METAL SCREWS 1. REMOVE FACE BY REMOVING (17) #8 PHILLIPS FLAT ICI 1 /4 -20 THREADED ROD /11i I�I j �l i!"''. :/;h1,� _ __ FOR FACE ATTACHMENT HEAD SCREWS AROUND PERIMETER OF FACE. PULL FACE OFF OF BACK. - :- 2. POSITION AS REQUIRED, MARK MOUNTING AND CABLE STAINLESS STEEL DETAIL A 1` _- : CHASE NIPPLE LOCATIONS. 0 1 /4 -20 NUT SCALE 1 : 1 =-=-7_-= C ONDUIT FOR 120 VOLT 3 PRE -DRILL (5) 3/8" DIA X 3" DEEP HOLES IN THE WALL W -_ - FOR THE 1/4-20 THREADED RODS. ENSURE A 1 MIN - WIRING PER CODE EMBEDMENT OF THE ROD INTO THE WALL. (PROVIDED STAINLESS STEEL STAINLESS STEEL = 6' LAGS SHOULD BE USED FOR TOP MOUNTING HOLES 0. 1/4 LOCK WASHER 1 /4 FLAT WASHER = ;: 4. IF DRILL CLEARANCE ANCE O E FOR ACHIEVED.) CABLE AND FITTING. z _ =E 5. ATTACH THE THREADED RODS THROUGH THE METAL = BACK AS SHOWN IN DETAIL A. - - -- ATTACH FACE TO BACK (17) LOCATIONS. C -_ �= 6. MAKE FINAL ELECTRICAL CONNECTIONS. IF ELECTRICAL C -c A _ . =_ IS NOT PROVIDED CONTACT EVERBRITE. - 7. TEST LIGHT. TAKE PHOTOS. (NOTE: BE SURE TO PUSH csi 4 = -__= WIRE BACK THROUGH THE CONDUIT BEFORE ATTACHING SIGN TO THE WALL.) 8. CLEAR DUST FROM THE 3/8" HOLES IN THE WALL. INSERT L ADHESIVE INTO THE 3/8" HOLES IN WALL. w #8 SHEET METAL 9. SILICONE ALL WALL PENETRATIONS 3 SCREW (TYP) 10 HR ADE RODS INTO THE E FLLEDIWI HHE a ADHESIVE. 0 0 00 . 1;1=38 X " THREADED RODS STAINLESS STE (USE IF NEEDED) 1 1 • ENSURE TOGGLE SWITCH IS IN ON POSITION. . 5 X 4 THREADED RODS STAINLESS STEEL DESIGN NOTES: 10) 1 /4 -20 NUTS STAINLESS STEEL 1. THIS SIGN IS INTENDED TO BE INSTALLED IN 3 � 5) 1 /4" LOCK WASHERS STAINLESS STEEL ACCORDANCE WITH THE REQUIREMENTS • o B OF ARTICLE 600 OF THE NATIONAL B . 2 v . k 10 1 / 4 FLAT WASHERS STAINLESS STEEL ELECTRICAL CODE AND ALL OTHER lirl AS REQUIRED) ADHESIVE APPLICABLE LOCAL CODES. THIS INCLUDES 47 B EVERBRITE) THE PPER GROUNDING OF S 2. LED - ILLUMINATED SIGN: NEC CLASS 2 LED 0 o • ELECTRICAL S ;I 3. POWER RO SUPPLY: INPUT: 120 -277 VAC, 50 -6 o Hz, 75W MAX OUTPUT: 24VDC, VOLTAGE REGULATED, APPROXIMATE 24 WATTS; OPERATION ENVIRONMENT: WET, DAMP, ft ii: • "` °' DRY, -25DEG C TO +60 DEG C. 0 4. (1) 15AMP CIRCUIT REQUIRED 0 , • • UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES NAME DATE PRODUCT: TOLERANCES: FRACTIONAL± 1/8 DRAWN LO 3/21/12 MCD NEXTGEN 42" ARCH �' S EE DETAIL A SQUARE FOOT AREA: .XXX= 0015 X X XX = REAM CHECKED A O A FOR ATTACHMENT ACTUAL: 5 SQ. FT. MACHINED ! .5 ANGULAR: DESIGNED INSTRUCTIONS BOXED: 14 SQ. FT. FINISH BEND ± 1 CUSTOMER SERV. TITLE: ENG APPR. INSTALL,MCD NG 42" ARCH N . � W., PROPRIETARY AND CONFIDENTIAL ••��w THE INFOR MATION CONTAINED IN THIS S IZE DWG. NO. REV • •N: Everbrite DRAW IS THE SOLE PROPERTY OF c`i ,• • • . , .• , EVERBRIT LLC. ANY REPRODUCTION Q I N 4495825 D DESIGNED WINDLOAD: 150 MPH WIND SPEED 3- SECOND GUST EXPOSURE. . : •:: : v 1 IN PART OR ASAWHOLE V O NEXT ASSY USED ON " COMPLIANT WITHNATION BUILDING CODES AND STANDARDS (IBC, UBC) WITHOUT THE WRITTEN PERMISSION OF APPLICATION DO NOT SCALE DRAWING EVERBRITE. LLC. IS STRICTLY PROHIBITED. 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