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HomeMy WebLinkAbout10181036_2703 N. BRISTOL - Plan (2)Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.ora ELECTRICAL SIGN REQUIREMENTS Code references are to the 2010 California Electrical Code (CEC) All signs require Planning Department approval. All electrical signs'require electric plancheck and permit. 1. Manufacturer's instructions are required at the time of submittal. C-11:i 3-21-2011 2. Submit detailed installation instructions including diagrams to the Building Department for plan review at the time of submittal. Plans must include appropriate items noted by this bulletin. 3. Cash or surety; bond in the amount of $200.00 is required at tjme of issuance for each address. The cash or surety bond will be refunded after all required finals. A building permit is also required - except for open or highlight neon lighting. Installation Requirements: CONTACT FIELD INSPECTOR PRIOR TO SIGN INSTALLATION. (SEE SECTION G OF THIS BULLETIN) 1. Conductors and equipment shall comply with California Electric Code Article 600. 2. All metal parts of a sign shall be bonded in the manner specified in Article 250. Isolated metal parts are permitted to be bonded by using an external green insulated conductor. Equipment grounding & bonding conductors must be sized by 110.26 and protected from physical damage. Minimum size is 14 AWG. CEC 600.7 3. A listed disconnect switch in the power supply primary, shall be installed within sight of sign or have permanently installed means for locking in an "OFF" position. This is also true for a transformer enclosure. CEC 600.6 4. A listed receptacle or an approved termination device shall be used for each neon electrode. To relieve stress at terminations, tubing shall be supported with listed tube supports in an approved manner within six inches of electrode connection. CEC 600.41 & 600.42 5. Every electric sign of any type shall be listed by an approved testing laboratory and shall be installed in conformance with this listing. That includes "1 of x", "2 of x" labeling for each separate unit of a multi-unit sign. CEC 600.3 6. All "can" letters and transformers housings shall have section labels that are readjly visible after installation. CEC 600.4 7. Transformers shall be located where accessible and be securely fastened in place. Page 1 of 2 O 0 m » mil When not inside the sign, they need a 3 foot high x 3 foot wide x 3 foot deep workspace. Transformers are permitted to be located in attics or canopies provided there is a passageway at least 3 feet high x 2 feet wide with a minimum 12 inch catwalk/walkway from the point of entry. Transformers must be securely fastened and independent of T- bar when above a suspended ceiling. No part of sign mav be fed with flexible cord when located above T-bar ceilings. CEC 600.21(E&F) & 400.8 8. Adequate illumination shall be provided for all working spaces about electrical equipment. This applies to attics and canopies when entry is required to service or inspect the equipment. At least one switch is required at entrance. CEC 110.34 & 600.2;1 9. Doorway to an attic or canopy space shall be minimum 3 feet by 2 feet Wide. CEC 600.21(E) E. Open neon outline or highlight lighting. 1. To be treated as a sign by this department. However, Section D-5 & D-6 of this bulletin will not apply. 2. Neon tubing shall be located where not normally exposed to physical damage. Open neon tubing below 9 feet shall be protected from physical damage by an approved shielding method. CEC 600.30 and 110.34(E) F. Light-Emitting Diode (LED) Signs 1. Will be treated as a sign by this department. All sign rules in sections A, B, C, D, F, and G will apply as appropriate. 2. LED illumination for signage must be a listed or recognized component. Many LED manufacturers specify particular brands and models of transformers some do not. Manufacturer information to clarify this issue is required on LED sign plans. 3. Unlisted LEDs may not be used in an electrical sign or as permanently installed illumination. 110.3 4. Please have packaging or catalog cut-sheets on hand for inspector to review when LED modules do not bear listing symbols. G. Inspections 1. Contact an Electrical Inspector one (1) workday (minimum) in advance of installation to arrange a site meeting on day of installation. 2. Call for inspection Monday through Friday, 8:00- 8:30 a.m. at (714) 647-5821. Approved prints and the job card must be on site for inspection. Page 2 of 2 S 1 /0 /27)©So 901 66 6 3 CP :41Gil46, Floral Park Promenade *:C• ':/25/) ...........14....in» .....'Ill i, · Ikwltillnift-7, 104&11 11 116·STANDARD li „r+ittll=-UJ=*E-3,/rlROUND pIPE - 1! 11 1---TE-6-WaUL1-IF--.4W JUM#1-4$.#1111-£13 ,.- 7'-0 G'-81/2" 4' LEE eec,ECT: FLORAL PARK PROMENADE Il PROJECT LOCATION: 2703-2735;N. BRISTOL STREET1225'MEMORY SANTAANA, CA 92704 ans riNG Slcke & tmick RATE SIDE B PR wEll:CONSULTANT J. SILVA DESIGNER: W. JENNINGS t-JUr -- 7, -1 -,- 112,-1 in 115-[UIL1_b -drT#=wriX'L -r SIGN DE SCRIP NON AND D EiA,lt REFURBISH EXISTING MONUMENT Floral Park Promenade CONCRETE FOOTING - 41 '71_11*-1*11;%1 ' IldA NEW ALUMINUM RETAINERS - PAINTED TO MATCH 4- 2'-6" --* / EXISTING MONUMENT COLOR DIAMETER 14 5/8" 'r- NEW WHITE ACRYLIC FACES 1 FOOTING DETAIL (TYPICAL) SCALE: 3f8 = 1'-0 SIGN #1,2 7'-0"/'NEW ALUMINUM DIVIDER BAR 4'22" 14:518" -PAIN rED l'(1 MATCH / EXISTING MONUMENT COLOR F - -- -- -123 /C.US IOME R APPROVAL:2 1 r.11.11 ; 2 li-11 Ill 211:;1 1.7 1 L -1:..:, 1 k1 - - -- - - - - - LANDLORD APPROVAL 1 (61·48"COOL.WHITE H O. LAMPS'- ·', 114 5/23" . 000„CT COORD-OR APPROVAt: POWER BRITE BALLAST EBP.1268-12[V Energy Verifiec1225 MEMORY \' ELECTRICAL FEED 120¥ \li(1):20AMP CIRCUIT TITLE 21 COMPLIANT 9" EXISTING STONE & BRICK BASE 1 :2*fr--0-1-0--_i--t- f_---iV Y hcANTECTURAL• SIGNS+ p I I.-I-.'.li.Ul Il,n,Ill ./1/·,6,•lhu....6 REFURBISH EXISTING D/F ILLUMINATED MONUMENT 295*CifEE B62&*»uip*SCALE: 3/4 = 1-V ELECTRICAL DETAIL SIGN#2 ·SIGN#1.2 SCALE: 3,5- ='1·-0 SlDEA 4' 'NqRTH -/ 112 .- th W.•MEMORYLLANE 4·, INLANDS», 1*. Floral Park Promenade www.Inlandsigns.com 10783 DEU CT • *ANCHO CUAMO! IGA. CA TEL: 909.581.0699 FAX: 909.581 0689 FLORALPARKPROMENADE 2711 BRISTOL 2703-2735 N. BRISTOL STREET SANTAANA. CA 92704 INC,...A Ret¢K ,!A PROJECT CONSULTANT SIDE B J. SILVA 7'-0" 6'-8 1/2 / I DESIGNER W. JENNINGS AERIAL PHOTO / SITE PLAN £ DRAWING /. 0697-FLORALPARK-021914RJ PAGE 1 OF 2 NOT TO SCALE -4.1/k0.+-51GN DESCRIPTION AND DEWL REFURBISH EXISTING MONUMENT Floral Park Promenade - PAINTED TO MATCH NEW ALUMINUM RETAINERS / EXISTING MONUMENT COLOR lk„*, tl 11 1 7-0 NEWALUMINUM DIVIDER BAR SMOKE SHOP 4'-2" 145/8 -PAINTED TO MATCH 1/ EXISTING MONUMENT COLOR CUSTOMER APPROVAI1__.c| Nails & Hair EXPQ 9 NEW WHITEACRYLIC FACES IMLORD APPROVAL 3 TUrER .E W.:7 145/8" 'PROJECTCOORDINATORAPPROVAL 2711 BRISTOL 9. -4 4 EXISTING STONE & BRICK BASE 11[LE 24 COMPLIANT 'ARCHI.ECTUIAL·SIGNS EXISTING MONUMENT SIGN - SOUTH ELEVATION NOT TO SCALE REFURBISH EXISTING D/F ILLUMINATED MONUMENT SCALE: 3/4"- 1 -0 SIGN #1 SIDE A 27.95 SQ. FT.WADLE#NISCRe/WI %•a,gl, M #Im NO,980/RCCUCCOPCOPILUCOMm·out,I AUTNOWIANON O; tt,LAND MS;,1 'C. AN¥ -- Ulf U 154$ AMMe U UCr to COPMIGU! W¥4 ./ . *. ACriON •min 7./.M i Energy #-c I Verifiec "9.0, 1 4. 0 MKENGINEERING 15606 BREWER FONTANA CA PH#. 909 452 8784 PROJECT : FL[JiRAL PARKS PROMENADE : 2703-2Vi35 N SANTA ANA CA 92704 DATE: 04/02/2014 CLIENT : INLAND· SIGNS u 4 2014.BRISTOL STRE Of,p JOB # 205-40 ve GENERAL NOTES FOR POLES AND FOOTING ARCHrifECTUX 7' , 1. CONCRETE fc=2500 PSI MIN. SPECIAL. INSPW¢*IEPTED FO1 1 NOT REQD. 2. HEADED ANCHOR BOLTS ( IF PRESENT) ASTM F1554- 3. SOIL PASSIVE PRESSURE BASED ON 2!013 GS#PARATE PERWIIii TABLE 1806.2 CLASS 5. SPECIAL INSRECZA ·NOA REQD.i·;654 8 6-*Ul',AL, PLUMBE 4. REINFORCING STEEL ASTM A615 GRADE ¥&&; S@t otpkns and speD 5. PROVIDE 3" MIN. CLR. CONCRETE COVER E#Nti@?@L and it is Unt 6. STEEL EMBEDDED IN CONCRETE FOOTING:erations on same Withi S 6. CALCULATIONS OF SIGN AREA BASED ONitiwaRNfrlta Ana. CASE LOAD TO 1 OF 2 POLES W 1 6,-3, 7.SITE IS NOT SUBJECTED TO WIND SPEED, l.JW acceptance of this pieCL · E EFFECT (Kztsl.O) AS DEFINED IN SECTIO'HAid7'6.5.7.2 OF ASCE 7-10. CONTACT ENGIKEER !*permit nor bea 0/1) i - --1,|8101: of ANY City OrdRECORD IF SUCH EFFECTS ARE PRESEMA. 11 8. PIPE STEEL ASTM A53 GRADE B ; 9. SIGN CABINETRY SHALL BE FABRICATEDA*p&d[.4 -1 -11 1 DBS LICENSED FABRICATOR'S SHOP. 10. PROVIDE SLOPE AWAY FROM BASE OF POLES. ciTY O 11 \ 9 1l.92-2EL.====-\21 I IEL :: · 1 f I.1 7 \ 25 5/,SV . ..1 l. . ,1- + (4)-1/2'0 N.C. BOLT.._/' WITH NUT AND WASHER.1 +P·1 1. '1 1 .5/lot> N lr)arx rANGLE 4'-6" 1.xlrX 3/16»MIN. ALUM, SQUARE TUBE -Lo: ---- ---n - EXESING 6' ST. PIPE ISOLAnON TYP. - TYPICAL SADDLE DETAIL 4Nj LU 2'-6" CONC. FOOTING SIGN ELEVATION SCALE: 1/2'-1'-0"F STEEL TUBE PER DETAIL A m·4'' 7.. --N¥ld 33 FOOTING DETAIL .: PKOFESS/ 30 /g JCIVIL *Namas %%22*7 RIO Job 1:,loral Par.ks Job #205 -40 Date 04/02/14 ASCE 7 -05 WIND LOADS 6.5.14 F=qh*G*Cf*As*w (w=1.3 IBC 1605.3) I- 1 6.5.10 qh=0.00256*Kh*Kzt*Kd*VArl El 1 B 7 Kzt= 1 s 7 Kh= (table 6-3)0;85 h 7.!Kd=0.85 Area 49.75 V= 100 6.5.8 G=0.85 Exposure C Elem. h Kh qh G s/h B/s Cf P F 1 7 0.85 18.5 0.85 1.00 1.00 1.47 28 1393 El.#Area(sqf)F (lb) Arm (ft) M (ft-k)Effective height (at flagpole footing calc.) 1 4975 1393 3.5 4.88 3.5 ft Mu (factored moment at base )Mu=1.6 ( Mw) Z=Moment x12/(0.9*46) Steel Member ASTM A53 Grade B Fy = 35 ksi Post Select St. 6" Pipe M(k-ft)MUCk-ft)Z reg t(in)Pipe Z 4.88 7.80 2.97 0.24 4" St.11.3 i,1 PROJECT Fioral Parks PAGE: CLIENT · Inland Signs ' ,DESIGN BY: GP JOB NO.205-40 DATE : ·4/2/2014 REVIEW BY: MK Flagpole Footing Design Based on Chapter 18 of IBC & CBC INPUT DATA & DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL ? (1=YES,0=NO)0 :no Pl t 5 4 LATERAL FORCE @ TOP OF POLE P= . 14 - k HEIGHT OF POLE ABOVE GRADE H= ' 4 ft DIAMETER OF POLE FOOTING B = : 2.5 ft H LATERAL SOIL BEARING CAPACITY S = . 0.2 ksf /Sft ISOLATED POLE FACTOR (IBC 1804 3.1 or Wac note 3 on Tab,18*49 F = . 2 FIRST TRIAL DEPTH ===D=; .3 · ft Use 2.5 tt dia x 4.42 ft deep footing unrestrained @ ground level D 4 ./ ANALYSIS LATERAL BEARING @ BOTTOM : s = FS Min(-0 . 12') LATERAL BEARING @ D/3 :S, -FE MINI -4 ,: 12'1 . 2.34,P BS' 211 + REQUIRD DEPTH:D=. 2L 4 4.36H A , FOR NONCONSTRAINED EQ. 18-1 EQ. 18-2 4.25PH1-8,7 ,FOR CONSTRAINED NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P =>1.40 k 140 k HEIGHT OF POLE:ABOVEGRADE H =>40 ft 4:0 ft DIAMETEROF POLE FOOTING B =>2.50 2.50 ft LATERAL SOIL BEARING CAPACITY FS =>0.40 ksf / ft 0.40 ksf / ft 1,ST TRIAL TRY D, =>3.00 ft 3.00 ft LAT SOIL BEARING @ 1/3 D Sl =>0.40 ksf 0.40 ksf LAT SOIL BEARING @ 1.0 D 4 *1.20 ksf 1.20 Ksf CONSTANT 2.340(BSi) A =>3.28 - REQE) FOOTING DEPTH RQRD D =>5.76 ft 2.82 ft 2ND TRIAL:TRY D2=>4.38 ft 2.91 ft LAT SOIL BEARING @ 1/3 D S, =>0.58 ksf 0.39 ksf LAT SOIL BEARING @ 1.0 D Sh =>1.75 ksf 1.16 ksf CONSTANT 2.34P/(BS1)A =>2.24 REQD FOOTING DEPTH RQRD D =>4.45 ft 2.86 ft 3RD TRIAL :TRY D3=>4.41 ft 2.88 ft LAT SOIL BEARING @ 1/3 D Sl ,0.59 ksf 0.38 ksf LATSOIL BEARING @ 1.0 D 63 =1.76 ksf 1.15 ksf CONSTANT 2.34P/(BS1)A =>2.23 - - REQD FOOTING DEPTH RQRD D =>4.42 ft 2.87 ft 4TH TRIAL:TRY D4=>4.42 ft 2.88 R LAT SOIL BEARING @ la D Sl =>0.59 ksf 0.38 ksf LAT SOIL BEARING @ 1.0 D 4 ,1.77 ksf 1.15 ksf CONSTANT 2.34P/(BS,)A =>2.22 - REQD FOOTING DEPTH RQRD D =>4.42 ft 2.88 ft 5TH TRIAL :TRY D5=>4.42 ft 2.88 ft LAT SOIL BEARING @ 1/3 D Sl .)0.59 ksf 0.38 ksf LAT SOIL BEARING @ 1.0 D 3 =1.77 ksf 1.15 ksf CONSTANT 2.34P/(BS1)A =i>2.22 - REQD FOOTING DEPTH RQRD D =>4.42 ft 2.88 R ARCHITECTURAL STRUCTURAL 1 ACCEPTED FOR CONSTRUCTION i SEPARATE PERMNS ARE RIEQUURED FOR 1 ELE©Fall©All, PLUMNING & MECHANFCAL PLANS F ' This oet of plans and specifications must be kept on the job, 1al all times and it is unlawful to male any changes cr | alteramons on same without written permission from the i City of Santa Ana. fhe acceptance of this plan and specifications SHALL NO-1 be held to permit nor be an approval of the violation of am provisions of ANY City Ordinance or State Law. Aclpted Byi'£ .82,253:20=z--- £-1 Date Issued PERMIT TYPE:BLDG LECT PLBG MEN, r,RADINGPERMIT# | OCC. GROUP'ZIE | CONSTR.TYPE__841*r==----- CODE EDITION 1 n n | FLOOD ZONE_________t-- FLOOD ZONE CERTE REQ'D YES NO MICRO-FM_YES NORADIANT BARI:%!ER @ROOF YES NORESIDENTIAL DEV, FEE YES Ni..=£1 :.'lli./1/ . t.: -I.....*.Ir w.*..»........U..A.4Ul.all/..t-, .u.2--.PaSCHOrd. rfe»'o l 1 Ri*V AC <AWTA AMR ,2 'NORTH- Z Moral Park Promenade A DEDIWA Ir I .t'JJ'UNED PLANNING DIVISION MASTER I. D._ZoiR--_il SE*S C C..' -11- ,C( 'ANNER -_kl »teq-l-N_-_ 4N33-ERRED 4 _______ DATE INLANDS*,2 9 DIRECT SIGN MANUFACTURING & INSTALLATION LlC#779255 www.inlandsigns.com 10783 BELL CT • RANCHO CUAMONGA. CA TEL: 909.581.0699 FAX: 909.581.0689 U. STRUCTURAL R ONSTRUCTION 'LANNING ' . SPEC- 2 P •'; PROJECT: ; C 04 -- E-: :' 4-" ri, C L., NONE X FLORAL PARK PROMENADE NAME (714) -PROJECTLOCATION: 2711 BRISTOL SIDE B 6:../4 ' I.- 4 AERIAL PHOTO /SITE PLAN A R RE REQURED FOR f J - -' -- '-''Z ']SIONS.Y k MECHANICAL PLAN:RETAIN 1 198 must be kept on the jot SUB,15 '.·,ND CONDITIONS m to make any changes o.GELO·.. r. 'ritten permission from the C.· (22 , -D·NOR.-1ODIFICATIONS7'-0" r.- 'SH EXISTING8 : 1 Specilications 81.IALL NOT6'-81/9i , (oval 01 the v:uit:.,on 01 any L. . 8 or State Law. EIGN 'Zoiul -& 1 I I ATA ANA 2703-2735 N. BRISTOLSTREET SANTAANA, CA 92704 PROJECT CONSULTANT: J. SI LVA DESIGNER: W. JENNINGS DRAWING #: 0697-FLORALPARK-021914R2 PAGE 1 OF 2 NOT TO SCALE SIGN DESCRIPTION AND DETAIL: REFURBISH EXISTING MONUMENT iii FloralfParle:Pfomenace - PAINTED TO MATCH 12.-- NEWALUMINUM RETAINERS ,I k JJ EXISTING MONUMENT COLORA * O M 104 T 4, . " 145/8"HFloral Park Promenade _. 1 * - -cn 0 - 0 9... -I - ./ ,7'_0" NEWALUMINUM DIVIDER BARISMOKE SHOP 4%2" 145/8" /EXISTING MONUMENT COLOR - PAINTED TO MATCH ... I .9.--- lillill.- CUSTOMER APPROVAL: 2-,st=luvm a Mair ]LATu. Ip...- + z - NEWWHITEACRYLIC FACES LANDLORD APPROVAL: Ill= 14 5/8" PROJECTCOORDINATOR APPROVAL ¥:nerg2711 BRISTOL verifi€ A 2., 1 :11 1. 1 ,-1 :ViliA, 4- - , tifIT'5Zl t =-U 1 //.1 & 78 1/ - / 1 --a· I F.414 f riD IE TIT, c o,i 7/ 1 ARCHITECTURAL, SIGNS .COM EXISTING MONUMENT SIGN - SOUTH ELEVATION NOT TO SCALE SIGN #1 REFURBISH EXISTING D/F ILLUMINATED MONUMENT SCALE: 3/4" = 1'-0" SIGN #1 SIDE A 27.95 SQ. FT.9115 DESIGN IS CREATED BY INLAND SIGNS. INC. AND IS NOTIOBEREPRODUCEDORCONSTRUCTED,THOUITHE AUIHORtZATION OF INLAND SIGNS, 1NC. ANY UNAUTHORIZED USE OF DIS ARTWORK IS SUBJECT TO COPYRIGHT LAWS AND TO LEGAL ACTION.990161011 030/1 8. 3%101108 30 1143 Aldd VS 9 2 2 9 i .=ag/STZ)Z_%421# 7 2,2 9 111 9% 9 2 0 01401 0.4 m 3 & =3- Wm 432.0 gm /0/2 / 0 39 20/53 3710 olimi Z 82 S #32 & *9 12,221 /252 73 23 >00 -0 3 = 19-0 M 83. 3 4[ 2 0 3,0 0 8%.2 » 09--- £&30 g T- O:2 9002 1= i O 00 0 RE•423: 0 7 M en w C < a Noe 02#1 m € x = 6 9 d a8 -' lit 2 9!.6,&:m a>c R R 2 2-'F 4 95 g "2 8' ue 28. - a€ g gR 3 2 3. €60.0m -m3O 0 (D O -O 083%77 Ck - E me w -9 07B O W 9. U,1. 2 5 5 g 2 0%3- a (D 9 3 *< €5 9-3(D 2 0 al -903 0 &&2E ©-03 M.-3a 03 m 52.-0 * A 2 82 & Q @82 A 1- inO. CD A-> m JANCD ,2/5=0< 0 3 1 3J m C (D CD 19 I 1 -INLANDS6,24,I | | [DIRECT SIGN MANUFACTURING & INSTALLATION ·779 71 7. 'i '2" n L1C e779255Floral Park Promenade t re:rai JAER. Fro:ro.fiyti,Ele www. in:landsigns.com I [ 0783 BEUCCIe• RANCHOCOAMONWA, CA6" STANDARD I li EROUND PIPE' - 1 _1 8 TEL:"909.581.0699 i *AX: 9i09.589.0689 . ' 1225 MEMORY E.7,651)11?3·*TW,J- L ,39 0:% 6,46.F A 0 0 0. -6" 0.0.0 / 111-Ill-111-111-111-111- PROJECT: FLORAL PARK PROMENADE PROJECT LOCATION: 2703-2735 N. BRISTOLSTREET SANTAANA, CA 92704 7'-0" 6'-81/2" 4' PROJECTCONSULTANT: SIDE B J. SILVA [DESIGNER: W JENNINGS DRAWING #: 0697-FEORALPARK-02191 4R2 A - PAGE 2 oF 2 SIGNDESCRIPTION AND DETAIL: REFURBISH EXISTING MONUMENT Floral Park Promenade 1 111-111 IllCONCRETE FOOTING; -32 A 14 5/8" NEWALUMINUM RETAINERS - PAINTED TO MATCH EXISTING MONUMENT COLOR 4- 2'-6" m»· DIAMETER FOOTING DETAIL (TYPICAL) SCALE: 3/8" = 1'-0" SIGN #1,2 7-0" 4'-2" 145/8" NEWALUMINUM DIVIDER BAR PAINTED TO MATCH EXISTING MONUMENT COLOR CUSTOMER APPROVAL: t + B. LANDLORD APPROVAL: - NEW WHITE ACRYLIC FACES j14 5/8" / PROECTCOORDINATORAPPROVAL: 1225 MEMORY Energy Verified TITLE 24 COMPLIANT -1 V £208 Ii.-Eli. 3 9% 743[yE & 53%62?.i 33692 ARCHITECTURAL/SIGNS252=1 4.. OF 1,4 -0* I -Il REFURBISH EXISTING D/F ILLUMINATED MONUMENT SCALE: 3/4" = 1'-0 SIGN #2 -F 1 THIS DESIGN IS CREATED Ef INLAND SIGNS. JNC. 40 ts NOTTIBEREPROIUCE,ORCONSIRUCNEDWHHOUTTHE AUTHORIZATION OF INLAND SIGNS. INd/ANY UNAUIHOREED USE OF THIS ARTWORK IS SURJECT TO COP¥RIGHT LAWS AND TO LEGAL ACTION. SIDEA ic.. 1. i C