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SGN2012-00118 CITY OF TIGARD SIGN PERMIT IN ■ Permit #: SGN2012 -00118 COMMUNITY DEVELOPMENT Date Issued: 07/24/2012 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2421 Parcel: 2S 101 DA00105 Jurisdiction: Tigard Name of Business: Extended Stay America Business Address: 13009 SW 68TH PKWY C Applicant/Agent: Brown, Terry Work Description: New permanent wall sign, 6' -1" x 14' -2", 86.1 square feet; aluminum /plexiglass; with internal illumination. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 6-1" x 14' -2" Total Sign Area: 86.1 Wall Area: 4284 Wall Face (Direction): Northeast Sign Height: 33 ft. Projection From Wall: 9.3 in. Illumination: Internal Materials: alum /plex 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. Approved By: UCA'16 a Permittee Signature: f �Q�t RECEIVED . . il 7 City of Tigar JUL 2 4 2012 CITY OF TIGARD Sign Permit Application PLANNING /ENGINEERING TI GARD GENERAL INFORMATION Name o£Develop`ment /Project FOR STAFF USE ONLY Site E e. i� z rAy Address/ Street Address j Permit No.: `> vAl / 2• - 001 Location I $OoS S.W , �$ ' ?Kw Suite /Bldg. # City /Stat \ Zip Approved By:_ t l R- i� 012 , l 1 ZZ3 Date: 7 -. - j Z.. Name Receipt #: 10 7 i G Property Map /TL #: ,2 5 le, ( 0 A EX,ltG Owner Mailing Address Suite Zoning f i U E Allowable Total Area: 51 r/- 2 l'/5f City /State Zip Phone Tenant or Name Electrical Permit Required? 4, Yes ❑ No Business Building Permit Required? ❑ Yes rxi No Name Rev. 7/1/11 c \curpin \ masters \land use applications \sign permit app.doc Sign R Sin AS • Contractor Mailing Address v .// Suite R1boSE 71h Ave City /State Zip Phone REQUIRED SUBMITTAL ELEMENTS p { o r 172.) 6 503-.7771055 (Note: applications will not be accepted Oregon Const. Cont. Board License # Exp. Date without the required submittal elements) 63 Li Li. I-12-13 2' Completed Application Form Proposed * Permanent ❑ Freestanding ❑ Freeway Er2 copies of site /plot plan, drawn to scale Sign ❑ Temporary ❑ Roof ❑ Electronic (3 opies, if a building permit is required) (Check all that apply) ® ❑ Other size requirement: 8 x 11 ", or 11" x 17" 2r2 opies of elevations, drawn to scale ® New sign? ❑ Alter to existing sign? (3" opies, if a building permit is required) Sign Dimensions: size requirement: 8t /x" x 11 ", to 24" x 36" Gage u 1y'2" Total Sign Area (sq. ft.): Q ` $ Fee (Permanent sign, any size) O • Sign Data Total Wall Area (sq. ft.) = 2 . El $52.00 Fee (Temporary sign, any type) yzey (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N S E W I G N W S E S W Height to top of sign (feet): g • Wall signs do not need to be drawn to scale, but Projection From Wall inches): C$ 31g �� must include dimensions of wall face and sign placement. Au-► 1 ? I,T,X ? t 11aA m, • Wall signs do not require site /plot plans. Will sign have illumination? ® Yes ❑ No • Freestanding signs over 6 ft. required a building Type: ® Internal ❑ External permit. Are there any existing freestanding or wall signs at this location, including wall signs that overlap a tenant space? ❑ Yes ❑ No If "yes ", a list or diagram of all sign dimensions and square (OVER FOR SIGNATURES) footage must also be submitted. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 I www.tigard - or.gov I Page 1 of 2 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. 7/2 5 2� � Z_ Applica ignature Da Signature of Owner /Agent Date Ekizq Wint4v 603. ' Contact Persn Name Phone No. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 639 -4171 www.tigard - or.gov I Page 2 of 2 III CITY OF TIGARD RECEIPT ■ • 1 3125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIC; ARD Receipt Number: 187663 - 07/24/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2012 -00118 Sign Permit 100 - 0000 -43115 $149.00 SGN2012 -00118 Sign Permit - LRP 100 - 0000 -43117 $22.00 Total: $171.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 3235 GPAGENSTECHE 07/24/2012 $171.00 Payor: Signs Ramsay Total Payments: $171.00 Balance Due: $0.00 Page 1 of 1 PHOTO EDITS 1 093457.JPG T - gyp r.,-,,. �i 8 �_ -iil' a Homestead i ! • Homest I '- k Studio Suites _ ; j �,,j r , ' 4 . , H O T L " e e ' tas _.. IN Iili I ION . L ' 1 1 , ` -_ , • 7 l • . l • 1� , j; :9%4144.1(. ,r.1),J : ...:, .. ,..,... i,„,, .._. _ • ,i2„. _.„ , *ti ,... . 1 567657.JPG \k" J t - . a� r v r .. it'' . :. . ii i•,.. N I 40 ,; ,. ...• • t. ' . . .,:e i6P. / •do STAY ' %q tr.' ` 4 . = I • A MERICA < i wt. ;; adlr `i i11� SIN ' 1' ! 1 1' ii II Ills Ili 1 II ,' 44.'11111 ,� ,. ' i �. I =1111211111111111111‘ .N, . 1 I ESH09692 Portland - Tigard - 13009 SW 68th Parkway Tigard, OR 97223 :4111iSite Group inTouch real time project tracking RECEIVED 6 ' - /// x 1' / -Z'/ i3O✓ - • l4 x37" JU a: , 2012 I • Cr r? " GARD SATELLITE DISH AREA L Wad S.W. IRVING ST. (VACATED) 6_ N I ''.. 1 INEERING SCALE.' 7 "=30' _ - • - - II - - - . • n n r s w , �'•�_ � �. iRN/30RYFA MEA .-- .-- .- .-- ...��• - -. - -. - . - -•- 11-- .� • W _ t 'f e We ,t a I3 ;: 71 . • '- - r' =- "' } 'a; .T •�- ❑ ...FE arae� eem *..,iw� 4�sG . arms sl9ee mum ease miens �`: c \ � S1ti:3:4.�4b8 ° " 1 4 . 1: . ,, ` ....1..„ . I 9 Q i 123(/' I 1 I i'" TYPICAL PAVEMENT SECTION p ,t,.,„ •� a'. , i Ilt t ` + ` ` ii w n i i \ t1 s. " ( fl M - 2.6. OF ASPHALT CONCRETE \ �� �� " •; o El '^ T lr p -1-I d �f .,.� - �- , k • w 1 r-^- �I • I z ! I l !! , " +tip kl 3 ►od� - s 213.20' I 0w • 7" OF ACREGATE BASE \ • \ •,_,:', .O � m9R MIN um e• slam Como. 114 !_J •:C��" © Ly *. \ 7 G W :2 P PR /���%\ /....k./�1��� - COMPACTED S UBGRADE \ ,. ; �� \ \ bRa Jt 7 ' � Ptiiiiic ` SEE GEOIECHNICAL REPORT FOR GRADATION REQUIREMENTS \ % ' \O �•D . - , ., 0' 1 i ! r . . \ . 1 5.30' - #3.5' " 16, 7 66 SITE CONSTRUCTION NOTES . ,. •.:a�4,,k, j J f /�� 0 CONSTRUCT STANDARD CURB. SEE SHEET C13 FOR DETAIL \ _ � : \ . �� �� ,,� 1 .v ; , • CONSTSRUCT T HANDICAP R DET RAMLP . PER CITY OF TIGARD STANDARDS. � i t 2 O HEE C1J FONS \ C13 15. 4 7 CONSPAN FOOTING \ •� '1 . .i.7� /• 's I �EW ty cp., p 3 TYPICAL HANDICAP PARKING SPACE. SEE DETAIL P A S SHEET. \ 4 e. _ ©w I A e ` 4 r Cf I '. p ::h""Eilli EE5 2/37 /% ' 1I I • E3 SEE LANDSCAPE PLANS FOR SIDEWALK LAYOUT. \ /,,. 4 ` �•.. . C _ SY . r �AwW7 RPY09 '�' g ID CONSTRUCT TRASH ENCLOSURE WITH CONCRETE PAD. SEE ARCHETECTURAL \ % y7 17. + t. 0 • ` ? E :,. b - I '� +" �'--_ 40" 11 I I. PLANS FOR DET AILi ` 4 f1 n- ; g 6 g - C< ET • © SEE LANDSCAPE PLANS FOR STRIPING AT PEDESTRIAN CROSSWALKS. © \9A A N • c• '^ 1 � 7L, t. � "- �+-�� A 1 3AwdlT • El CONSTRUCT STANDARD COMMERCIAL DRIVEWAY PER CITY OF PGARD \ � - . � \ :•,A i s ' © I STANDARDS. SEE DETAR ON SHEET C,1. ""4��.••.. \ _ }� CONSTR 7 MADE NCRETE SIDEWALK ENCLOSED IN CONCRETE CURB `` ` \ \ r •' L 0 FOR E1I NCY ACCES \ ' � y . J ' • \ ` ' �' © - _ EXISTING SIDEWALK ALK • I >- / . • k I PROPOSED CONCRETE PAVEMENT 71.24 ) \ '1 . `, Q ��,L} \ 1 ■ r"4 : • .c > 3 I '� W j �< • PROPOSE-13 A.G. PAVEMENT _ ' \ •,., " \ 1 �� S � r I ` lQJ EXIST6;'G A.C. PAVEMENT I, ...:',� C• ' ' I \ �� / \ \ \ Mel 93� '.1 Q `l EXISTING CONCRETE CURB PROPOSED STANDARD CURB • r T..3., T ._ PROPOSED EXTRUDED CURB \ \� ' ,--\ ` 4 ,1 I CON 0.-1 * •.0 'Si ` I ! : \ PROPOSED CRETE SIDEWALK r • • TYPICAL PARKING STALL DIMENSIONS ' 2,.....\\.-, ,1 " t. 16' 9 C \ \ \ \ * 214/. 1 ` A ?p • • 1 (TYP) \ A.D. �Q.�l \ \ \ �" � • 9 \ \ \ \ \ I ../* / 2 0.G / Y \ L KEYSTDNE w / 2' 1909 ' Q 1 1 . 1 I "/•LL CURVE INFORMATION TABLE \ \\.\\,\ Q I 1 • E OAR ROOM LENGTH TANO®if 043140 67100 DELTA , \ , ^ n -:.\ • CI 2500 32176' 24.49' 34.99' N43'00'31' 86.49'44• Y \ .. C2 25.00' 39.27' 25.00' 33.36' 503'24'21 90•00'00' '� PERMIT C3 25.00 41.78' 27.65' 37.09' 544 95'45'46' ` \ C C4 25.00 37.27' 23.07 33.9,' N4553'25'91 6574'26' `\ CO 7300 39.21 25. 00' 35.36' N43'35'39'W 90'00'00 . ' 06 00 25.34' 12.78' 25.24' N62 18'09'03' „ - 07 55.00 36.78' 19.11' 36.10' 672'53'09 - W 3819•06' ,\ \ 1 \, y C7 60. 08 100.00 16.16' 9.11' 18.14' 958'55'48'W 10•2426' ' 9502 • C9 35.00' 23.41' 12.18' 22.97' 167253'09 * W 3819 \ �. . C10 49.00' 24.78' \ 24.52' 573'27'58N 28'38'38' 4\ 0A1E I 12/30/343 C11 25.00' 49.99' 38.92' 42.07' 52417'20'W 114'34'22' 'Y\....\ Ct2 67.00' 109.81' 71.51' 97.79' 50919 93'43'52' Y \ \ / 1 � _ C13 27.28' 14.16' 7.24' 14,00' 5191703'0 29•43'40' 000 C14 - 87.10' 65.15' 015 45.10' 5.80' 34.18' 6 .64' 5/506'56 - E 4251'20' `\ \ QED ®1 r a 2.90' 0.80 902'3739 " E 0 7 '22 ' 09 ' - a •'�9 69.10' 4.73" 2.86' 4.72' N0421 0354'56' Y\ • \ • 9 27.10' 17.15 8.36' 16.64' 511'4133$$'0 3612'J7' ; SHEET �• - 018 25.00' 44.91' 31.39' 39.11' 584'49'30'E 10255'46' ` �� p1Md s 019 $.SQ 1.71 0.92' 1,73' 972'41'33'0 b27'26' • Y } C20 4 42 22.44' 40.81' 963',8'54'0 4912'45' \ \; '," CST ■ • - GARD SHEET NI A1BE111 C21 10 00' 100.82' 54.83' 96.39' 871'5738:E 56'3 .\ ` \ ' • p rov d . .._ ..................... . dos E. Woods, Inc. 023 aoQ 76.95' 41 83 ' 73.66' 871 E 56.31' • CO Y diti0 . I Approved ... •' ++s a�" �•�1•= C2 C2 24 43.73' 21.63' 43.10' $84'45'52"E 0958'11 5' \ • • wr I 4 27 46.85' 23.4816,97' ' 46.79' N484'24r'W 0952'05• ; • \ ": "'�' nW s C25 25.0 3 J1rr� -� C26 49.00 . X 15.67' 30.22' N,33"59 53•E 74'22'09 29.85' 814`3258'0 3528'19' 4 \ . '� For • ly t '� ork as describ `•• •I. �. vac, 6. \ - _ T s�iiA1 /�Zi '!�'1'� T .. D11RAvYRiG .s__ • Be: Letfrar to: Follow._...• w •,= ::..�,. ' _w.. - 4 - • • Attach ... - ._ [ ] ,. Job A ess: By Date: 1=- =-� L y. - "1.1.48414 G .= • 110,, ___ - * -- •: .• • . r A) * * fq) . ( ) P ) 4 ® " 0 ".i ) CV . .3, ' 4 ' A- 1 _, T T o • , • .,_ , , ___1.......i . . AIRIAIALT WM/ , MX. MTV, 1 / NOW I ' • n I 1 AI •••••••••• - f I i '' I "'grqqN-TiciiMi 1 I . • -• -, . • 0 Agallhh‘s , •■ • • . _ :Z. s is • r A P METAL GAITER . . . • • KU/ 41.f171Ot - .D ra:- Ii DOO - RNAMTS f4C.047 FLOOR ! jag I.ra - in illtall WW eir . a. = ,:.-, ....----. 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EtivArxxo • I 1 1 I iz •_ grchl- Doc-ft ,..e EICASSAGIr ' d i" POIRILAVP CBE.- .... BUILDING C SOUTH ELEVATION . i Jae O. Illisods,16.. 6 re`Mouuto Patila 6/71IMMONTIPRO 43. Itif 6:.-.E..-E.0 4, . , , PLASTER IITS1/114-- . i <D, son roan.. 1•01,...1.1...07. .....„.. A2.03 SCALE. imir 1A/7r -- 2.o4 ' el RECORD DRAWING • I ' 6 ,_ I , , X I c Ste% \Ai IN LA- • 5iSt•■3 % S ta " 21' NJ( it , )( 2..014 2, 04 736 • I 4 2.2)4 ° ZLDs v the. A TOTAL FIND* DESCRIPTION QUANTITY I SIGN COMP #2025 - SINGLE FACE BODY ALUMINUM FILLER CABINET AIR 2 SIGN COMP #2085 - ALUMINUM TENTION FRAME RETAINER AIR 3 SIGN COMP #2095 - ALUMINUM TENTION FRAME COVER AIR 14' -2" — 9 3/8" 4 SIGN COMP #5312 - ALUMINUM CORNER ANGLE 4 © © 5 SIGN COMP #5305 - ALUMINUM RETAINER CORNER ANGLE 4 m 6 SIGN COMP #5210 - ALUMINUM RETAINER CORNER KEY 4 7 SIGN COMP #5360 - FACE RETENTION CLIP @ 5 ON CENTERS AIR 8 SIGN COMP #5350 - ALUMINUM FRAME BRACE 10 9 SIGN COMP # 2175 - ALUMINUM FRAME SUPPORT TUBE AIR 0 10 .090' THK. ALUMINUM BACK 1 9 11 1' X 1' X 1 /16' THK. @ 4• LONG ALUMINUM LIGHT SHIELD 4 n 12 2' X Y X 3/15 THK. ALUMINUM MOUNTING ANGLE 4 / n �, , 13 Y X Y X 3116' THK. ANGLE (FOR LIFTING EYEBOLTS) 2 1 \\ 14 3/B' DIA. X 36 LONG PROP ROD W/ 1 3l4' HOOK 2 0 00 15 PROP ROD BASE - YXYX3I16 @4'LONG 2 ft 41110 I_ _i 16 .090' THK. BRAKEFORMED ALUMINUM PROP ROD CUP 2 17 MATTHEWS #MP73299 BROWN PAINT KIT, SEMI -GLOSS 1 18 .050" ALUMINUM RACEWAY W/ END CAPS AIR EL VOLTARC TRILIGHT MAX (MM- 86H -72) F72T&DU885MO/RDC 14 S — Y 19 FLUORESCENT T8 LAMP g*dAi A 20 UNIVERSAL (ESB848 -46) 6 LAMP 120V ELECTRONIC BALLAST 3 illIVI I W/ MOUNTING HARDWARE C A 1 1 D _ 21 KULKA (583.GDF) SPRING LOADED LAMP SOCKET 14 22 KULKA (582.GDF) SNAP -IN LAMP SOCKET 14 0 0 23 1 /2" DIA LIQUID TIGHT CONDUIT CONNECTOR AIR 24 1f2' DIA. LIQUID TIGHT FLEXIBLE CONDUIT AIR _ 25 20 AMP TOGGLE DISCONNECT SWITCH W/ JUNCTION BOX 1 ' ll 26 yr DIA. X Y LONG SHOULDERED LIFTING EYEBOLT W/ NUT 2 27 or STAINLESS STEEL RIVET NR 28 SIGN COMP #5170 - RETAINER HINGE SCREW @ 18" ON CENTERS A/R 29 SIGN COMP #5780 •RETAINER CLOSURE SCREW @ 76' ON CENTERS AIR 30 SIGN COMP #5195 - COVER SCREW @ 24' ON CENTERS AIR 31 SIGN COMP #5220 - FRAME BRACE SCREW 10 32 #8 SHEET METAL SCREW A/R 33 3/8' DIA. MOUNTING FASTENER (SEE FASTENER SCHEDULE) 12 34 NEOPRENE GASKET AIR 35 ARLON CAST FLEX 10 FLEXIBLE FACE SUBSTATE AIR FRONT ELEVATION (WITH FACE) SIDE ELEVATION 36 ARLON SERIES 2500#3924SL BROWN TRANSLUCENT VINYL AIR 37 ARLON SERIES 2500 #2202 GREEN TRANSLUCENT VINYL AIR 38 ARLON SERIES 2500 #39255L LIGHT GREEN TRANSLUCENT VINYL AR SPECIFICATIONS: ELECTRICAL: 39 MATTHEWS #MP73299 BROWN PAINT. SEMI -GLOSS AIR GENERAL NOTES: FRAMING: 1. LAMPS: (14) VOLTARC TRILIGHT MAX F72T8, GRAPHICS: APHICS: 1. ANGLE FRAME JOINTS TO BE WELDED ALL AROUND DAYLIGHT HIGH OUTPUT. 1. DO NOT USE GRAPHICS S ON THIS UNLESS OTHERWISE NOTED. 2. BALLASTS: (3) UNIVERSAL 6 LAMP 120V DRAWING ECE RETAINER: ELECTRONIC BALLAST. ON 24" CENTERS. 0 ELECTRO CTRONIC PRODUCTION ART REFERENCE REFER TO WORK FILES. 1. SIGN COMP TENTIONING SYSTEM, TO BE INSTALLED 3. MANUFACTURER TO PROVIDE ELECTRICAL PIGTAIL (ALL AROUND PERIMETER) ®i 2. TO ENSUR U E THHAA T A LL L CCOLORS ARE GROU COLOR ART WORK AND TENSIONED PER MANUFACTURERS EQUAL TO THE OVERALL HEIGHT OF SIGN PLUS 10' -0 ". co IMMEDIATELY ENSURE CONTACT THE INSITE GROUP P IF COLOR ALL SPECIFICATIONS AND RECOMMENDATIONS. COLOR SCHEME: MF FACE & VINYL: 1. FACE RETAINER: O ART WORK AND PRODUCT DRAWING HAVE ANY DISCREPANCIES OR HAVE NOT BEEN PROVIDED. 1. ARLON CAST FLEX 10 FLEX FACE MATERIAL, TO BE MATTHEWS #MP73299 BROWN PAINT. 3. ALL VINYL APPLIED 1ST SURFACE. � INSTALLED AND SIZED PER MANUFACTURERS 2. CABINET FILLER: � \ SHIPPING: SPECIFICATIONS AND RECOMMENDATIONS. MATTHEWS #MP73299 BROWN PAINT. . �� II , ' 1. MOUNTING HARDWARE MUST BE PACKAGED 2. ALL VINYL IS TO BE APPLIED FIRST SURFACE AND TO 3. PAINT INTERIOR OF CABINET WITH STARBRITE WHITE. � � � {y AND SHIPPED IN SIGN CRATE. EXTEND TO EDGE OF FACES. 4. ALL PAINTS TO HAVE SEMI -GLOSS FINISH. 0 — _ WELDING: 5. ALL PAINTS TO HAVE A VOC. RATING OF 2.8 OR LESS AS 11 0 1. ALL EXPOSED WELDS TO BE GROUND SMOOTH OTHER: REQUIRED BY CODE. oN 18" CENTERS. (TOP ONLY) 1. WHERE DISSIMILAR METALS ARE IN CONTACT THEY ON CABINET. MUST BE COATED OR A BARRIER MUST BE PLACED BETWEEN THEM TO PREVENT GALVANIC REACTION. SIGN TYPE 2. SHIP (2) 1/2" DIA. ALUMINUM BOLTS TO REPLACE EYE BOLTS AFTER CABINET HAS BEEN INSTALLED. DETAIL (C7 RETAINER & FILLER CORNER ESH -W86 NOTE: SHT. BY: Project Number: CLIENT: extended DESCRIPTION: 8 6 SQ. FT. All designs and plans indicated on this drawing are the sole T}..IE 7675 Oak Ridge Highway STAY 86 property of The InSite Group, created specifically for the noted 1 JRB ESH0000 WALL SIGN project. Use of these designs or plans for any purpose other • • I n S'te ro U p Knoxville, Tennessee 37931 than the intended application shall be prohibited without the OF DATE: Drawing Number: VOICB: 865.342.8200 AMERICA 110 MPH IBC 2006 written consent of The InSite Group. Disclosure of any of the information enclosed within, without consent of owner, is o 6 12/4/11 B353058 Fax: 865.539.6311 violation of intellectual property and shall not be tolerated.