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Plans I i ) 0 7 �_ RECEIVED4748 21.56' _ JAN 16 2019 .� /. \0 °' CITY OF TIGARD WL" t BUILDING DIVISION � �RN k x �ti, ,- 40 / 50 T can il tV E C7 11 4 T T I ..._ �ti M ��� �� OFFICE COPY 1- 'SPECIAL INS I: : .)3 RE UIFIrlD '—� 16W LO I (N)"EXPLORER LIT$ . 8 �� o L State of Oregon structural Speclaltj4Cote i Taco MEDIUMsraLIIE I ,as + �: ,. i�.� a CITY OP TIGARD Concrete and Reinforcing Steel W .. - , 8' 4_ R D FOR CODE COMPLIANCE Approved; Bolts Installed in Concrete 4� , �1.33 @ ---! __A, �, ] Sar ❑ Special Moment-Resisting Concrete Frame I • r ?, OTC; r; l ] r rcrm�t#s X 01 — t�p) yi ❑ Reinforcing Steel&Prestressing Steel Tendons ® sit, r SW PACIFIC HIGHWAY-99W Adder kz l �W p - T ;t Ili ❑ Strlwaura!Welding VALIDITY OF PE., ,:. Suite#: ❑ High-Strehght Bolting O © 9 e. THE ISSUANCE OF A PERMI I � " By: � Date: �-S=L-�.-L ❑ Structural Masonry BASED ON CONSTRUCTiI-~^I 0 a p - DOCUMENTS AND OTHER C) m rn x ii oSS ®w SS I 0 ❑ Reinforced Gypsum Concrete DATA SHALL NOT PREVENT D C m I 14 �W i PI 0 ❑ Insulating Concrete Fill THE CODE OFFICIAL FROM D D co —I F i s , ! REQUIRING THE CORRECTION Z z 0 I 01 R g fig, r' g n $ El Spray Applied Fire-Resistive Materials OF ERRORS.OSSC 105.4m-< 73 C ll 1 8 A 1 I i 0 ❑ Pilings, Drilled Piers and Caissons Co D z z 1:1Shotcrete ij. i 1 11If P 1 i o 0 Special Grading,Excavation and Filling -< € N ❑ Smoke-Control Systems I� u�,7 TIGARD TACO BELL AT HWY 99W SCALE 'DRi N'q DATE ND. REVISION By PROJECT, Other in=3 EiCtll(j� Att T' HORR: I".20' `'"" NOF[ - - -gg wcocn WAaIAL j DATE: 06-21-IB E e �. t-..._.-.. .....,..« Surveyors & Planners, Ina ; w /r. QFILE:Il-cel Deal Po BOX 23406 "�� s"cTu°Eapin«�o°"a �, SITE PLAN 9"� 4�� �.. EUGENE,OR 91402 TACO P.O.ea.255 Sally.OR 97056 LEGAL �<� PHONE+541-661-8445 , ,, DESIGNED: DF2R ..,.-. . BELL_ E ■ - Prov. (503)BBB-3751 SECTION TWP. RANGE ,, DRAWN ppq 4i `/ LL 222:(503)865-4730 LOCATION r�, DATE Q PLOT OR-21-19 13305 SW PACIFIC HWY,TIGARD.OR 97223 2 25 nD MEN.Call: 2/31/20111 CHECKED: RillW APPROVED: R'Lr1 V S,`No.%D ARe.d,� v RODOI� E; . m° 9T 1I]! %G Bev A 6 OF OR _ 9 09 NC EONS NO NC NtIS m�_ BEYOND TOTALBONAREA M ,N ' ® ®© HOCH NOUN TaBrtrcw 11/1 3 (Lb 27.7&F.IsoVARE6) 114.144A am PAM FoR APO OMR Fisficart .14 �wimns.1 RM01MaATIFNa _- - --_ 0� ®QU a. ®DO © id NwMLAicue ° - :%%r,4.., 0120 i e112O12 TO PMAPE i�A�IOj � II.1 R Lv$x F 4 } rte-- rT p. E : ^ -a 1 x.. a i . 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WV NEOPRENE CARNET PONT.)BE1 EEN BUILDING a CANOPY. see DETAIL TIM El a- 1 lr, BY 4 II GRIi1CX WABJSgN§. X F 271100 0 D. A DPENEIEMOMOY1N TO ENSURE COORDINATION WITH STANDARD - /` r ADcpNreAIo E.LF.S.THICKNESS N.T.E. ID SMI 1114 11 __ 7V W T NOTE NO EXTERIOR SIGNS ARE MINIM THE SCOPE OF WORK COVERED BY THE BOLDING NOTE:BRiNFLiEUN�RBFPMATE PBAMff r R4 h ® PERMYTAPPICATON.THEGENERALCONTRACTOi090110.RESPON918lEFOR al Q BOTIOMOFVALANCE4 COORDINATING THE INSTNLATON OF ALL.[BRENDA MONS AND INSTALLATION OF Z _ILI 1'Hai IMPACT EFS ill REOAREDBLOCpMiAND ELECTRICAL CONNECix)N9 FOR FNALAPPOVE0 SIGNS. ®OTY mu oesamPTION SLID 1°GFS MAN BOLDING WALL De V-000 2 TB 3-B'ICY4L000 BEM-FACE LR X LI! MMAN BUH,OIUG WALL •A V..043 9 TB M.CHANNEL LETTER-YAM1E V3X m ORMORMICI 60 1 DRRE-TINUCANOPI'.r-0La9-0W1BH x O SLAT WALL COLOR TRANSITION NSA fT EIFS THICKNESS COLOR TRANSITION N.TA Fir GENERAL NOTES I F 0 SYMBOL AREA. MANUFACTURER COLOR ALTERNATE MRL ALTERNATE COLOR CONTACT INFORMATION NOT USED IOTA SIGN SCHEDULE N.T.E El4 0 FIBER CEMENT Nowa-ARTISAN KRUM JAMES HARD 901000 ANEWORSY 1�BUXOM SIN.BY VENDOR REQUIRES ELECTRICAL BEE ELECTRICAL PLANS 1T PS UPPTES TQiEMMDENTWWFRTKAL DOWNSPOUT CMN. 02 FIBER CEMENT mato TRW MA SMOOTH JAME/00FAI ON 7093 ANEW GRAY ( ORM THRU WINDOW.SEE SHEET AI.0MIO A1.1. ❑3 PARAPET CAP OMER) DOWLABT 25 MEDIUM mace(FACTO(RNWO 9HOM1WY1WA0 SW]OB0WON020 DOKMA8T'LEE COBB.00BW38NB 7II4*a Q 18 CONCRETE CURB. O DAENmtAE INDICATES AOOFBEYOOO. CD MU BEYOND PAINT TO MATCH MAIN BU.06%COLOR. ❑ PARYRTCAP(FRONT) DURMAST SHEWINVALAISSWISPK.9 92TME PURPLE'EGOSHE1L(P•OI 091020940 1114000.REFER TO000101.1. MTITLE]EXT.ELEVATIONS IID Dam ETK C0YEI OVER WOOD TO MATCH 3fOREFigNTSEE . MMI ❑6 waver CAP COLOR OIPOA01() 40G4 win 0ADTOTM0✓ISI9 ® WALL PACK LIGHT FEMME. (E) OVERFLOW SCUPPER,BEE ROOF PLAN. 0 PARAPET CAP(CODlHO MOAT CD ITALVAU20 PU)S(FACTORY FINISH) O SWITCH GEM.PANT TO NAIRN WALL CW) NOT MED. JOS.,/19.09302011 Q TIE PER 000042 CD BOIAND ❑] STOREFRONT WNDOWB TOO CLEAR ANODIZED O usArEIFSRSVOYC AMA BOTTHMIGE 24 O OFIWE� MWRNO N3RAeve'MTH ® O 91NEASMBRMIE Kona. AILN R{.) rill 0 PIPE Boum% SWEET SMART YELLOW-lm'CBCK PLASTIC WYBR(USPOSTMN.CO.B OR EDU* ® IF THE DUROIAST PARAPET CAP TRIM IS USED T SHALL NOT BE PANTED. cp ASSUME n8 PARAPET BACK ROOPNO DURMAST THE COLOR SHALL BE FACTORY 001DIED TM'EQUAL ALTERNATE MIMED. DUi01A0T:GEE COBB.Bp619d3BM(PHONE) TOD�N000110ESAC BELOW THE FINISH FLOOR. ® HOT USED. Q -- ❑10 AWMNO,1011900F.COOLBIWALL BSEI00E SOWN GAO/MA E 10 NOT USED. Q PATO WWI,IEE DEMI.2Q'P82 ® NOT USED. 11 VAUVN�COIDR SUI VENDOR SHV 7034'STATUS BfON2C'1EOUNN 11 TONER WITH MBTfLPPNELNBSH. ® STOREFRONTDOOG.REFER TO DOOR SCHEME. 12 MAN BUILDING COLOR 8HERWINMUMS SYN 7021'CITYSCAPE 100 Lamm 941]304 0000$N VACUOME:BRAD HAPRIN3T914.219441-68689116(PHONE). - CD PARAPETCOPING IF DUU{PSTEOCETPoMIS USED.UBE THE DURMAST ® HOSE OMBLDCAI1VN.REFER TOPLUMBPIO NODETAILMA82 BRA E.IV%YNOTONONERWIN.COM PRE-FeNEHE0 ED0ETPoM.8EE 0ETNt2/A8.0. 9/ NOT UM.O. 19 AA'WNT00009 SHERWIN WYLLVA9 90998O'PACEWHITE. SIO WIMP. WY17-00087 : cc>002 FILER VALVE A C.OVII.SEE DETAIL MA8.08WtWS CONr) , useo. 11 0204040 Oro10108IN NA148004 510 CORP,:CHUX DUPVN.9MY9/3M2(PHONE).Ya394NP51PAOB.0O1PRWESTOCOI'.COM 11 d0E- �G�:/ ISSUE TNRu cANOPr9roTRmRs. sv Nor LAED. is EroTLEEJ rT6 [NS8EFNCE. ®510(111).9FE28 a/A92 DATE. 10-16-2011 16 METKPANEB METAL STATER 1BM09+RUSTWALL PANELS WESTERN STATES DECANT:RUSTYFALo.RUS1Y9METNDECCCOM-WAV.METNDECKOOM �'=/W� LBE 111,4314E0 PIYDRTOP fOLLA1XYN OF0141014004 WALE, NONE 0 NOT USED EXTERIOR FINISH SCHEDULE I H KEY NOTES j D A4.0 �y- A/IC :::::Euotx., E.NANi[n. EQ. ££ EQ. s 3 I g _ nz...... r w*wroam Pl.t f. �.d, MO MlgNe PY:OMGF/.,[D O4. ©� _._. ._._._._._.T.O.TOWER4 co�iuwWlac iRCT.LLG �.. 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TITLE,EXT ELEVATIONS v, / ff a dao vauxe I / _.z/. / /1111111111: - S ! w"" JoeA 1219.03302011 �� eo z�s DRAM Y., 4D/ § ' /// / / at — fro n I --- --"---- — Q �h�__ .- y�, air -- '4t-0,8LL%2'EAF�B._-_._._._._._._._._._.__ / , _.. -- © Y .S '■. ® ,,1111:—�p 03 TA.2'EIF a¢ ° [mu l lik o®o via ,iinstitr •T.O.&AB_._._._.-_. I 1 1 -.-.-- TA.3lPH �© pc O — % op L ao®o _ G� +—. ,�►®o asuE DAM -ib-2mIT SCALE,14042 FRONT ELEVATION +�a'=+'A'I C REAR ELEVATION v<"-+' I B A4.1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 INSTALLATION INSTRUCTIONS 1.INSTALL BUSHING AFTER E.I.F.S. • APPLICATION HAS HARDENED.DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION A ONLY.STOP AT PLYWOOD.CAULK ._. __ 1._i OPENING PRIOR TO INSERTING WeiBLOCKING FASTENER TO SEAL PENETRATION. --- _ AS REQUIRED 2.USING BOOM,RAISE CANOPY INTO 1—�1 --- -- lel BY OTHERS POSITION PER ELEVATION DRAWINGS. 3.REMOVE BOTTOM PANEL SO THAT 112"DIA.FASTNESS MOUNTING AREA IS REVEALED. '�II��tti I�, ��f�,//..,,. ATTACH CANOPY TO WALL USING 1/2' - ' Y t t IL'i ' • YJ FOR MOUNTING HARDWARE PROVIDED BY INSTALLER. YYY `Y '�' BY OTHERS • ,1i1 777,,_ 4.MOUNT WALL PLATES TO BUILDING. 5.ATTACH TURNBUCKLES TO CANOPY ® TURN BUCKLE •LIN 1 I] AND WALL PLATES. %/J 6.SEAL CANOPY AT WALL ACROSS TOP AND AND WALL BRACKET ' .. DOWN THE SIDES. ' SUPPLIED BYEVERBRITE OS 7.CONNECT ELECTRICAL WHIP TO G.C. e • • • • PROVIDED POWER SUPPLY. 8.TURN ON BREAKER TO MAKE SURE i 0 ' e 49 ALL ELECTRICAL COMPONENTS ARE i al WORKING PROPERLY. .TOUCH UP ALL HARDWARE NICKS AND j , SSCRATCHES USING PAINT PROVIDED. • iim CNPY,TB 6"x9'x4'TRNBKL BRZ—V-101.DT '� L r�jmM■ I I REFERENCE PROJECT REQ.385492G �� p1I 1. AREA OF SIGN-SQUARED:36 SQ.FT. rile f/jj• AREA OF SIGN-ACTUAL :36 SQ.FT. (LT' SIC) (7r1 IoI PVC(SCR 40)BUSHING 2. LUMENS:-TOTAL I FILL WITH SEALANT i!% BY OTHERS .... LUMENS PER SQ FT:• • • • • ' - r� 3. LAMPS:- 4. BALLAST:- E.I.F.S. " ; 5. -AMPS@ 120VAC REF. C 108 "''• 6. (1)20 AMP CIRCUIT,60Hz UL 48&NEC COMPLIANT 7. SIGN IS TO BE WIRED WITH 12 GAGE 34 15/16 AWM 105C PER DIAGRAM ON BALLAST. ELECTRICAL LEADS TO BE 12 GAGE MTW WIRE. SIGN MUST BE GROUNDED WITH 12 GAGE .!..77.. GREEN WIRE. 12 I 84 I 12 ��L,.1'II.I_.-� 8. AALUMINUM SHAPES 6063-T5 1 LUMINUM 3 MATERIAL SHEETS SPECIFICATIONS 3003-H14 ® 0 0 0 STEEL SHAPES ASTM A36 STEEL SHEET ASTM A591 STEEL TUBE ASTM A50013 ® ®�PAINT TURN BUCKLES TURN BUCKLE ® ® 9. PAINT SPECIFICATIONS:(SIGN) D TO MATCH CANOPY MP0011GB 1 INTERIOR:PAINT WHITE (PER RELEASE) (2)REQUIRED EXTERIOR:VARIABLE-PAINT PER RELEASE 38 3/4 32 3/4 GRAPHIC AND COLOR SPECIFICATIONS:(FACE) COLOR PMS 3M/ARLON 43° SEAL BOLTED CONNECTION iI 10.PREFERRED DECORATION METHOD:- �`}ti��} W/CAULKING TYP. ��g - "II- '�_ Com/ 11.MAXIMUM DESIGN WIND LOAD: y e •; �. �_._ 90 MPH WIND SPEED 3-SECOND GUST-EXPOSURE C. I L_ 6 61/2 1�1 COMPLIANT WITH NATIONAL BUILDING CODE ���E• 3 D • 33 ( I ACI&ALUMINUM DESIGN MANUAL) AND STANDARDS. (IBC,UBC,BOCA,AISC,ASCE 7, I I1--6 I 3 F- 45 .41 ACI EST.WEIGHT OF CRATED SIGN -LBS RECESSED LIGHTINGJ 05/8 DIA.HOLES EST,WEIGHT OF UNCRATED SIGN:-LBS E FIXTURE FOR DAMP LOCATION FOR 1/2 DIA. SECURE SERVICE DOOR 13.CRATED VOLUME OF SIGN:-CU.FT. (2)REQUIRED MOUNTING HDWR WITH SCREWS AS REQ'D 14.OVERALL DIMENSIONS OF SIGN: ELEC OUT (4 PLCS) HEIGHT :6" WIDTH :108" DEPTH :48" NOTE _ -WIND LOAD-90 MPH -120 VOLT INPUT REQUIRED -LIGHTS-STANDARD DOWN LIGHTS FOR A PAR30 75 WATT BULB W20 IREM (FILE 'SWEET 1 of 6 F PAINT NOTE: .*"Everbrite rp,=drowinge p e"...".'"'of", COLOR VARIES- PAINT PER RELEASE 'aw=e.„aa r. experty '`ten LL` dnp6rotio` Y monner'Wailes( P.O.BSe 20p'N express written permission o} A RELEASE TO PRODUCTION JRH 9/6/78 RTPkuD_ »e Everbrite, LLC iS prombibod. SYM DESCRIPTION DR DATE ECN (CANOPY&TURNBUCKLES PAINTED THE SAME) .,� 3500 .n Nemo*mama.* � - . ry YREVISIONRECORD " T�” CNPY,TB 6"X9'X4'TRNBKL BRZ DNN JRH DT 7.11-18 SGL. .... REV ote Awl. .m Or 'N.T.S. E032948 A L . - - . - - . - - - . - - - - - - - . - - _ - - . - . - . - . - - - - - J EOUNDATION_DESIGN NOTES I. Concrete shall have a minimum compressive strength of 2500 PSI -12" , at 28 days. II"- 2. Reinforcing steel shall be ASTM A-6I5 grade 60. 0 24"—N141#5 VERTICALS W/#3 TIES \'=,,, [41)34 3. Caisson footing designed using a soil bearing force of 150 PSF @ 9 12"O.C.AND(31 3"O.0 TOP per foot lateral. If this soil condition does not exist,it is the Erector's a� responsibility to have a new base design for the existing soil _ 6 _ , ORDERMATIC conditions by a Licensed Structural Engineer. III�I"RIGID ELECTRICAL 44 \�, C o R P o RAT 10 N 4. Anchor bolts shall be AASHTO Gr.2. !-�� ��^ ' I \ 340 South Eckroat Street 1 ��, 4�, ' '� CONDUIT(POWER) DESIGN WINDI oAD ' kr, , Oklahoma City,OK 73129 p 12" I I° 9°6" C C� � P wne Fax 90 MPH IBC 2009,Exposure C I , I � \, , 844-231-6837 405-672-5349 SNOW:30 PSF �C, www.OrderMatic.com Soil class 4 was assumed for the foundation. is,„,, ,,:1.1 Fi 1iFI FOTRICAI �� ki , Fax Quick Mod 4 Modules I III Class 2 Power Supplies �'� � 2.4 AMPS @ 120 VOLTS — � 111 120VAC/.20A Circuit Low Voltage Wires Not Shown I - 1 r1 91 3/8" - 30" 30 . ; i, / \ / c, -. Li \ -I ® ® ® a ANCHOR BOLT DETAIL I I 1 1 I 3/4"Gr.2 STEEL (CAN USE EITHER STYLE ANCHOR BOLT] 70 1/8" 0 0 0 4 Approvals for Production 80 1/16" ATTACH FIELD WIRING_ TFSFARCH AND OFVFI OPMFNT HERE "— -+ ® + ® DE wet Andrew David Pennington Dote12/18/20I7 �„ ,1AM IFAc'.TURWD b _ ALUMINUM LED •= = = I = —• MGN Date MOUNT PANEL III ® ® x D.Fcr MANAGER SIGN Date _ _ _ — _ _ _ SA FS r >ION Date ►L1 POWER SUPPLY HOUSING — -USTOMFR 4" ANCHORS ABOVE GRADE 111 1310 CI ASS 2 POWER UNIT I 'RINT Date i9° - 33" -11 INPUT:100-24OVAC,50/60Hz,I.2A ® ® ® ® ® ® ® HI ® ® ;ICN _ - OUTPUT:+12V DC,5A , ,VWVAVAAYAYAAVAVAVA �4AV V _ "'�_ .4 t E 4,4 ►A MODEL PRINCIPAL LED J..L�+ 1/ AVA!VAVAVAY4 I I I PL-PS-60-12 n��� �•� Oa -�� RIGID ELECTRICAL C1200VDUIT AC/20A INSTALLED BY CONTRACTOR ''4•,,':' �a-itCONDUITPOWER)s FROM SUPPLY .-----T :usroMERTACO BELL- 51" w Ir*-4 _141#5 VERTICALS W/#3 THRU CONCRETE FOOTING AND BASE POLE EVEMBMLED II I TIES @ 12"O.C.AND 131 TO ELECTRICAL BOX IN SIGN II@ 3"O.0 TOP This sign is intended to be installed in accordance with Evolution Value Engineered _ requirements of 'RAJECT � article 600 of the National Electrical II 1 ORDERMATIC.COM Code. This includes proper grounding INSTALLATION DRAWING If- — -d EVMBMCLED(DATE and bonding of the sign. )RAWINGSET 3" CLEARANCE UL FILE E136521 WHITE-NEUTRAL INSTALLATION AND ASSEMBLY REQUIREMENTS L. SUITABLE FOR WET LOCATIONS GREEN-GROUND INSTALLATION TYP 24 120V 60 HZ 2.5 AMP BLACK-120 VAC INSTRUCTIONS. >MEET NAME 'AGE 9'-513/16" --__.. _._. __—_ _ y GENERAL NOTES - INSTALLER TO PROVIDE COMPLETION PHOTOS OF 1'-4 5/16"�- 8'4 1/2" " I FOUNDATION WITH ANCHOR BOLTS,REBAR&CONDUIT(BEFORE&AFTER POUR),BASE PLATE(S)w/ANCHOR BOLT AT CONNECTIONS,GROUT INSTALLATION,MATCH PLATE/SIGN CONNECTIONS,ANY WELDED CONNECTIONS,ELECTRICAL WIRING AND OVERALL ELEVATION. Ir LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES. I 4 /�./�I�'� 9 CLEARANCE THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. iI CONCRETE SPECIFICATION 0.38 CU.YDS.TOTAL.CONCRETE SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS.REINFORCING STEEL SHALL HAVE A MIN.YIELD STRENGTH OF 60,000 PSI.RECOMMENDED MIN.CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH ' INSTALLATION. LIFTING HOLE NOTE ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER.LIFTING HOLES ARE TO BE SEALED BY A CAP PLATE,WELDED OVER TO COVER AND THEN PAINTED. -HSS4 X4X1/4 WELDING NOTE I ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS 7" NEEDED. Z DESIGN NOTE P.-O ---13 1/2"-°- O ---1 q SIGN,POLE.AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND A WIND LOAD OF 29 PSF. o zz F CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF 150 PSF I FT.OF DEPTH.IF THESE SOIL CONDITIONS O O DO NOT EXIST AT THE FOUNDATION LOCATION,IT IS THE ERECTOR'S RESPONSIBILITY TO NOTIFY EVERBRITE,LLC PRIOR TO .. PERFORMING ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. ' i w CONDUIT- 1 1_- _ 4_ INSTALLATION INSTRUCTIONS _ w 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G.C. m m __ ___ ' OVERTURNING 2. EXCAVATE FOUNDATION AREA. DIRECTION 3. SET ANCHOR BOLTS,REBAR. I.-. 4. POUR CONCRETE.ALLOW CONCRETE CURE TIME AS REQUIRED.RECOMMENDED MIN.CURE TIME OF 7 DAYS BEFORE _dY PROCEEDING WITH INSTALLATION. tet" 5. ANCHOR POLE(S)AS SHOWN IN AB DETAIL.CHECK FOR PLUMB. B. MOUNT SIGNAGE TO POLE(S). 7. TEST SIGNAGE FOR PROPER FUNCTION. 7 GRADE 8. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. 8. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL.DO NOT DISCARD ANY MATERIAL OR DEBRIS INTO ON SITE i CURB DUMPSTERS. DETAIL-'A' (FOR REFERENCE) 1 ANCHOR BOLT PATTERN ® SCALE I1 1:10 FINISH GRADE SWING AM INSTALLATION INSTRUCTIONS r _ _._. ..._.... 1 1. MOUNT ARM ASSEMBLY TO CHASSIS a. IIPII DRIVE WAV LIIapi1 II11 .11 I-II-II II 111*11 I 1711 11 11 IL" 2. LOCATE CORRECT SIDE OF CHASSIS THAT IS FACING ONCOMING TRAFFIC INTO THE DRIVE THRU. °° 1 IP�IIE=1�II .II=I��II��:IL�II�r�riIIPIIII=I 3. SLIDE PVC TUBE INTO POSITION,OVER ASSEMBLY ARM,WITH THE LETTERING FACING ONCOMING TRAFFIC. 4. DRILL A HOLE ON THE TOP OF THE PVC TUBE 6"FROM THE END,ON THE END THAT HAS THE PIVOT BRACKET, COUNTERSINK FOR 1/4"BOLT. 5. INSERT 1/4"SCREW(PROVIDED)INTO PRE-DRILLED HOLE AND TIGHTEN UNTIL SNUG. ° 6. INSERT PVC CAP ON OPPOSITE END. 7. DRILL 1/8"HOLE THRU THE TOP OF THE CAP AND TUBE. • DOUBLE NUTS(GALV.) 8. INSERT PROVIDED#8.3/4"SHEET METAL SCREW AND TIGHTEN INTUL SNUG SO CAP WILL NOT COME OFF. -° - --(4)1"DIA X 36"LONG ANCHOR BOLTS, g0 I W/7"THREAD @ TOP AND `/ TIGHTEN TOP NUT 1/6 TURN BEYOND 3"THREAD @BOTTOM, \ HAND-TIGHT(MIN 60°,MAX 80°) \ EVERBRITE TO FURNISH (4)NUTS&(2)WASHERS PER BOLT0 FLAT WASHERS- z 1. 10'-0"PORTAL SIGN n LEVELING NUT W I 2. ANCHOR BOLTS (3)#3 TIES IN THE TOP 5"0/C, AFTER POLE IS LEVELED AND BOLTED INTO- 1111 Io' 3. ALL MOUNTING HARDWARE . ' 12"0/C THEREAFTER PLACE,FILL ENTIRE AREA UNDER PLATE WITH 0 STRUCTURAL NON-SHRINK,NON METALIC � CEMENTITIOUS GROUT.FOLLOW ALL OF THE UUIf j 1a INSTALLER TO FURNISH a -.°� ,‘ MANUFACTURERS INSTRUCTIONS FOR ALL �����•--•� I. FOUNDATION - DIST N E RO,PLACEMENT,THEOF AND CURING.THE "® ;1 •.° �--(4)86 VERTICAL REBAR DISTANCE FROM THE TOP OF THE FOUNDATION io EQUALLY SPACED AROUND TO THE BOTTOM OF THE BASE PLATE TO BE 1°-2" 12"DIA CIRCLE ANCHOR BOLT DETAIL-A' 1--- - ------- SCALE 1:10 -+- 1'-0"DIA1--w- -w- - -°-1'E"DIA-+- FRONT ELEVATION SCALE 1:24 DRAWN BY SITE TITLE INSTALLATION IMPACT-TDT te DRAWING - DATE TACO BELL 10' PORTAL @ 10'-0°'OAH Off° 03/24/17 STANDARD DRAWING °00. O 0°° 4949 SO.110TH ST. THESE DRAWINGS ARE THE EXCLUSIVE °oo-% 00° P.O.BOX 20020 PROPERTY OF EVERBRITE,LLC.USE OF, , CHECKED BY RHB PROJECT NO. DRAWING NO. REV °O0 •• °°p GREENFIELD,WI 53220 OR °g o?Q,°® 414-529-3500 OUTEXPRESSWRIITTEN PERMISSION OF A 03/27/17 Mai RHB RELEASED FOR INSTALLATION DATE 03/27/17 SCALE REF 360665 I N360665 B A EVERBRITE,INC.IS PROHIBITED. REV DATE BY CHK DESCRIPTION AS SHOWN GENERAL NOTES • INSTALLER TO PROVIDE COMPLETION PHOTOS OF FOUNDATION,GROUT INSTALLATION, BASE PLATES,ANCHOR BOLTS,MATCH PLATE,WELDING CONNECTIONS AND OVERALL 1.-2" ELEVATION. 6'$1/4" THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 4'-7 1/4" ARTICLE 600 OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. 1 STEEL CANOPY THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. f-1 - ROOF FRAME THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR / - --• - ... ----''��' MANUFACTURING. 1 . -\ LANDSCAPING MATERIALS SHOULD BE KEPT TO A MINIMUM OF TWO INCHES AWAY FROM � � tO SIGN POLES OR BASE PLATES. CONCRETE SPECIFICATION N—.125 ALUMINUM 0.45 CU.YDS.TOTAL.CONCRETE SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 3,000 PSI 20 WATT LED�\ CANOPY TOP @ 28 DAYS. .61 LIGHT FIXTURE ( REINFORCING STEEL SHALL HAVE A MIN.YIELD STRENGTH OF 60,000 PSI. RECOMMENDED MIN.CURE TIME OF 7 DAYS BEFORE POLE&SIGN INSTALLATION. I LIFTING HOLE NOTE ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER.LIFTING HOLES I ARE TO BE SEALED BY A CAP PLATE,WELDED OVER TO COVER AND THEN PAINTED. WELDING NOTE ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN -rt THE APPLICABLE POSITIONS NEEDED. 1 Zn HSS 5X5X5l16� II :° 5, DESIGN NOTE SIGN,POLE,AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND A WIND LOAD OF °p 54 PSF&A SNOW LOAD OF 17 PSF OR A WINOLOAD OF 24 PSF&A SNOWLOAD OF 76 PSF. I I CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF 150 PSF/FT.OF DEPTH,IF THESE SOIL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION,IT IS THE ERECTOR'S RESPONSIBILITY TO NOTIFY EVERBRITE,LLC PRIOR TO PERFORMING ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. I INSTALLATION INSTRUCTIONS 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G.C. 2, EXCAVATE FOUNDATION AREA. DETAIL"A" 4. SET CONDUIT STUB,ANCHOR BOLTS AND REBAR. 5. POUR CONCRETE.ALLOW CONCRETE CURE TIME AS REQUIRED(A MINIMUM OF 7 DAYS j�j ,_DETAIL CURB IS SUGGESTED BEFORE CONTINUING WITH INSTALLATION). � (FOR REFERENCE) 5. SET COLUMN PLUMB AND ANCHOR AS SHOWN IN A.B.DETAIL. 1111 �� ^• 6. MOUNT CANOPY TO POLE. , f-°+<� ,FINISHED GRADE FINISHED GRADE 1 ._ — 7. MAKE FINAL ELECTRICAL HOOK UP(ALL ELECTRICAL TO MEET LOCAL CODES.) II�=1L��1 111 „----1L-41-- �T tit i� - —1 I I-1 8. TEST SIGN FOR PROPER FUNCTION. [11—n 1L- ,V l LIl_�ll �=,tll '��--�' III-1 —i— i I—III-1 —1 —I f 1-7 —7 i— 90. RCEMOVE ANY EAN AREA AND GREMOVE�ANY PACKINGMATERIAL.BOLTS —Ill-11111 • • llU L ITT--J1 ' ii�- -������i��iii����l��il� l��T—TT - ELECTRICAL PER CODE �.°-® , (4)1”DIA.X 36"LG.ANCHOR BOLTS •- W/7"THREAD @ TOP&3"THREAD @ BOTTOM TIGHTEN THIS NUT 1/6 TURN (4)NUTS&(3)WASHERS PER BOLT _ '--'��a/// • BEYOND HAND-TIGHT moo° In 4#6 VERTICAL REBAR EQ. Z - - (MIN 80°,MAX 80°) O 4 DOUBLE NUTS(GALV.) 0 SPACED ON 12"DIA.CIRCLE 1- / �� FLAT WASHERS W/(3)#3 TIES IN TOP 5" w• LEVELING NUT r THEN 12"O.C.THERE AFTER i if IIAt AFTER POLE IS LEVELED AND BOLTED INTO PLACE,FILL ENTIRE AREA UNDER PLATE WITH 41 1 STRUCTURAL NON-SHRINK,NON METALIC ° 7" - ¢ /������%� CEMENTITIOUS GROUT.FOLLOW ALL OF THE �-v--' /� MANUFACTURERS INSTRUCTIONS FOR ALL a 3 12" ' _ . ' —- GROUT MIXING,PLACEMENT,AND CURING.THE -`j DISTANCE FROM THE TOP OF THE FOUNDATION ANCHOR BOLT ° TO THE BOTTOM OF THE BASE PLATE TO BE 1"-2" + illi POLE a CLEAR +U BASE PL ANCHOR BOLT DETAIL 1 1/4"X 10"X 10" SCALE:NONE CAGE 1'.6"DIA. ANCHOR BOLT PATTERN FRONT ELEVATION SCALE 1:30 SIDE ELEVATION SCALE 1:30 SCALE 1:30 ° INSTALLATION DRAWN BY SAJ SITE (TITLE TACO BELL VE DRIVE THRU CANOPY 0G 000�oo EV�bCtf� DRAWING DATE 10-27-16 STANDARD w/o SHROUD @ 10'-0"OAH 4949 SO.110TH ST. THESE DRAWINGS ARE THE EXCLUSIVE D f..A V V I N(' 'T p O O 0 ° P.O.BOX 20020 PROPERTY OF EVERBRITE,LLC.USE OF, CHECKED BY v PROJECT NO. DRAWING NO. REV 'e o0,0000-*° GREENFIELD,WI 53220 OR DUPLICATION IN ANY MANNER WITH- RHB e °Poe° ® 414529.3500 OUT EXPRESS WRITTEN PERMISSION OF A 10-27-16 SAJ RHB RELEASED FOR INSTALLATION DATE SCALE REF 352776 IN352776P A EVERBRITE,LLC IS PROHIBITED. REV DATE BY CHK DESCRIPTION 10-27-16 AS SHOWN