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B €E$i o III :'f I .I� I ' '� ' / I y} 5-f,- .1-1;_1E.,° ' )( :; 4 - - t:. I<`4- 1, E EI I To.51iUNA1ILGOT $ 2 g, I :. �__. _, _...... ___Ii 'I\' ' - .„1----_----.7.„- ELEV.EXISTIN6� r` :. 11 I IIs I,.eE li litllil I r ! I BA.BATToxs YImog:I 1'1 J �F27 .!'NS T. I ' € 1 ‘,...,/. { � ELN.+O.-2.9 O S Y 1 ■ .xsa4�I1�1 A_.^L! zraE .y sbR 7.0.SLAB• . y3XY.SvE ( I " V.0 0 CI I 1 • ..� 41 CEN-C6}'C04-01 'I.iO$�(EN-n C I f�.10`(4`N-06) .1-(TEN-2i) - I I (T-' 7 ss $ L V, fi10 A8H� •C59 ' /EN:53N ,EN-Ids -01 `(ETN-20} -' . 20i f3 S. TN'P TYP. TYP. 4 . E °P 741 moo:=Eii!"it! FSR5 WEST ELEVATION T-2, %ALE: I/44=1"-0' ELEVATION KEYNOTES i ELEVATION GENERAL NOTES COLOR LEGEND cb'O REIN LA BOARD 51116 PER F'NISN SCHEDULE,'1/6 SpaTT.COLOR:EASE BELDINS.SEE (EN-IR J M4W.LOS SNORAOE BY OTHERS-LNPER SEPARATE FERMI.SEE 55N46E SPPO.RT I. FASCIA Sib.NALSA/PORTS TO EE V-ER IED NITH MCD.NAE S AREA CONSTRJLT1ON 2/ED).SON-TE SHET A44 FOR TYPICAL PETALS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH✓6N MANIFACTURER ,EN-02) TEN LA BOARD BONE PER FiI/ISt SCHEDULE'NRS SHEET COLOR ACCENT COLOR.SEE (EN=20) ROLECAN PETAL DOOR!FRAY$-PAINT TO MATO N COLOR OF SURRO:HI)INS MATERIAL II 4.IMPL H CANOPY RV COLOR:12'CANOPY:N-I:EL.H"CANOPY:RAL 7022 NITS EOE SHEET A44 FOR TYPICAL DETAILS. 2. .•'DENOTES WET'GLAZING. FASCIA SYSTEM: OVOR AORE 04-21) MEN STOREFRONT'TO MATCH DESTINE PER�iCHEDA.E!10'MIN BOTTOM STILE B DOORS). CEN-O✓' EXISTII6 9R GK P ROM TO RE•/AIN. (�-2,2 NOT N-ED 3. MASH E!GLOSURE a SATES 'N (L-N-04)REN PARAPET ACCENT BAND PER COLOR LEGEND,THIS SHAT. OT fF10✓Bil TO RECEIVE REIN 5121N5 1 PE PAINTED'BASE ,q.UR•,N2'% R^I M BATTEN SYSTEM. 2"AE1F!IN34'.TEIu NTH WOOD 6RAtN FIN!Sf SPACED AT 440L (EN-23);RMNC)COIN COLLWTOR BALDT64 COLOR (.:Love,2'VOID) 44. (EN-05,)METAL FASCIA(COLORCITTH APE).A^IPRE-FAB ANC:OR-11TE)&(PRE-FAB CLSTOT! F 501/,'. (EN-24) EXISTRI RAIN LEADER TO REMAIN.D.AYLi6H:EXIST/S6 ROOF DRAIN O`✓ERFLON AT .. ARCADE EXTERIOR NALL.PAINT BOTH TO MATCH'a6NOLNDN6 ERRE.sa DETAIL 12,4-1 3- BATTEN BACKING: 5165TRATE EXTERIOR 1470 PLYNOOD,PRIMED t PAINTED ON ALL (EN-06) TILE-5a COLOR LENEN,,'NIS SHEET.CONTACT:IAN DET" (114)431-1500. (EN-25, EX15n:b CO2 FILL BOX TO REMAN.R SIDE B"6C,COLOR:RAL 1022 (EN-A)) CUTSDE COPIER STROPS. RON BC P00015DA'DARK ANTHRACITE)AIJ)MRU4,T.4F1 (EN-26'EXISTING BILK OIL Fa BOX TO REMAIN,PROTECT PROM DA/RASE. �-0C)E!i MO`JE:K7tT.0151 p;.EJ(5'N-iOO'!(BLACK) �T PETAL FASCIA: ANCHOR. PARAPET FASCIA BY METAL EIA, , 1.04- '1,„H1.04- '1,„ NOT 1%5127. ACCENT CALOR:RA.1022,EASE CA-OR,MATTERED ZINC - (-, ACCENT L1614-01,46(ARCADE LIGHT)-SEE ELECTRICAL (12.1-2B)6'4AARD RAIL-PANT TO MATCH SIARGORUNNG MATERIAL. -- O)IT HA6/N ALUMIKRA CANOPY FASGA BAND(COLOR:WMTEI ON ALUMINUM TRELLISBREAK FETAL: HOLD PANTONE 1230 I K .— SYSTEM(COLOR PETE/A NO Li8)ERSCOFE;&HOLD UNDERSCORE- CEN-2+.)PIPE BO^1ARD METER SITE PLAN TO R PITH(21 COATS TRAFFIC,YEL:ON. i (EN-30)EXIST:NS GAS ASSENT/LT TO RREMAIN. METAL WALL '"REVEAL PETAL N4.L PAIS.SYSTEM BY METAL ER. . (Es-i T ACCENT LIGHTING .'TE S -RAL CANOPY'LIE+ITI-SEE ELECTRICAL. PME SYSTEM, .. 14 , (EN-31) EX'S-ONE ECT NE ELR&METER.££?ELY TO REMAIN. (E4-42 J ALUMINUM SfSLL15.AILOLORG'YSCAPE).B:!COLOR:CHARCOAL WITH GOLD (E14-32)METAL LOWER PA'€L BY TRELLIS VENTER.COLOR.CITTSCARE. RIPER CEMENT SONE, HARDIE P.A'K BY-APES HARDIE COLOR MED RENTER, 1 (EN-IT I ALU41�TN_IS TIEBACK SYSTEM..(COLOR:CHARCOAL). % NOT D. FEATIRE NAL: 6/3611 M COMPOSITE PANEL(ACM)BY ALPOLIC COLOR:RN.1022 C EN-I4)ALVANAi TTTLLIS 2"XE'WALL PA5CIA. („EN-34)NOT USED (EN.3T) LISAT FIXTURE(MALLOR�'SL -SEE ELECTRICAL.A: 00415 OILY FIXT:RE(COLOR: ( i NOT 0 ED iNA1�5COT: DESTINE BRICK TO REMAIN - NHTE'@.DOW:OMIT FIX'RR{COLOR.SILVER). (E!i-56) NOT! . //gN-IAJ NOT:SED. ( ) EXISTII{BIKE RACK TO REMAIN PROTECT FRIM!DANME. i _. .ETF ) FT 16FIXTJRE(RECESSED DONT-.-NiBOI1 AL CANOPY).COLOR SILVER-SEE 404-58) NO.USED. ELECTF'CCAL. (EN-34J NDN FIBER CEMENT 5101416 PER FINISH SCHEP.U.,Tn'S SHEET_COLOR CEDAR.SEE j/.�.� (�/�j •'EN-IB) "£TAC LI OK;%AS-BY OhERS.)PNLCOME-COLOR:SILVER) S¢._Fi AaA FOR TYPICAL DETAILS. , e V EEVAT:Ctb ) 4'-0" GENERAL NOTES: 1. SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. • • 2. SIGN CABINET AND CONNECTION BY PERSONA. CLIENT-PERSONA 2014 OREGON STRUCTURAL SPECIALTY CODE 115 MPH WIND SPEED, EXP.C co RECOMMENDED LOCATIONS FOR FASTENERS-SEE CHART FOR SIZE AND TYPE(5 REM)• e • FRONT ELEVATION 0 SCALE N T.S. OVERSIZED WASHER(TYP) � , 1 1(4" "Ii. ,1FASTENER CHART(STAINLESS STEEL) "' �� i�' ' • A 3/8"0 LIBERTY ANCHOR HOLLOW CMU , �� ,t • B 3!8"0 LAG BOLTS WOOD ONLY . . C 3/8"0 HILTI HLC ANCHOR MASONRY ONLY ,A . 1 D 3/8"0 THRU BOLTS MASONRY,WOOD, METAL ;. ;: E 3/8"0 EXPANSION BOLTS SOLID MASONRY ONLY O3/8"0 TOGGLE BOLTS 0 3/8"0 LAG BOLTS O 3/8"0 HILTI HLC ANCHOR STEEL ANGLE BLOCKING 2x WOODk'a lima ------,F7 (BY INSTALLER) BLOCKING : f ( BY INSTALLER) �•_•• ,� WASHER W/ :.om= , s .° .4. 4 ° DOUBLE NUTS . ° • OR CRIMP THREADS WASHER W/ ,� _. DOUBLE NUTS ' OR CRIMP THREADS4 4 o d • 1RU GT viz-,1 t 3/8"0 THRU BOLTS ® 3/8"0 THRU BOLTS 3/8"0 EXPANSION BOLT 5 Vpjw Op j E (NON WOOD STUD WALL) (WOOD STUD WALL) .e- /' 41; 61/2-; 299 N.WEISGARBER RD. ,IM Y PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: s '� SUITE 101 DRAWING NO. / � KNOXVILLE,TENNESSEE 123$8 SW SCROLLS FERRY ROAD, TIGARD, OR 97223 HASV FCM 1 90030.1 44 06/1 3/1 9 DWG. �f - '� OREGON 37919 PHONE:865 584 0999 DRAWING TITLE: REV.# DATE DRAWN BY F� �'�� FAX: 865 584 5213 1 /�G j/3, 4YW.NICHOLAS DEAL,P.E.,S.E. McDonald's 42" Logo �'c HoAso- s gn engineering.structural engineering EXPIRES: 12/31/19 GENERAL NOTES: 16-4 15/16" I 1. SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. 2. SIGN CABINET AND CONNECTION BY \ / PERSONA. i r -,---- rTh i --\ 1 o MOIL�� / } *CLIENT-PERSONA c� —" • • *2014 OREGON STRUCTURAL SPECIALTY CODE * 115 MPH WIND SPEED, EXP.C •____.) • ikli RECOMMENDED LOCATIONS FOR FASTENERS-SEE CHART FOR SIZE AND TYPE(14 REQ'D,7 ON TOP, 7 ON BOTTOM) FRONT ELEVATION 1O T SCALE: N .S. 1 OVERSIZED WASHER(TYP) 1 lb, ki Ailk. .A V ►� 7:4 FASTENER CHART(STAINLESS STEEL) • A 3/8"0 LIBERTY ANCHOR HOLLOW CMU �� N'y .� B 3/8"0 LAG BOLTS WOOD ONLY L", a ° °°"'""°° „'I C 3/8"0 HILTI HLC ANCHOR MASONRY ONLY .. � D 3/8"0 THRU BOLTS MASONRY,WOOD, METAL E 3/8"0 EXPANSION BOLTS SOLID MASONRY ONLY ® 3/8"0 TOGGLE BOLTS B 3/8"0 LAG BOLTS © 3/8"0 HILTI HLC ANCHOR WASHER W/ 2x WOOD DOUBLE NUTS BLOCKING i I OR CRIMP THREADS (BY INSTALLER) 4 4 a s fi STEEL ANGLE WASHER W/ IF'• a BLOCKING DOUBLE NUTS . (BY INSTALLER) OR CRIMP THREADS ► . a .A a ,l .0 , 0 R". \ �-41/ 3/8"0 THRU BOLTS E0 PRS (NON WOOD STUD WALL) ® 3/$"0 THRU BOLTS O 3/8"0 EXPANSION BOLT 'C' (WOOD STUD WALL) E / f-D,/ - `f.; '1 QO2 ti II '4 'E ' 299 N.WEISGARBER RD. PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. / IL7 1 SUITE 101 12388 SW SCHOLLS FERRY ROAD, TIGARD, OR 97223 HASV FCM 190030.144 06/13/19 KNOXVILLE,TENNESSEE DWG. OREGON 37919 DRAWING TITLE: REV.# DATE DRAWN BY PHONE:865 584 0999 S^ �!� FAX: 865 584 5213 ^ k- cp 13,'2-Q V W.NICHOLAS DEAL,P.E.,S.E. McDonald's #1 1502 McDonald's Raceway G •ti"CHOLAs� P sign engineering.structural engineering EXPIRES: 12/31/19 I 11'-7 3/8" / (, GENERAL NOTES: 1. SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. 2. SIGN CABINET AND CONNECTION BY _�� �_ A11111 Aill Adlill . -, PERSONA. CLIENT-PERSONA Ln - 0 --Dr._) *2014 OREGON STRUCTURAL SPECIALTY CODE o c1111J ------;) * 115 MPH WIND SPEED, EXP. C 7 • V 0 RECOMMENDED LOCATIONS FOR FASTENERS-SEE CHART FOR SIZE AND TYPE(8 REQ'D,4 ON TOP,4 ON BOTTOM) FRONT ELEVATION O • SCALE: N.T.S. OVERSIZED WASHER(TYP) ��.�. , 1 1/4" ki -a O , i'.�anumns rmrx• _7F ,1 4 N'y Pka N !Li::: ,.,..4! AFASTENER CHART(STAINLESS STEEL) A 3/8"0 LIBERTY ANCHOR HOLLOW CMU Et 3/8"0 LAG BOLTS WOOD ONLY .� C 3/8"0 HILTI HLC ANCHOR MASONRY ONLY A. '4 .4 1 D 3/8"0 THRU BOLTS MASONRY,WOOD,METAL 0 3/8"0 TOGGLE BOLTS 03/8"0 LAG BOLTS O 3/8"0 HILTI HLC ANCHOR E 3/8"0 EXPANSION BOLTS SOLID MASONRY ONLY WASHER W/ 2x WOOD DOUBLE NUTS BLOCKING /// OR CRIMP THREADS (BY INSTALLER) � " ► STEEL ANGLE WASHER W/ a a SI' •NSTALLER) ORCMPTHREADS Cl� 4, a °° I a �4 51R-u...CruRy ® 3/8"0 THRU BOLTS PRQ -� - (NON WOOD STUD WALL) 3/8"0 THRU BOLTS 3/8"0 EXPANSION BOLT .CG� ° )5` �� ® (WOOD STUD WALL) O �'` Oma. ' f /fi X02 w / 2/PE ' T 299 N.WElSGARBER RD. ,1� li ■ _ ® PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO.t, g 1� ( j t SUITE 101 12388 SW SCHOLLS FERRY ROAD, TIGARD, OR 97223 HASV FCM 190030.144 06/13/19 ,,,/,/,,, `& s. KNOXVILLE,TENNESSEE DWG. ' OREGON 1(3,41::-/ 37919 DRAWING TITLE: REV, DATE DRAWN BY PHONE:865 584 0999 S�A c/\ FAX: 865 584 5213 W.NICHOLAS DEAL,RE.,S.E. McDonald's aI t� j� r-� GL'V 3r 2" ° sign engineering.structural engineering V y7- G Pt ayp I ac e Raceway cHO �s EXPIRES: 12/31/19 FREE STANDING SIGN SPECIFICATIONS: *CLIENT PERSONA * 2014 OREGON STRUCTURAL SPECIALTY CODE REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS. * 115 MPH WIND SPEED, EXP.C ALL DESIGNS, DETAILING FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2014 OREGON STRUCTURAL SPECIALTY CODE GENERAL NOTES: ACI 1. SEE MANUFACTURERS DRAWINGS FOR AISC ADDITIONAL DETAIL AND DIMENSIONS. AMERICAN WELDING SOCIETY 2. SIGN CABINET AND CONNECTION BY LOCAL BUILDING CODES&ORDINANCES PERSONA. CONCRETE: 2500 PSI @ 28 DAYS STD. STEEL PIPE SECTION:ASTM A53 GRADE B(Fy=35 KSI) STEEL PIPE SECTION(> 20"0):ASTM A252 GRADE 3(Fy=42 KSI MIN.) HSS ROUND SECTION:ASTM A500 GRADE B(Fy=42 KSI) HSS SQUARE/RECTANGULAR SECTION:ASTM A500 GRADE B(Fy=46 KSI) ANCHOR BOLTS:ASTM F1554 GRADE 36 U.N.O. (ALTERNATES GRADE 55&105) CONNECTION BOLTS:ASTM A325 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES&PLATES ASTM A36 REINFORCING:GRADE 60 ASTM A615 PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER EMBEDDED STEEL. THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS& METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT THE ENGINEER'S APPROVAL. WELDING ELECTRODES: E70XX ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF ASSUMED HORIZONTAL(PASSIVE PRESSURE)ASSUMED AT 100 PSF/FT OF DEPTH. ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT ADVERSELY AFFECTED A 1/2"MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS SHALL BE PERMITTED TO BE DESIGNED USING TWO TIMES THE TABULATED CODE VALUES. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH. - FILL COMPACTED TO 98%OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR)UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES,THE ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING. ADEQUATELY BRACE POLE(S)UNTIL CONCRETE HAS SET UP FOR 14 DAYS. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS. ,�vU'CTUR 5 q4 APV .0 PRO /i/ggq a /j3.PE ' p �+ PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. 1 f� 1 t( Vi/. NICHOLAS DEAL, P.E., S.E. 12388 SW SCHOLLS FERRY ROAD, TIGARD, OR 97223 HASV FCM 1 90030.1 44 06/1 3/1 9 '( ' 6113/ DWG. i ;( OREGON DRAWING TITLE: REV.# DATE DRAWN BY 299 N.WEISGARBER RD. PHONE 865.584.0999 Sip Oi\'\ SUITE#:KNOXVILLE, 37919 SIGN-ENGINEER.COM McDonald's # 1502 NOTES ���CHOLASe EXPIRES: 12/31/19