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PS 16-110; LEXUS; Sign Permits/Programs (PS)
' . ( City of Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING ~LIGATION# PS I 6--I /0 REC'D BY Ar;~ Gr.cok DATE /~/11.//~ SIGNFEE ~q- SIGN PROG"'"RA~M'--=Fc::-EE=---------- RECEIPT NO. __________ _ All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information: 1. North arrow and scale. 2. Location of existing buildings or structures, parking areas, and vehicular access points to the property. 3. Location of all existing and proposed signs for the property. 4. Distance to the property line(s) for all proposed freestanding sign(s). 5. Provide an elevation for all proposed sign(s) which specifies the following: A. Dimensions and area for all existing and proposed sign( s ). B. Materials the sign(s) will be constructed of. C. Source of Illumination. D. Proposed sign copy. APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. The application must be submitted prior to 4:00 p.m. Average processing time: 2 weeks Name of Project: _ _,L::::e!::xu::.::s,__ ______________________ _ Address of Project: 5434 Paseo Del Norte Assessor Parcel Number: _ _.2~1_..1--"0-"'60,:.·_..17.__ __ ~~-.....-------------~~ P~nni~ ~ Num~~S): __ ~C~P~f-~/~'~·-J~~~--------- TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) (b) Commercial (e) Service Station (h) (c) Office/Industrial (f) Prof. Care (i) Theater U) Produce Stand Gov'VChurch/School (k) Nursery Public Park (I) P-U/OS Zone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA YesD NoO Specific Plan Numbef"7 L:t,= VILLAGE REVIEW AREA (lfves. please complete information on page 3) YesB Noa SOUTH CARLSBAD COASTAL REVIEW AREA Yes No SIGN ORDINANCE: Yes □ No □ COASTALZONE: Yes(] No □ P-11 Page 1 014 Rev. 10/13 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall 1 Jr >,SD 1?~ 12" Suspended/Projecting Directional Canopy Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes f;J No O Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Pole** 1 1 110 ~ /0~ (}_/•'-I II 17' Monument** Wall Suspended/Projecting Directional Canopy Freestanding** (Project Identity) Digital Display PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction** For Sale** Banner Interim ""Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for potential sight distance and visibility issues. Additional information must supplement this application showing how the proposed signage will not encroach into the public right- of-way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs. P-11 Page 2 of 4 Rev. 10/13 SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN APPLICATIONS The following example illustrates the information that is required for all pole, monument, and freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed for potential issues by the Transportation Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. I I I ' PIL / Sipt ~ce Requirement Show building:/s I I I I I I ; Show setbacks from all curbs ~---l .. - ' I I ' I I Show all property lines I PIL : ; I :/ I curb line i --------------- • I Sipt V,sihility Street N ame(s) (i) I ' Nonh 21.41.080 Sign design standards Relationship to Streets: Signs shall be designed and located so as not to interfere with the unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any pedestrian, bicyclist or motor vehicle driver. Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight distance requirements at any public or private street intersection or driveway. EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA Total Building Square Footage: _________ sq. ft. Total Building Street Frontage: % 5 Cf linear ft. Total Signage Allowance: ,Htr 118' sq. ft. Existing Signage (sq. ft.): ~ /0,50 sq. ft. Remaining Sign Allowance at Present: ..J-7.16'" /o 1. ~ sq. ft. Proposed Signage (sq. ft.): ~ /0~ sq. ft. Remaining Sign Allowance After Proposed Sign: ~ 5. 5o sq. ft. VILLAGE REVIEW AREA Total Signable Area: _________ sq. ft. Total Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. Total Projection from Wall Face: inches P-11 Page 3 of 4 Rev. 10/13 . ' PROPERTY OWNER APPLICANT NAME {PRINT OR TYPE} NAME !PRINT OR TYPEl Stellar Properties AKC Services Inc MAILING ADDRESS MAILING ADDRESS 6030 Avenida Encinas 18650 Collier Ave Suite B CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE Carlsbad CA 92011 Lake Elsinore CA 92530 'i'St-!~11-l'-/lt I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION OF THE LEGAL OWNER AND THAT ALL THE IS TRUE AND CORRECT TO THE BEST OF ABOVE INFORMATION IS TRUE AND CORRECT MY KNOWLEDGE. TO THE BEST OF MY KNOWLEDGE. O=,c LoA SIGNATURE DATE SIGNATURE DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: ❖ In right-of-way ❖ In visibility triangle at corner 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved route copy to Data Entry _ APPROVED: Planner~/"" §? fa-------~ / Date: P-11 Page 4 of 4 Rev. 10/13 • ~II Corporate Headquarters 2655 International Parkway Virginia Beach, VA 23452 (757) 427-1900 Mailing Address PO Box 9175 Virginia Beach, 23450 (757) 427-6112 Fax TO BE COMPLETED BY LANDLORD/PROPERTY OWNER _.:,,&~~4::..,_.!_~~~-:f...!..E6ce'~~-• Landlord/Prop{rty O~er of the property located at o di Noef..L C1.15ha.sf Ck.. 920Ci i do hereby give authorization to Architectural Graphics Inc. and their agents to pull permits on my behalf and to erect a sign{s) at the above named location. I fully understand the current Construction Lien Law and authorize said contractors or authorized agents to sign and notarize permit applications as Owner/ Agent. All work done by said contractors will meet or exceed Code requirements, and meet NEC Standards. By: ~ . V...w-kn L~rd/Prcrty ~er Signature Print Name Here:/~E-b.JdtJ0 Owner/Landlord Address: Please fax this page to (866)936-1698 Attn: Ana Frain Or scan and email a copy to afrain@agisign.com Architectural Graphics Inc. 2820 Crusader Cir. Virginia Beach, VA 23453 R:,.. ... '''ED NOi/ 2 3 2016 CITY O~ t •t',l,LSBAD PLANNING DIVISION Lexus Platinum Sign Program Lexus Pre owned Dealership Total building Frontage is 59' Total allowable sign area is 118 Square feet CDP 16-38 Existing sign is 10.50 Square Feet Leaving 107.50 square in allowable sign area Proposed sign is 102 square Feet NOTE The proposed sign are is Less than the available sign area APN: 211-060-17 Legal Description: LC Portion 1.123 Acres-Lot #6 of Carlsbad Tract #72-3-Map #7 492 in the city of Carlsbad, County of San Diego -State of California -12,485 feet of building A & B Lexus Carlsbad 5434 Paseo Del Norte Carlsbad, CA 92008 Dealer Code: 60404 ~II DATE • • ..• • • -' • SitePlan ~ Scale 1/128" = 1' Df2Ltvolr,~ 12' Setback ---i ---, D 1111111 ==1 111111111111111 ~--------------------------} CDP 16-38 www.responsepermitting.com Date: 3/28/2016 ; .')_I?\~-~ Project/Site: n-..., ex, 15 \.!=,'C:FIRLSBAC 5434 Paseo Del Norte Carlsbad, CA 92008 Scope: Install (2) New Pylon Sign SitePlan ~ Scale 1/32" = 1' .. ______ ~ ------ ·------------------------------------------'-........... -------Paseo De1 A, 'VOrfe ------------.................... , --',, ................. ---, ,_ ·--.... ---0 ............................. '·, ', :~~~rW=~---~2' 1 12' ~etback to / Landscaping · v~ · .1_ -----.J ,· s d ewa I k ·· I ·. ,..,, ____ ><'., I ,.,,,. I ------...: . .. I I ,.,., ...... ......... ~~ .. C, / c_ I ",r<:-~,·i,-, · .... :--, prevr?US 256' ,,,,__,.,,,.-/ ,Q : (~-·· loca_hon _ __ / c:,[J _.,, . . ,, \_:.,·-""" P~ ~ ·\:~_;' ..... ,.., I -; -• -¥' '• . ' .. ,. , 11'~~~':.r:s.irr, .' ~~'_i·~ ,,· '~--. ·; .·-,-,.. :rte'· .j ' ". . • -,, ·• ' ,"'(: ./ < · ~-, . l .~ : ',,1;,, , ,r I ~ •• '\ \ , -~. f.•· . t,. -. -,~~_;--J ', . ·>. ~ ---· 1. : \' ·:." . ~' ;:-·_._ •. .. :--:. • ·~· . .-ili-. " · 'l '. ·.?· ' • '°' /,.', · ' . '' •~ • ' . , . . . ~ . "' , .. -" .... ,-·-~ .. , " ,.. · .. •, \ ,, ' ...... ,· .. ,_ \'•1--.., ,.'-"-"\:,1•,~.:",,i\__.;.~;, i:,~·-, . •j ·: ·_. '. ,,. ' \• ·. '"' \,, •<l•j, ·:,, .. .,. •.•• :,::~-.,,; . • \~,\\\ ·, -<-•.· '"!',-, • I >· · 0 I I , , •, : \,:.":,,i~~ ',•). •.o • , '°. ,• \. • ~ •. : ' .. ·.. . .... .... \\\\'. . . ' . , -• ,-,,_. ' ~-'i,,o;; • •••·~;A ., I , ~i6_ \ e -<'~'\ • ,l -. ~ • tr::~'-', ·: .. _ ·,.\, ,,.-·. . . ~ .· • • ~· .. ,1,•~-r.1 t ·-~-~_-···, •,"'-#·~-. lit.)'-)\'--· :~i '\,·~-:.. .· -~-.,: •, ,[. • : ... ,., • . . ·» . ',.. • ... -,. ! • .,._ .......... .......................... (E-1 o) ~----r----r--,·<:;::.''~~--:-~-----, \. / I ·.. '-.., ~ __ . Pr0pos d / \._ · ··-... -----, ..... , N~w Pylon I 1-r-<,,,_ ---~~----.. , Srgn • I I I r I -, • ---- CDP 16-38 www.responsepermitting.com Date: 8/23/2016 ' ' i . Contractor: Project/Site: rT\1 F)(I ts ~ ,-_,, SEIFIID 5434 Paseo Del Norte Carlsbad, CA 92008 Scope: Remove (2) Pylons signs and Install (2) New Pylon Sign Lexus Carlsbad Pre-Owned Lexus 5434 Paseo Del Norte Carlsbad, CA 92008 CDP 16-38 Inventory Recommendation Detail E10 CDP 16-38 r::::::::::J z 0 Lexus Carlsbad 5434 Paseo Del Norte Carlsbad, CA 92008 Dealer Code: 60404 • •. 1',; .• ~--·-· '· . --~ l i_"' PRE-OWNED VEHICLES - .. 1,.·· 4' f 1 t.:-, .~'.- .... j \ .~--. ~ (ZJ ,.,,,.. :~ C j_ ,. ,,... -· ert,f,i?d 1 ·!t•/\ Pre-Owned ,a, • Comments -~:;-; ,...,· iJ)I l!i!fflm I s'-8" OAH Above Grade EXISTING TO BE REMOVED Cl 18'-10" "'0 Pre-Owned Pvlon 17 HINGED ACM SIDE PANEL I .__ ___ ___. 2 SIDE VIEW CPO-16·17.1 31i,• = 1° • o· b !:: b ~ b b ii- b ii- b ii- b ii- ~ <I "' D § f 6' ·6 3/16" &ASE COVElt 1 --·;:,; __ ~---- ~ ---=-= f PLAN VIEW CP0-16-17.1 31&"= 1· • o• 6'·0" (l:J 1 I I LOGO 15 THERMOFORMED .11&" CLEAR MUSTANG 1 ~CRYLIC WI E!W SURFACE NTYEP 50UANT CHll:QME f!LM ..J -~"-.. ,, --........ ' . I FMRICATED 4MM ALPOLIC T5L &LACK' 4 ACM CA5INET >' 3 Certified Pre-owned• ---.._ ___ COPY 15 ROUTED AND 5ACKED WI TRANSLUCENT WHITE ACRYLIC #732& , FA5RICATED ALUM. 5ASE COVER fAllf1El1.. _. MAP TO MA:rgj PM5 f4M 'GRE't' FRONT ELEVATION CPO-16-17.1 31&" = 1· • o· CDP 16-38 ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box9175 v;rg;nia Beadl, VA 23450 (757)427-1900 Project Tit!• LEXUS ,-02.18.14 AOI EoR M. SMITH Lead Dnltt.,. NJC Drawn 8Y JLM/DLR Project Mgr. B. ADAMS -Sign Speclflcatlona Dlntotrio< ■-· 0 Single Faced ■ Double Faced □--------□ Non-Illuminated ■ Illuminated ~-___ Amp9(+/·) ~-:-:-------- Wlndloed 00 MPH IBC '09 ~ N e .. z j! .. g ~ ~ "§! 8i ... j!: hi J .. ~ I) §; .... 1 • iii I & g g • a: .. r ., ~ if l i ,. :1 ,!; ,!; ni.._.__ ......... .....-,tr.,~ . ,..,.......,.._,.,......,~ ~---.. lfi9Me ......... tlM-_.......,........_ ... IUINnltlN ........ _........,...........,, ... ...-eW,.,,_. ... ... ~.,_.....,WI.___ ...., ............ ~-,_ ... oe,,IMI.,..,,...__.__.._.,.-'-_ ... _......,........ . ..,._., .. ..,.,.,_ --,c1w ... ,...,...1w ...... _......,.._ .............. ~ .......... ... ~ ........ ~ Code 1'tPe 13365 C Slgnl'rl>e POI: CP0-16-17 1 1' -8" f f ~I ~ I Q ;... ( 2 ') SIDE VIEW {LEFT SIDE) .., CP0-16-17.1, 0 ';i- +- =r ~ <O ' <'I l =r ,t- QI _. ' N ';i- '"-<- L~ 0 ' ';i- >ok- 0 ';i- f 6' -6 3/16" BASE COVER -~,;::.:._. -----.... -- ------.!~-,,. __. - PLAN VIEW 3/8" = 1' -0" 1· 5' -11 15/16" 3 ERONT ELEVATION CP0-16-17.1 3/8" = 1' -0" PERMIT DRAWING f f LOGO IS THERMOFORMED .150" CLEAR I-----PLA5TIC WI FIRST SURFACE CHROME FINISH I~ FABRICATED 4MM ALPOLIC 'TBL BLACK' ACM CABINET I COPY IS ROUTED AND BACKED W/ TRANSLUCENT WHITE ACRYLIC #7328 FABRICATED ALUM. BASE COVER ~ ----MAP TO MATCH PMS #430 'GREY' ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach. VA 23450 (757)427-1900 Project Title LEXUS Sign Type CP0-16-17 -PERMIT Drawing Type ELEVATION Date 0 1.19.14 AGI EoR M. SMITH Lead Drafter NJ C Drawn By JLM Project Mgr. B. ADAMS General Sign Specifications D Interior ■ EJ<terlor D Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 Volts __ 6_Amps(+/-) ■ 277 Volts _2_.6_Amps(+/·) □ ----___ Amps(+/-1 ■ U/L Listed O Non U/L Listed Location Wlndload 90 MPH IBC '09 Area --Sq. Ft. Weight __ Lbs. Drawing Revisions Drawn By I Date A A. A Change Thh document Is the Nie property f1f Ard,ltectural Graphics, Inc., and all du'9n. manufacturln,g, ~. "" and "'-r1thts N9M'dint th• ume .,. •~ fo~ H ts submitted under • conftd.ntllil ~■tton.t,ip, for • apt,clal purpoee. and tN recipient,. by ac:uptlnf 1:hfs docutMnt HSUffiff custody and ..,.... that this docc,rnMl wiU not M copied or NPl"OCh,1c•d In Whole Of I" ~. nor ttl contents ,..ealed In an, mannet' or to any penon except tor the purpou few wh~ It WH tendenld, nor any ..,..:lal futures PKUllar to this ct.sign M lncot'porated In other pn,;.cts. Approved By ________ _ Date Approved ________ _ Code Type 13365 C Job Number Sheet Number CP0-16-17-PERMIT.1 ~II Archit~ctural 1' -411 Graphics --; PERMIT DRAWING Incorporated 2" .. 1' -011 2" 2655 International Parl<way . " P.O. Box 9175 1 , Virginia Beach, VA 23450 5 3/4" • 4 1/2" • 5 3/4" (757)427-1900 1 1 Project Title N, ~ 0 II I C+ LEXUS ~ 11/4".e THRU HOLES 7' X 7' X 3/16" STEEL TUBE WELDED D ' Sign Type ,to o TO BASE PLATE CPO-16-17-PERMIT ' !.--3/4" STEEL BASE PLATE ;.. ;.. Drawing Type [_t C 5" X 41/2" X 1/2" STEEL GUSSET PLATES STRUCTURAL ELEVATION ·---0 -~ Date 01.19.14 AGI EoR M. SMITH E CP0-:6-17.2~ BASE PLATE DETAIL ~ Lead Drafter NJC 1" = 11 -011 Drawn By JLM -I Project Mgr. B. ADAMS --~ ~ ~~ General Sign Specifications ~ D Interior ■ Exterior co ~ 6" X 3" X 3/16" STEEL TUBE WELDED 0 Single Faced ■ Double Faced ;.. TO STEEL TUBE CROSS MEMBER D ~~ -" D Non-Illuminated ~ ~ ■ Illuminated -6" X 3" X 3/16" STEEL TUBE CROSS MEMBERS ■ 120Volts __ 6_Amps(+/-) WELDED TO STEEL TUBES ■ 277Volts _2_.6_Amps(+/-) ' D ___ Amps(+/-) ' ■ U/L Listed 0 Non U/L Listed Location Wlndload 90 MPH IBC '09 : Area __ Sq. Ft. Weight __ Lbs. : ~ Drawing Revisions Drawn By Date Change co -· -----,? ~ ' . '--co 6" X 3" X 3/16" STEEL TUBES WELDED • ' I . TO STEEL CROSS TUBES AND TORQUE TUBE 10 , I ' ~ • EASE BOTTOM EDGES TO PULL ELECTRICAL ' ' ' ' 6" X 6" X 3/16" STEEL TORQUE TUBE ' ' I WELDED TO TOP OF PLATE in ~ ~ ........ f--6" X 4" X 1/2" STEEL PLATE GUSSETS WELDED TO A ~F= ~. ~ TUBE &PLATE .A. I<-A ' ' ~ I Thi• document Is the tole ~ Of Archlt.ctural . Gr•phlcs, Inc., and •II d••lvn. manufacturlr19, N reproduction, ..,.. and ale rights Nprdin, the same 14" X 14" X 3/4" STEEL PLATE WELDED TO TOP .,.. •.JtPNtUt, ~ tt I• submitted IWldeor a '--conftdentllll ~Ip, for a apedal purpoee. and OF STEEL TUBE UPRIGHT the rec~ by accepttng this document assumn cus1ody and .....-that tttls doc!MMflt wtU not M ~ I<-copied or NjN'OCfuced In whoJe or in part. no, Its ~ ..,._ ~ cont.,,ts ~ In any m.,...r or to any ~ ~ I -'-•xc,.pt for the J>Ul'1»0M for wttk:h n was tendef"9d, nor 3" X 3" X 3/16" STEEL TUBE CROSS MEMBERS any sp41eLIII ,...,.,.... pecuUar to thl• duign N in ~ lncotpomH in othffp~ t<') ; WELDED TO OUTER TUBES AND UPRIGHT ~ Approved By ~ ..... 7' X 7' X 3/16" STEEL TUBE UPRIGHT Date Approved 1/2" STEEL GUSSET PLATES . -· -V Code Type /1 ~ ';.... I f 3/4" STEEL BASE PLATE WELDED 13365 C ... TO BOTTOM OF STEEL TUBE UPRIGHT t<') Job Number I 1 ' SIDE SECTION I 2 ' STRUCTURAL ELEVATION \ CP0-16-17.2} 3/8" = 1' -0" \ CP0-16-17.2} 3/8" = 1' • O" Sheet Number CP0-16-17-PERMIT.2 ,. 0 ' ~ iD ' iD ~ L j ~ r I r- T L ~ STEEL >ASE PlATE ! ~ ~ ~ --------HIGH STRENGTH, NON-SHRINK GROUT .t<> ~~ 4 LEVELING NUT 1---<i'---- --~---- <I) 1 1 1 1 n 1 1 , .. 8 x 36" LONG GALVANIZED THREADED ROD --~---- <!) --~---- 0 --..l._--~---- H I I 60TTOM NUT -DEFORM THREADS TO PREVENT SLIPPING ----r1 I I I I I CONDUIT TO OWNER PROVIDED POWER SUPPY -i=I 1◄ 3' -0"8 2500 PSI CONCRETE FOUNDATION -.--11-1------#4 GR60 REINFORCED HORIZONTAL RE6AR TIES I-.J I (8) #6 GR60 REINFORCED VERTICAL RE6AR SUPPORTS ON A 30" 8 PAffiRN FOUNDATION DETAIL CAISSON 1/4" = 1° -o· PERMIT DRAWING MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE· 2500 PSI (1.7 CU6ICYARDS) REINFORCING -GRADE 60 WI 3" MIN. COVER CAISSON FOUNDATION ~ 11 Archit!!ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign lype CPO-16-17-PERMIT Drawing lype FOUNDATION DETAIL Date 01.19.14 AGI EoR M. SMITH Lead Drafter NJC Drawn By JLM Project Mgr. B. ADAMS General Sign Specifications 0 Interior ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 Volts __ 6_Amps(+/-) ■ 277 Volts _2_.6_Amps(+/-) □ ----Amps(+/·) ■ U/L Listed O Non U/L Listed Location _________ _ Wlndload 90 MPH IBC '09 Area --Sq. Ft. Weight Drawing Revisions Drawn By I Date I /J\ It• I~ 1/6\ l/4l,, l /,l\ _-6 A A Change Lbs. Thi• document Is ttt. sole ~ of An:hitectural Graphic•, Inc., ■nd ■II d•slgn, manuf■cturtr,g, ~. UM and .... righbrqanfi"9 the Ame .,.. •:q:wH■ly for1)1dden. ft I■ SUbmftted undw ■ confldentiat relationship, tor ■ -,,.cfa1 purpoM, and tM rec..,_nt, by ace.piing thb doc"-"""'t usumu custody end qrN■ that this document witl not M coplff o, reprodu«d In whole or In Part. nor lb cont..-rts ,.....,led In any manner or to any ~ He.pt for the purpose few whldl It was t•ndeNd, nor any ..,.clal fHtlirft ~•-to this deNgln be lncorporatff In other prolecb. Approved By ________ _ Date Approved ________ _ Code lype 13365 C Job Number Sheet Number CP0-1 6-17-PERMIT.3 0 ' t: ii) ' ii) r l r- ~ I LJ 7 ~ STEEL &A5"LATE ~ . ~ -------HIGH STRENGTH, NON-SHRINK GROUT ~ 4 · LEVELING NUT PERMIT DRAWING MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE -2500 PSI (1.7 CU61C YARDS) REINFORCING -GRADE 60 WI 3" MIN. COVER CAISSON FOUNDATION W---l------1".€!' X 36" LONG GALVANIZED STEEL THREADED ROD BOTTOM NUT H---+-------· DEFORM THREADS TO PREVENT SLIPPING IAlf--------1------CONDUIT TO OWNER PROVIDED POWER SUPPY ___ __, ~-----3' -O"ii' 2500 PSI CONCRETE FOUNDATION 1 FOUNDATION DETAIL CAISSON CP0-16·17.3 1/4" = 1' • O" ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Trtle LEXUS Sign Type CP0-16-17 -PERMIT Drawing Type FOUNDATION DETAIL Date 01.19.14 AGI EoR M. SMITH Lead Drafter NJ C Drawn By JLM Project Mgr. 8. ADAMS General Sign Specifications 0 Interior ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120Volts __ 6_Amps(+/-) ■ 277 Volts _2_.6_Amps(+/·) D ____ Ampst+1-1 ■ U/L Lls1ed Location 0 Non U/L Listed Wlndload 90 MPH IBC '09 Area __ Sq. Ft. Weight __ Lbs. Drawing Revisions Drawn By I Date Change lljl I& If. I/, l..i I'll A. A A Thi• docWMnt Is the ~• propeft)I of Atchtteictural Graphlca. Inc., •nd all desl,n, manuf■C'turtng, Nf)roduc.tion, UN and u i. ri9hh repfdlft9 the u~ _. Hpt'NSly ~ tt Is tubmitted und« • confldent:11111 relatlonahlp, for ■ apeclal purpo-, and the recipient, by accepting this document H.IWl'lff custody and ..,... that thia ~wnent will not be copied or reproduced WI wnote or In part. nor fts content& ~ In any fflllnntor Of' to _., ~ •xc41Pt tor ttM purpGM for wttJch tt was tender9d, new any speclM fNturn IM(:Ullar-to this design a,. incorporated in othff pn)jtcts.. Approved By ________ _ Date Approved ________ _ Code Type 13365 C Job Number Sheet Number CP0-16-17-PERMIT.3 c t: l 7 - 1.-StEEL S,RUCTURE l - ~-------SrEEL 6ASE PLAtE MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE -2500 PSI (2.6 CU61C YARDS) REINFORCING -GRADE 60 WI 3" MIN. COVER VERTICAL SLAB FOUNDATION j ~ ,4 --------HIGH S,RENGrH, NON-SHRINK GROUT ,. ~ ti LEVELING NU, t<) io ------j 11 I I t I 11 1"l,X36"LONGGALVANIZEDStEEL rHREADED ROD ------j-1 I I I I I I !• I I I BOTTOM NU, -DEFORM rHREAD5 tO PR.EVEN, SLIPPING ---u: I I I I 11 cONDurr ro OWNER PROVIDED POWER suPPY at--;---1---1---1--,:◄•i-. ___ #6 GR60 REINFORCED VERTICAL REBAR SUPPOR,S@ 12" O.C. I• 2500 PSI CONCREtE FOUNDAtlON ,.,_.__ I I I I I\ I I◄ ~------------>,;,='------#6 GR60 REINFORCED HORIZONtAL RE6AR tlES@ 12" 0.C. 51 ~ 311 J FOUNDATION DETAIL VERTICAL SLAB 3/6" = 1' -O" PERMIT DRAWING !: ~ L 11_ J l 2· -6" l A A FOUNDATION DETAIL SIDE VIEW 3/6" = 1' • O" ~II Archit~ctural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign Type CPO-16-I7 -PERMIT Drawing Type FOUNDATION DETAIL Date 01.19.14 AGI EoR M. SMITH Lead Drafter NJC Drawn By JLM Project Mgr. B. ADAMS General Sign Specifications 0 Interior ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 Volts __ 6_Amps(+/-) ■ 277 Volts __ z_.6_Amps(+/·) D ____ Amps(+/·) ■ U/L Listed D Non U/L Listed Location __________ _ Windload 90 MPH !BC ·og Area __ Sq. Ft. Welght __ Lbs. Drawing Revisions Drawn By I Date Change ~ &_ I.Cl A A A rx Thb docwn.nt 11 ~ 90le pt"OtMrty of An:hltectural G,.phlcs, Inc., and all design, manutacturtng, ,-production, UH and .... rights reganli"9 the ..,,_ .,. .x.p .... tfy ~ It ,. aubmitted under • conffdenual Nfatlonahlp, fOf' • spe,c;W purpoM, and the reclpJMrt, by accepting this document assumes cuatoct)t and ..,.... that this docurMf'lt wiU not M copied « Npf'Ddueff in whole « In part, nor Its cont~ ,._..eel In sny manner or lo a1JJ ~ Hc•pt fw the purpose 1or which It wss tendeNd, nor any special featurff p,KUllar to this design M incofl)otated in othef' protects. Approved By ________ _ Date Approved ________ _ Code Type 13365 C Job Number Sheet Number CP0-16-17 -PERMIT. 4 ~ I C) ' ~ l >· I---1 14----STEEL STRUCTURE ,---------STEEL 6A5E PLATE ~ j ('I lk:if HIGH STRENGTH, NON-SHRINK GROUT C ~ ; LEVELING NUT I◄ I 1"£1 X :36" LONG GALVANIZED STEEL THREADED ROD MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE· 2500 PSI (2.6 CU61C YARDS) REINFORCING · GRADE 60 WI :3" MIN. COVER VERTICAL SLAB FOUNDATION ◄ BOTTOM NUT O I -DEFORM THREADS TO PREVENT SLIPPING 0) in ----+-~1--------------1----CONDUIT TO OWNER PROVIDED POWER SUPPY i.-2500 PSI CONCRETE FOUNDATION ......__ 5' -9" FOUNDATION DETAIL VERTICAL SLAB :3/f>" = 1' • O" PERMIT DRAWING L ~ II-' IL- 21 -611 FOUNDATION DETAIL SIDE VIEW :3/f>" = 1' -O" ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign Type CP0-16-17 -PERMIT Drawing Type FOUNDATION DETAIL Date 01.19.14 AGI EoR M. SMITH Lead Drafter NJC Drawn By JLM Project Mgr. 8 . ADAMS General Sign Specifications O Interior ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 Volts __ 6_Amps{+/·l ■ 277 Volts _2_.6_Amps(+/·) □ ----Amps{+/·) ■ U/L Llsted Location 0 Non U/L Listed Wlndload 90 MPH IBC '09 Area __ Sq. Ft. Welght __ Lbs. Drawing Revisions Drawn By I Date I,, I /~ I/ ,, .41. A A Change This ctocum.nt Is tM --property of An::Ntecturaf Graphics, Inc., and all design, manufacturing. reproduction, UN and sate ft9hts rapnfing the Ul'M .,.. .. p,.sety forbkklen. tt 1, subrnfttM \ffllCMt" a conflchntlal MIIUonshlp, for • ~ purpGN, and the reel~ by accepting thf'I clocum9nt assume• custody and ..,_.. u-..t this docum.nt will not be copied or Npntduced In whofe or in part. nor Its cont.nta revealR In any m.,_..-cw to ..,, penon except for the purpoM for wttldt H was tendeNd, r'IOf" any apeclal fN1:YrU peculla, to thl• de•Jvn be meo~eo in othff proiectt.. Approved By ________ _ Date Approved ________ _ Code Type 13365 C Job Number Sheet Number CP0-16-17-PERMIT.4 n b ' "" b ~---, I ""I · HINGED ACM SIDE PANEL I I b I I ' b ~ is:, ' ~ I I !::: Sl HINGED ACM SIDE PANEL I . b ' "" I ~ Cl) b ' "" b ... 51DEVIEW 3/t!>" = 1' • O" f [\ e v ' f ~ L<l 3 CP0-16-17.1 6' • 6 3/16" &ASECCWER ' . ~~!!a----===----1 --.-,,,--I PLAN VIEW 3/&" = 1·. o· 6' -o• 1 ,__ __ __. LOGO 15 THERMOFORMED .11&" CLEAR MUSTANG 1 ACRYLIC WI FIRST SURFACE APPLIED SQUANT CHROME FILM '-----------...J I FAEIRICATED 4MM ALPOLIC 'Tell EILACK' 4 ACM CAEIINET COPY 15 ROUTED AND EIACKED ----WI TRANSLUCENT WHITE ACRYLIC #7328 , FAEIRICATED ALUM. MSE COVERfAltlnQ. .,. MAP TO MAltH PM5 fi30 'GREY' ERQNT ELEVATION 3/&" = 1°. o· ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Vwglnia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AOI EoR M. SMITH I.Nd Drafter NJC Drawn ay JLM/DLR Proiect Mgr. B. ADAMS OeMral Sign SpeclflcatloM 0 lnterlol' ■ ext.rtor 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ IDuminated ~ Volta ___ Ampe(+/·J Location ---------Wlndload 90 MPH IBC '09 , s N 0 I- 0 e IL 0 I-z 0 ~ 0 ~% g i ~ ! I !Ii --• Cl • .... C ts -I i ... J 8c ... f .. i l i :I I! / / .. 0 0 ~ n. .................. ....,...,.,ANIIIINlwal _....__ .. __ ....................... ,......,....... .. __ .................. It ................ . ......... ,.......... ..... .,...,.,.... ... .. ,,........~~ .. ~-~ ........ ----~--MC--......... ~ ........ -"'part.,.., ... ................... _. ... -,.,.... ___ ,.,. .. ,..,....-................... .... 9" .............................. ... __ .. __ Code Type 13365 C Sign Type POI : CP0-16-17 1 ~II Archttectural Graphics Incorporated 2655 International Patkway P.O. Box9175 Virginia Beach, VA 23450 (757)427-1900 • ~-2' • 5 1/4" ,·. ror cwss TU&E 11 Project Title LEXUS ~ 4' • 4 1/4" ~- CWSSTU&ES Daw 02.18.14 1· -10 518" • r • 1· -10 5/8" OF ElECOOCAI. ~ CROSS TUDES l l CltOSS TU&ES AGI EoR M. SMITH THltUHOLES Lead~ NJC ·~--. -7 _-r._-. . @ Drawn ay JLM/DLR = ~1 :;..-Project Mgr. B. ADAMS --,,_ I ~ \ 6" X 3" X 3/16" STEEL TU&E WELDED General Sign ~ ,n :.; TO STEEL TU&E CROSS MEM&ER □Interior ■Exterior ' ;.. 0 Single Faced ■ Double Faced 4:) .._ ~JI --□ ' -·-~ ' ;i. II') ~ 0 Non-Illuminated I J._, 8" 9 6" X 3" X 3/16" STEEL TU&E CROSS MEM&ERS ■ IHumlnated . WELDED TO STEEL TU&ES ~ Volts ___ Amps(+/·) ;.. '---=1 -·~ --------. '--Location 1"8 THRU HOLES TO Wlndloacl 90 MPH IBC '09 •·-~--0 ACCOMMODATE ELECTRICAL WIRES : 6" X 3" X 3116" STEEL TU&ES WELDED b I . TO STEEL CROSS TU&ES AND TORQUE TU&E ' : "' ~ • EASE &OTTOM EDGES TO PULL ELECTRICAL "' ;i. b : ~ ~ ,t ' II') 1i: ;i. ,n I!) in ~"' ' f lll -::, ~g II') ... ~ -... (I) ... • ~ ~ 3" X 3" X 3/16" X 8" LONG STEEL ANGLE I::::) ' iS ·--iii a ;... i2 SUPPORTS WELDED TO STEEL TU&E & -.. . ls i!: ,n ::, s •-.-~--0 0 ' ... :,: io I!) .. -;; ' e 0 6" X 6" X 3116" STEEL TORQUE TU&E I I WELDED TO TOP OF PLATE ~ ;i. "' II. ~ e I ,__ I\ II') I!) ·-I z ~. ' z < ... 0 1' • 3" 0 -.. . . ' 3 ~ 3/4" STEEL PLATE WELDED TO TOP .J 1 1 ' OF STEEL TU&E UPRIGHT 0 I lll~: -·-~-'-llC :z: cc-. 3" X 3" X 3116" X 15" LONG STEEL ANGLE 8i ~ ('I SUPPORTS WELDED TO STEEL TU&E UPRIGHT .J j!: lll 9 1; -~ ;.. ~" ~ J -··-1i: !i -~ f -~ -3" X 3" X 3/16" STEEL TU&E CROSS MEM&ERS ' l ~-in ::, ~ WELDED TO OUTER TU&ES AND UPRIGHT .. 0 "' i II') • ii C: "' -. r X r X 3116" STEEL TU&E UPRIGHT .2 ! ... • • ol i 8 0 ~ -f I ~I / ~ I I Cl Cl .. --I ' 3/4" STEEL &ASE PLATE na .......... ._ .... ,,,....._.,AroNINwnl ~ _ ... __ .. __ ....,....... ........ ,....,...... ...... I' 1 \ SIDE VIEW II) I' '\ STRUCTURAL ELEVATION .. .......,.....-... ................. 2 .......... ............, __ .,....,.........,.,.. \. CP0-16-17.2./ 3/8" = 1· -o· ~ CP0-16-17.2 J ... ,...,...._..,...... .. ~ ....... 3/8" = 1· -o· CllalNra'NII ............. ~ ...... ooplN•,.,......... •.._..•"9 ,-1, nortta ...................... __. .. .,.,,.... --,1,--.,_.,...,_..,..lt .. ........,..,nor ..,.,.... ...... ~ .. tllila ....... ___ .. __ Code ~ 13365 C Sign~ PO I: CP0-16-17 2 ~ ·~t 1n £ I ~ 1' -4· 5 3/4" L 4 1{_2" • 5 3/4" 1 -------1 ~ ~ OF GUSSETS 211 II 1'-0-• i OF Tl-11'1.1 HOI.ES I • 2· 7 ~ I ~-!.-~--I 0 I• I 1114"8 THRU HOLES TO ACCOMMODATE 1"8 MOUNTING HARDWARE 0 ~ ill ~ a i!: l'; -!.-~-- ~ 0 B• I STEEL TU&E UPRIGHT WELDED TO &ASE PLATE )Ill R I 2"8 ELECTRICAL/DRAINAGE HOLE i.-3/4" STEEL &ASE PLATE 1111 0 I 112· STEEL GUSSET PLATES ( , ') BASE PLATE DETAIL ..._ CPO-16-17.3,.. 4 1/2" l '""i½ r-----112" STEEL PLATE IS) £ I l\l ~ 4• 1 ,,----112" STEEL PLATE ~-----------112" CHAMFER ~ '-----------112" CHAMFER 6ASE PLATE GUSSET DETAIL 3/6" = 1" (cPo-~-17_3) ;~.~ ,:LATE GUSSET DETAIL ,.., 1' -2· 3 3/4" • 6 112· • 3 3/4" "1 1 ~ OF GUSSETS ~ I• 3/4" STEEL PLATE ------------· ~ '\. STEEL fORQUE TU&E WELDED TO TOP OF PLATE ~---------112• STEEL PLATE GUSSETS WELDED TO TU&E & PLATE 2 TOP PLATE DETAIL CPO-16-17.3 116" = 1" ~ /------... ~ }E: fE~-=._,~ I I I i I I l I ---_/ 3/6" STEEL TOP PLATE WELDED TO INSIDE OF STEEL TU&E WI 1 112"8 THRU HOLE TO ACCOMMODATE 1 114"8 LIFTING HARDWARE 1 114"8 STEEL NUT WELDED TO UNDERSIDE OF STEEL TOP PLATE STEEL TUM UPRIGHT TOP PLATE DETAIL 1/4" = ,. ~II Architectural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Dfte 02.18.14 AQI EoR M, SMITH LNdl>ratt.r NJC Drawn ay JLM/DLR Project Mgr. B. ADAMS General Sign SpeclllcatloM 0 Interior ■ ExMrlor 0 Slngle Fae.cl ■ Double Faced □----------□ Non-lllumlnatecl ■ !Ruminated ~ Volta ___ Ampa(+/-1 Location ________ _ Wlndload 90 MPH l8C '09 p ! ... 0 ... 0 e A. e z 0 Ill ... ~i 8i ... j!: I ~I !~ u i-.... • ...... C ~~ .i i • ss i ~ f I el 0 0 ,,. ................. ,,......,~ ~ -.. ~ ..... ~ ........................ ,.....,...... __ .. ......, ........... " .................. . ......... ~.., ...... ,.....,, .... theNCilllMt,'9' .......... ~---~--..... ----~-notN oo,led or ,.,..._. M ......_ or hi ,-t. nor tw ....... ,........~.,-or .. .,,,...... ....._._ ... ,.,.... ..................... ... ...,.,_..,,..._pMUIIM'tietNII ...... N ~.,. ....... ~ Code Type 13365 C Slgnl'ype POI: CP0-16-17 3 #10 X 3/4" S.S.P.H. SHEET METAL SCREWS ---, ,• ,• TO SECURE PANEL AT TOP 3" 6'-0" 5' -5" 4MM &RAKE FORMED REMOVA&LE LED CHANNEL T1'ACKS --~ ACM SIDE PANEL _ 1'. 9" . -' I &IV.KE FOltMEI) CHANNEL FA&RICATED ALUM. CHANNEL FRAME _ ~~ -1mot-.!K--;;:;;::::J-i --:--~-.--------------------;~,------: < 1/&" &RAKE FORMED ALUM. -CHANNEL MECHANICALLY FASTENED TO STEEL CROSS TU&E b ~ b b 'it b ' 'it b 'it b 'it 11 I l ~:~I _____ __,____ : ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 4MM ROLLED ACM SIDE PANEL VH& --TAPED TO CHANNEL FRAME ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 r--------------------------'----'------------------ri I I I I I I I I I I I I I I j I I I I I J4 1/&" FA&RICATED ALUM. CHANNEL FRAME I I I t I I I I I I I I I I I l ~~~~~~:: : : I t I l I t I I ----------- ,,,/:::::::----,:, --:)z::--,,, , •: / , / , / ',,, > 4MM HINGED ACM SIDE PANEL I I ,I ;' \ 0 I I 1 1 I I I I I I I I I I I \ \ / , _________________ } ',, \, ... _____________________ ... ·<:::::-_ __ -_-_-_-_----_·.-:::·:.-7 ---+-++----.063" ALUM. LED PANEL 13/16" AGI ALUM. CHANNEL LED TRACK ~ WELDED TO ALUM. SUPPORT ANGLE --~~-!+--.+ i --_-[ ______ :(~-}~~-~-t~::~~~-::~::~T-l _____ f-[(~~~~~:::: 11 ! t JL---13/16" AGI ALUM. CHANNEL LED TRACK .. 'c:q,,.:..-'----'-L----------....J..1.......__,_--,,,.i,~ I Wt.LVt.V lV l'ILUM. ::>Uf'f"UKl l'INC:iLE ' ' I : , ·---: { ,-~;\ :-;.:;~, 'l ~ ~ q ,,~;\ ,--,:J: 4MM HINGED ACM SIDE PANEL \:::::::> \::> u ~st: :_: t: \.~;;\:JJ ~lo f ~)!J'\~~1 CC• ({1?:ff 1n c~~1dJ It I rl .063" ALUM. LED PANEL 11 1, ,, ,, ·------.--· ll. ____ }' ___ r----------' ' ' ' vt!l ! l -------• ' ' ' ' ' ' ' ' 14 i / 114 : ! fl 1 1/2" X 1 1/2" X 1/&" ALUM. SUPPORT ANGLES : _ : : _ WELDED IN &ETWEEN TOP AND &OTTOM 15AFFLE5 'ffi ---, : --- . : : ~I-' ' - * i : : ' ' J ::::::::::---------1 -------i ! ' ' ' ' 7" : ' ' ' ' ' ' ' ' ' ' : : ' ' : : t:: ____________ ----1__ n Iii 1/&" FA&RICATED ALUM. CHANNEL FRAME l~j !---'--. 11 :~d~, 4 ,ii "' ----~ ____ uL...__l!j ~ ---:-. /1\L_--=--:: --------, I CP0-1~17.4 ~2:~~;fURAL ELEVATION I L---------- .090" FA&RICATED ALUM. &ASE COVER ~ ~ ~ fl) r:: IO ~ N ·L ~ ,-~ ;:: tQ -l "I---- d;) is, r:: '7 t<) j is, ~ ~ N r:: -- f 1'. &" 1 1 I l 1-, I : .. ::.: ~ ~_.,_) ' ' ' ' ' ' ' ' ' ' t j : ' ' ' ' ' ' ' ' ' i ' I -:-i- i '\ I I I I I I I ~ I I I I I_ ___._ ~ I ' I ~ ._.. ..... ,, I I ' ' '-'1 1:-:-:.1~=-r II ti II 11 H 11 II 11 II ti II ti II 11 II 11 II 11 II 11 ti 11 "o • ' ' ::--..... t: :!..-----: : : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : : ' ' -+-, ' ' ' ' ' ' : ' r I GPo-~-11.J ~1-~~-;ECTION ~II Architectural Graphics Incorporated 2655 lntematlonal Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AGI EoR M. SMITH LNcl Drafter NJC Drawn By JLM/DLR ~ Mgr. B. ADAMS o.r-al Sign Specfflcatlona 0 Interior ■ Ellterlot 0Sin91e F-.1 ■Double Faced □---------□ Non--lllumlnatMI ■lllumlnatMI ~ Volts ___ Amps(+/•) Location ________ _ Wlndload 90 MPH IBC 'OIi Ill . s .. e 0 I IL e ! l! 0 'ii i r 'i I! c:a ,,. ............... ,,.,.,,...,~ ....... -............... ~ ~ ......... ,......,..... .. .... .. ........, .......... " .............. . ................................ ,.,..._ ... .. ~.,, ~ .. ~ ---WllloclJ ............... dea...a ........ oo,plN or,....._.. .,..,..orlft ,-t. norft9 ~ ............ .,._., .. .,,,..... ~ ....... ~tor wMdl .............. IIOf' ., ....., ----,-,wlier .......... ... ___ .. __ Code 13365 Sign~ CP0-16-17 ~ C PGt: 4 ,,,,----" ( 118" BRAKE FORMED ALUM. CHANNEL I ~II -----+,--4MM ACM TOP YHB TAPE TO ALUM. CHANNEL ✓ FRAME TO SUPPORT ALUM. CHANNEL FRAME I I I 11 t ·····-, I I 1ir 1 118· FABRICATED ALUM. CHANNEL FRAME 4MM ACM FACE PANELS SECURED TO CHANNEL _____ _ FRAME W/ YHB TAPE -I I ' .. -- ' !IL I •' ._ I : =-------"-"-"-"-"-"-"-"-"-~ I I I I I I I I I I -~----'- (cro-1~_11_5) ~~~~-UP DETAIL -----_ _.,,; I I J .063" PRE-FINISHED WHITE' ALUM. / -l[ --r- REMOVABLE LED PANELS I I Iba ' ' ' ' /.,: :::~--······-·--···----~·r -\ I I I \ / I I \ , 1 1 \ 7- u -rr U4" -20 STUDS WI l'E"ORATED PAD GWED 1/8" TRANSLUCENT WHITE 117328 IMPACT MODIFIED ACRYLIC BACKER PANEL I I TO BACK OF ACM TO MOUNT BACKER 13/16" AGI ALUM. CHANNEL TRACK TO ALLOW I II ,, FOR REMOVABLE LED PANELS I " ' ,, ' ,, I " ' ,, ' " ' ,, ' " ' ,, ' " ' " ' " ' J: : 1----"-..."~'..-_-_-_-:.-:-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ ... ~~-'~--- I I I I I I i--- ' 1 ___ _ I I ------,--, I I I I 11.. I 4MM BRAKE FORMED AND ROUTED ACM FACE PANEL 1 112" X 1 112" X 118" ALUM. ANGLE WELDED -----4----11------IW' TO ALUM. BAFFLES 1 I : ~---------7 I : 118" BRAKEFORMED ALUM. BAFFLE POP RIVET TO ACM FLANGE -----=-----11---I I_ -A~M~N~LY~~~TE~N~ J I ! I -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I \ I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·~ ,,...,.. ,___ rr,,: 3/8" X 3" PYC SPACERS 1 , .. :::::==-·v--c--··············· I : I ' 3/8" • 16 X 1 112· 5.5.H.H. 60LT5 TO SECURE I : i ALUM. BAFFLES TO STEEL ANGLES \ 1 1 ················,·•·············--··-······.-·:-· - I I I I ~ 5.5. POP RIVETS I -.-,.;ts I I I I I "" : 3/8" X 1 1/2" PVC SPACER -I I I I ---Ll. ----..L...! ---~ ... --~ I I - 6LOW-UP DETAIL 3/16"" 1" ✓-------~ -------, -- ( I ! I " 4MM ACM FACE PANELS YHB TAPED 1 : : • 1 1 112" X 1 1/2" X 118" ALUM. ANGLE SUPPORT I l ..... I TO FABRICATED ALUM. CHANNEL I 1 : 1 WELDED TO ALUM. BAFFLES 1/8" BOTTOM ALUM. BAFFLE WELDED TO 118" ALUM. FLANGES I ' I I I I : I I ' I I : I I I : i : I -'------!11---11--~~ ' I I : \ i ! I I ,/;,: .. ,:; : :: === == == ....•. ---. -· T. -·--. ---------. ·--. . -. ·-1-.·:.·:.·.-.. -.·:::--.·.-. --------.--~:.-.. ·--:--\ I l ,f ! l \, ,}' : : '\ J '-<t : : \ ------~-----L------> 6LOW-UP DETAIL 3/16"" 1· 118" CUT PLATE ALUM. FLANGE ~ 11 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 11175 Virginia BMch, VA 23450 (757)427-1900 Proi-ct Title LEXUS .,_ 02.18.14 AQI EoR M. SMITH LNd Drafter NJC o,_,ay JLM/DLR Project Mgr. B. ADAMS Genera!SlgnSpeclflcatlfflS D Interior ■ Exterior D Single Faced ■ Double Faced □---------□ Non-Illuminated ■Illuminated ~ Volta ___ Ampa(+/•) Location ---------Wlndloacl 90 M_PH IBC '09 & ~ .i N ~ Q e I~ ! '111 .J '0 :,i: :z: 8 il .J ~ l !a Ii " '° • .... " t .; .i ! • g~ J : f I ii Q Q 1'111a ................ ,....,..,AnHIMtlnl --. .... _ .. __ ~-----............. -.... .......................................... ................................... .-.. ~-~--~---~--......... ._.._,.._ ..,.....,.,...._.. .. ....__. ... ,-rt. nor tt. ....... ........_. ... _. ..... ..,,,.,..._ ~fot-~fwwNchtt .. .....__,.... .., ___. ........ ~ to tNa ......... .....,..,.._In ..... ,,...._ Code ~ 13365 C Sign~ PQt: CP0-16-17 5 #10 X 3/4" S.S.C.S. SHEET METAL SCREWS ---------ir --......_ TO SECURE PVC SPACER TO CA61NET / ----r \ ----! -: '\ = '---,:::_.__.:: I COUNTER SUNK S.S. POP RIVET ----+------../ TO SECURE 6AFFLE TO ACM SEAM 3/8" X 1 1/2" PVC SPACER I I~ I ij l ( I I .063" PRE-FINISHED WHITE' ALUM. I 'I Ill I .. 1, REMOVA6LE LED PANELS I I I I rVilt ·--ii .. -----T ' ' (--,) ---~' rr--" \ ii------~------4MM 6RAKE FORMED AND ROUTED ACM FACE m I I( I I ____ 1 ______ 1/4" -20 STUDS W/ PERFORATED PAD GLUED TO 6ACK OF ACM TO MOUNT THERMOFORMED LOGO &_ _______ _ 1l,. I .118" THERMOFORMED CLEAR MUSTANG ACRYLIC I I W/ FIRST SURFACE APPLIED SOLIANT CHROME FILM --------- I I I I I l Ill I 1111 1 1 ;; J 13/16" AGI CHANNEL TRACK TO ALLOW I ---·-------11-~ FOR REMOVA6LE LED PANELS I I I 4MM 6RAKE FORMED ACM FACE PANELS ---J....------ 1 I I I I I I I I I I \ ,,r ¾:: ' ~ I ' ------------ ,..1., ~ ~- u m 1 w II .171" TRANSLUCENT WHITE #2447 ACRYLIC &ACKER W/ SURFACE APPLIED PRINTED DOT MATRIX l4 I tJ 2· X 1" X 1/8" ALUM. ANGLE STIFFENERS SECURED TO 6ACK OF ACM FACE W/ 3M #4929 VH6 TAPE ~ ,,i &_ _______ _ 1.. I .118" THERMOFORMED CLEAR MUSTANG ACRYLIC I W/ SECOND SURFACE SPRAY CHROMED LETTERS I --------- i 1.. II I .171" TRANSLUCENT WHITE #2447 ACRYLIC 6ACKER ,::& I W/ SURFACE APPLIED PRINTED DOT MATRIX LI I ------------11>--------+-------'-1/8" 6RAKEFORMED ALUM. 6AFFLE POP RIVET TO ACM I FLANGE AND MECHANICALLY FASTENED TO STEEL ANGLE I ---------- r--o---t---=======--I 3/8" X 3• PVC SPACERS ~------· ______ / '---------------------3/8 " • 16 X 1 1/2" S.S.H.H. 60LTS TO SECURE ALUM. 6AFFLES TO STEEL ANGLES BLOW-UP DETAIL 3/16" = 1" ~ II Architectural Graphics Incorporated 2655 lntemational Pari<way P.O. Boxll175 Virginia BNch, VA 23450 (757)427-1900 Project Title LEXUS Dfle 02.18.14 AOI EoR M. SMITH Lead Dnftw NJC Drawn By JLM/DLR Project Mgr. B. ADAMS OeMral Sign Speclftcatlona 0 lnwlor ■ Exterior 0 Slngle Fae.cl ■ Double Fae.cl □---------□ Non-llhnnlnated ■ IAumlnated ~ Volts ___ Amps(+/·) Location --------- Wlndload IIO MPH IBC '09 II . GIi Mi N 0 I- 0 i II. 0 I- ! Ill .... 0 ~ lC 8i .... j!: f !a ! C ~i _,_ .... • ~~ C -I ! '5 i! ss : ... r l 0 II i l i :I c5 ,::,::1 ........................................ L ,.... ................ ,,...,_.,,~ ___ .. __ ~ .......... ,....,..... .. _ ................................... ...,........,..........,.,., ...... ,..,..._. -~~~ .......... ...... _.._ ........................ _,.. .. oopM,d or ,.......... a .._.. or fn part, nor 1111 ~,........ ... ...,__,. .. _,,.,.... uceptfwtM,-.poeeWwhldltt.,.........._,., .., __... ........ p,ecuMar .. We ..... -..,,.........lft ..... ......... Code ~ 13365 C Sign~ POI: CP0-16-17 6 ~r ¼=: I •·-.- :1 ~ j::: ,n ;.. l l;======,1 1 I I I ! o :: !i I 1 , ,1 I 11 11 I 1 1 11 : lJ l! I '1 11 I 1 , 11 : o :: :: : : 's:.::.::;:::::.::.') : ' 1 ________ , . l 1/&" ALUM. 8AFFLE WELDED ---11---T O ALUM. FLANGES ' ' ,;;::::::,,'j : :i ::o : I 11 I II I I I II I I I II I I I I I I I II I I I II II I :: ::~: q I I I 'I 11 I ·~::.:::.:.::.:.::.' ~ ' f _______ : 1..______ 4MM ROLLED ACM SIDE PANEL VH8 TAPED TO CHANNEL FRAME 3/&" -16 X 1 1/2" S.S.H.H. 80LTS ' II TO SECURE ALUM. 8AFFLES TO STEEL ANGLES -p-=-~g I ~ @ ___ ~'------4MM ACM FACE PANELS VH8 TAPE = 2 ( 1 ) PLAN SECTION (TOP PANEL) TOALUM.CHANNELFRAME PG.7 CP0-16-17.7 114-------+-+--------:----4MM 8RAKE FORMED REMOVA8LE ACM PANEL ~--;-; 1• ;;H,;-;,L-;;;:o ~ow7oR ~ov;:;-E ) 1+---t--i---------t-----"L.:'c~oo~N::... _ _ _ _ _ ...J 14----+-+-----------3/4" X 3/4" X 1/&" ALUM. TU8E STIFFENER MECHANICALLY FASTENED TO ACM PANEL 1/4"-20 KNURLED RIVET NUT TO SECURE ACM FACE I , TO ALUM. TU8E STIFFENERS ~---------------------- ( 2 ') 6LOW-UP DETAIL ..._CP0-16-17.7, n IH " -,, /', ..,_ ____ 4MM 8RAKE FORMED REMOVA8LE ACM PANEL KEYHOLE TO ACCOMMODATE #10 X 1" LONG ~[ 1• ' I S.S.H.H. 80LTS AT SIDES OF REMOVA8LE I ACM PANEL TO LIFT AND REMOVE O 22" O.C. -TYP ~ .__ " , ( 3 ') 6LOW-UP DETAIL , CP0-16-17.7,. ~ II Architectural Graphics Incorporated 2655 International Pallcway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS ~ 02.18.14 AGI EoR M. SMITH I.Nd Draft« NJC Drawn By JLM/DLR Project Mgr. B. ADAMS General Sign Speclflcatlons D•nt.rtor ■Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■Illuminated ~ Volt9 ___ Alnp8(+/-) Location ---------Wlndload 90 MPH IBC '09 ISi . s N 0 I- I IL 0 I-z 0 Ill _, ill: i 8i _, ~ f 11 0~ 0 ~---. ., I! .... I i ~ ~ ss t ~ ii l I ~ 0 0 ~ • Tllla ............... ....,.,...,AnflllNtlnl ___ .. __ ~ ........... ,..,... ............ .... .. ......, ........................ . ......... ,.......... ....... ,,....... ... .. ,........ .. ~ .. dtcwMM---.................... ~---.. __.,.. ,......._... ... _.... «"' ,-1. new Na oenleffl9~1ft.., ___ __,,__ ._,.,_.._,...._fwwlllcltM __ ...........,_. ................ ..,__.._.W....._.N .....,._.._.,...,..........., Code 13365 Sivn~ CP0-16-17 ~ C POI: 7 @ ----"'\ 7 =· @. V ~I I-- ' ' l r ==,, V ~ l 14 I I 1/8" ALUM. 6AFFLES f----: -~ r-------------------------------------------, ~-~-3/8" • 16X1 1/2" S.S.H.H. 60LTS 0 Ol+-+---+--lf---TO SECURE ALUM. 6AFFLES () -~~ ---1i TO STEEL ANGLES ~®A 7b,.._ '-- l I I ~ ;.. I : t: J .. z f i£>1~ ' ::l ;.. ~ "' .. i r r.: I I PLAN SECTION LOGO PANEL 1/8" = 1" 2• X 2• X 1/8" ALUM. ANGLE WELDED TO BAFFLES r--------TO SECURE ACM FACE PANELS ( __ f __ -._ · mm:H LEG TI) ACCOMMO°"TE ALUM. FLATOAR II_ I (o)I Q ~~~~~~~===1----S.S.P.H. SHEET METAL SCREWS TO SECURE I CONCEALED HINGE TO ALUM. FLAT 6AR 3" X 3" X 1/4" ALUM. FLAT 6AR WELDED c:sj~~~~~~tr---INTO ANGLE TO SUPPORT HINGE ==- '----+---175° FULLY CONCEALED HINGE (ROCKLER COMPANIES ,----------,· PN 66613) MECHANICALLY FASTENED TO ALUM. FLAT 6AR I 11 I:\ ! <©' ill---------, : tfR... 1" X 3• ALUM. TUBE SPACER YERSILOKED TO ACM DOOR i ~ i '-------,,++-----'----1/8" ALUM. BAFFLE I ' 4MM HINGED ACM SIDE PANEL !1'14l-H+--lf------1/8" ALUM. 6AFFLE ~TERANDDUSTRESIS'rA"NT iiNC CMiLOCK I /r--------+1---'BLACK' W/ 1 1/4" LAlCH DISTANCE l (~A~#~65~) ___ _J I 2" X 2" X 1/8" ALUM. ANGLE WELDED TO 6AFFLES TO SECURE ACM FACE PANELS j l I~ I 1" X 1• X 1/8 " CONTINUOUS ALUM. ANGLE @ A I MECHANICALLY FASTENED TO ACM ANGLE \ " G ______ ..,, (cPo-1~17_8) ~~~~-UP DETAIL #10 X 3/4" S.S.H.H. TEK SCREWS TO SECURE ANGLE TO SUPPORT ANGLE A Wl I I fl> J; ~ II Architectural Graphics Incorporated 2655 International Pal1<way P.O. Box9175 Virginia 8-ch, VA 23450 (757)427-1900 Project Title LEXUS Dau 02.18.14 AGI EoR M. SMITH Lead Drafter NJC Drawn ay JLM/DLR Project Mgr. B. ADAMS o.r-81 Sign Specltlcatlons 0 Int.riot' ■ Exterior 0 Single Faced ■ Doubla Faced □---------□ N«t-lllumlnatecl ■ lllumlnatecl ~ Volta ___ Ampa(+/•I Location ________ _ Wlndload 90 MPH IBC '09 & . s .. e I L 0 ... ! Ill ... 0 11:2: 8i! ... i!: j !; :!: u 51 ! ,-,- .. t) • .... j i 38 i sg a: ~ f I ~, / / . 0 0 ·- TNII ..._..ts._ .. P1..-tr of~ ........... ~aMI ......... ~ ,.,....,_.._ ................... ,...... ---....................... " .................. . OIMlldlMIW ,........_ ""• .,._.,...... _,... ... ....,.._,.,, ~ .... decWMflt---......, ........................ ,... .... oeplllCI or ,..._... In ...._ or In ,-t, nor tta .................... .., ___ ..,..,..... ..... ,_ .. ..,.... ......... " ... .....,...,.... ... ~ ......... ,,.,.,.. .......... .. ~ In ..... ,.,.... Code ~ 13365 C Sign~ POI: CP0-16-17 8 --I --""\ ~ I @ I 1--l @ ! I w '----- -y ., I ., y @ 7 I 14 ,------;i ;r------i ! 0 •:....-------..:• 0 , ! l ,_-_-_-_-:_-_-):-o --l t'ri I I 1/&" ALUM. 6AFFLES ! ! r: :::o: '---------------------!-' ----' I :: :l: I l i ll !li : L .I ... I L, d;) i'1 ... ... -f : : ii i/! : I '3/&" • 16 X 1 1/2" S.S.H.H. 60LTS i i :: ii: 04~---1--1-----TO SECURE ALUM. 6AFFLES i l ·:,,aaoca~: O TO STEEL ANGLES ' !f.-._______ ' ' l :, l , _______ _ :~:: ..Rt.: _j 1 ~•, ~, - ~-------1.! ~-------1 .I PLAN SECTION LETTER PANEL 1/&" = 1· 2· X 2" X 1/&" ALUM. ANGLE WELDED TO BAFFLES ~-------TO SECURE ACM FACE PANELS ( __ t _ _ --._ · NOTCH LEG n) ACCOMMODATe AWM. FLAT DI\R iLJ.@.' .... Q ~ -;;; I s.s.r.H. SHEET METAL SCREWS ro SECURE I CONCEALED HINGE TO ALUM. FLAT BAR '3" X '3" X 1/4" ALUM. FLAT BAR WELDED I'\ -+----INTO ANGLE TO SUPPORT HINGE \'---__.. r----------i <(Q) : i <(Q) 175° FULLY CONCEALED HINGE (ROCKLER COMPANIES PN 6661'3) MECHANICALLY FASTENED TO ALUM. FLAT BAR ~x '3" ALUM. TUBE SPACER VERSILOKED TO ACM DOOR 1 -++----'----1/&" ALUM. BAFFLE 114---+----+---....,..;.1-:-....1.. __ 4MM HINGED ACM SIDE PANEL <{Q)..,.._~+---1/&" ALUM. BAFFLE <(Q) ~TERANDDUSTRESISTANT iiNC CAMLOCK I ,--......;.;===-=----4 ___ 'BLACK' WI 1 1/4" LATCH DISTANCE l (~A~ ~65~) ___ ..J 2· X 2" X 1/&" ALUM. ANGLE WELDED TO BAFFLES TO SECURE ACM FACE PANELS ••-1t--------+--1" X 1" X 1/&" CONTINUOUS ALUM. ANGLE MECHANICALLY FASTENED TO ACM ANGLE \ ______ _..., GPo-1~_11_0 ~~~~-UP DETAIL #10 X '3/4" S.S.H.H. TEK SCREWS TO SECURE ANGLE TO SUPPORT ANGLE ]~.t 1 ~-I i ~ II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AQI EoR M. SMITH Lead Dn1't.r NJC Drawn ay JLM/DLR Project Mgr. B. ADAMS General Sign Speclflcatlona 0 Int.nor ■ Exterior 0 Slngi. Faced ■ Doubi. Faced □---------□ Non-lllumlnated ■ IUumlnated ~ Volts ___ Ampa(+/-1 Location Wlndloacl 90 MPH IBC '09 & . s N e 0 ! II. 0 '" z 0 Ill .J :,i: i g a! ! ~ I ! 1 ~ • I ...... i ts gg : f I ~, 0 0 -.., •I ,........__ ........ ,,,.,.,.,.., ............ ~lnc .. MMl .. dNlln.~ ~ ........... ,....,..... ... _ .. .......-.......... n .. ..........,....,.. ......... ~ ......... ......._ .. ... _., ___ _ CN1NJ .,_ ..,_. 1Mt this~ wll net IN oopleli«,..,,..__111 ........ lll'I IN'1. ... ... oonlMllil,......111.,. ___ .. ....... ____ ...... ,.......,.. ..... It __ ........,.., _,..,..,..._ ......... w. ..... N ___ .. __ Code 13365 Sign~ CP0-16-17 ~ C PQ t : 9 //-~------1f"""'TI-----.., " 11111 \ 4MM 6RAKE FORMED REMOVAflLE ACM PANEL ' I I I I I I I I I I I I I 1" X 1" X 1/&" CONTINUOUS ALUM. ANGLE FASTENED II II I TO ACM ANGLE WI #10 X 3/4" LONG S.S.H.H. TEK SCREWS TO SECURE ANGLE TO SUPPOIO" ANGLE I ______ I __ .. 1/4"-WX 1" S.S.H.-;:z-OOITSTO MLOW FOR REMOVAer I ACM DOOR PANEL L---------1 I.--~~~~ miii""'~...c...;~ I I -------- _,..._.,__ ____ ~--1/4"-20 KNURLED RIVET NUT TO SECURE ACM FACE I I L.!_() ~M. ~E :!!!!,FE~RS---- I ' /I '---------------2" X 2" X 1/&" ALUM. ANGLE WELDED TO eAFFLES TO SECURE ACM FACE PANELS ( 1 ) 6LOW-UP DETAIL ~P0-16-17.IQ. ~[ lf9 .__ " .. ,,,........ " 14-----4MM flRAKE FORMED REMOVAflLE ACM PANEL KEYHOLE TO ACCOMMODATE #10 X 1" LONG !Ill I S.S.H.H. flOLTS AT SIDES OF REMOVA6LE ACM PANEL TO DROP AND REMOVE • 22" O.C. -TYP .. A,--:---~ SECTION VIEW-I I GPo-,!-11.10) FULL -I ~II Architectural Graphics Incorporated 2655 International Par1<way P.O. Box 9175 Vlfginla IINch, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AQI EoR M. SMITH LNCI Drafter NJC Drawn By JLM/DLR Project Mgr. B. ADAMS OeMnl Sign Specltlcatl- □ Int.nor ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-lllum-ecl ■ Illuminated ~ Volta ___ Amp9(+/-) Location ________ _ Wlndload 90 MPH l8C '09 , s N 0 ... 0 i IL e z 0 ~ 0 II: % 8i ... j!: 1U --. .. i .... i i~ l f I ~, ~ . . 0 0 " ,,. ....... t.the .... ......., of ArohllNlural ___ .. __ ~ .............. ,..... .. ... .. ........, ............ " ............. . ........ ~-· ...... ~--the~~~ .......... ---....... .. ....... ... w. ........ -...... ..,.__.Nipf'NUONllft....,..ora.,-t.nort. ........................ _ ... .,,,,.,.... ---fw .. ,..,...fwwNdl .............. ..... ..,.,... ......... ~ ....... dNl9n .. __ .. __ Code 13365 Sign 1n>e CPO-16-17 1n>e C POI: 10 0 0 4MM ROLLED ACM SIDE PANEL VH6 TAPED TO •· CHANNEL FRAME / :r--------------:.------.., •' ,1 i! ll :: :: ,1 11 II JI ,1 1! ,. ,1 ,1 11 ,• ,1 ,, ,1 11 tl :: :: ,'..;;;;--------.;;;:;:; _____ ~: @ 7 ~ Ii •• I I 1/8" ALUM. 6AFFLES .090" ALUM. SHEET ATTACHED I• I TO 60TTOM ALUM. 6AFFLE W/ #10 X 3/4" LONG S.S.C.5. SHEET METAL SCREWS 1-- II o o o _J @ [{~ I _J 4MM ACM FACE PANELS VH&TAPEDTOALUM. --~ ---PLAN SECTION 6OTTOM PANEL CHANNEL FRAME ._ __ ., 1/8" = 1" f I I I I I I I I / ,.---------......._ II \ 4MM &RAKE FORMED REMOVA&LE ◄ ' ACM PANEL I I &.._ ________ , ll f=" -"iiiiiiiii ......._~ ____ : I -t 1/4"·20 X 1" S.S.H.H. &OLTS TO ALLOW FOR REMOVA&LE ACM DOOR PANEL ______ j I ~--20 KNURLED RIVET NUT TO SECURE ACM FACE 7 I ~L~ TU!:_S~N~ ---_J ~ I ---+-----3/4" X 3/4" X 1/8" ALUM. TU&E STIFFENER \ I ' / MECHANICALLY FASTENED TO ACM PANEL ...__ _________ _ C 2 J 6LOW-UP DETAIL CP0-16-17.11 n 1 H .. . ,.. "------4MM 6RAKE FORMED REMOVA6LE ACM PANEL r---, io[ KEYHOLE TO ACCOMMODATE #10 X 1" LONG ~ "----J I◄ ! I S.S.H.H. &OLTS AT SIDES OF REMOVA&LE ACM PANEL TO DROP AND REMOVE • 22" O.C. ·TYP .. "'( ~--~-6LOW-UP DETAIL I 1(cPo-1~-11.1J FULL I ---/ \ I I I I I ------------------------I I I 1/8" &RAKE FORMED ALUM. SUPPORT \ '------J'---CLIP ATTACHED TO 60TTOM OF CA&INET '-_________ -&ACMPANELW/#10XS/8"LONG S.S.C.S. SHEET METAL SCREWS SUPPORT CLIP DETAIL 3/8" = 1" ~II ArchHectural Graphics Incorporated 2655 lntematlonal Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AGI EoR M. SMITH LNd Drafter NJC Drawn ay JLM/DLR Project Mgr. B. ADAMS General Sign Speclftcatlons 0 lnt.rlor ■ Exterior 0 Single Fae.cl ■ Double Fae.cl □---------□ Non-Illuminated ■ mumlnated ~ Volts ___ Ampe(+l•I Location ---------Wlndload IO MPH IBC '09 t N I:! 0 e e ! ~ ~i 8i ... ~ I; t ~ R a ~ ~ • C> ~ -: -: I i j ~ i 0 ,,. .............. .......,_-'AnlllllNtlnil QrapNcs,IIM ... .-.......... ~ ~--~ .... ,..... ........... .... .. ..,,...., ............................ . ............ ~ .......... ,..,..., .. th.anclpleftt.bf ......... doc:wNnt_ ....., ....... ----~-........ _,... or ,.,.,..._.. In whole or la ,-rt. nor 1111 0.-...-,...,..... ... ..,_., .. .,.,.,.... UNptfefhllNl'poM,_...._ • ._.......,.._,... ..,...., ....... ~tou.. ...... ~-..... ~ Code ~ 13365 C Sign~ PG I: CP0-16-17 11 . 5' -2" ~ 1"1fi ,. b ~ t-- N ~Ir" «) "k-- ~ i<'i Cl) ~ d:) ,....._ r------ l ~ i<l N ~ 3• ~--------------------------------+-----3"RJX 8" LONG SLOTTED HAND HOLES 14 .063" ALUM. LED PANEL 0 ( 1 :) LED PANEL (LOGO) ,CP0-16-17.1?_ . 5' -4 1/4" ~ 112·~ ·r 4== r'~---__ I ~ Cl) ro ' N 7 ~ ~ «) L 1·-fA ~ -i,.----1 r" d:) ,,..__ ro ~ «) r-~ \........, 0 LED PANEL LOGO LETTERS 1" = 1' -O" 5' -2· CcPo-1:_11_10 ~E? ~ANEL (LAYOUT COPY) 3"RJ X 8" LONG SLOTTED HAND HOLES '------.063" ALUM. LED PANEL 1 3"RJ X 8" LONG SLOTTED HAND HOLES ----.063" ALUM. LED PANEL ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia BMch, VA 23450 (757)427-1900 Project Title LEXUS Daw 02.18.14 AQI EoR M. SMITH Lead Drafter NJC Drawn By JLM/DLR ~ Mgr. B. ADAMS General Sign Speclflcatlona 0 Interior ■ Exterior 0 Single Faced ■ Double Faced □----------□ Non-lllumlnated ■ IUumlnatecl ~ Volts ___ Amp9(+/-J Location ________ _ Wlndload IIO MPH IBC '09 • C> .... i • x s J : g ~ !'IDz~ lill A, a al<EJ.~~~~::::i ,,. .............. ,......_., ~ ~-.. --........ ~ ,.......... ......... ll'IIIMI: .......... .... .......................................... ........... ,............ ...... ,...,.... ... .... _..,, ___ _ ........ ..,....tlllllt .. ~-.... -...................... lft ........ 1ft ,-t. ,..,,_ ................... __. ... ..,__.. .__.,_._.,...._,_...._tt .. ....,.._nor ..,.,........,.,_.... ............. ~.,. ..... ,,.......,, Code -rn,. 13365 C 91gn-rn,. PQ I: CP0-16-17 12 r ~ :c:: 1') ,t-. ... • I d:) IQ d:) . N I ~ ~ ,t-. ... 6' • 6 3/16" 7 :1:5 3/16 l7 IT :1:5 3/16 • 5' • 7 3/4" • ~ . ~ :c:: l<)L to II) :c:: 1') ;:: "!,.-- . Ii 0 < -~ ::, ~ "I---- to =~~ IO I -~ - II) 0 ... l<)r ~ i;; • 2' • 3" • 7 1/2" . 2' • 9 1/4" l 1 : 7 : :-, ! ,_, ' ' : : ---------------i-, ·-_ ! ___ ----------• ----------------------!----! :----+-------------------------------------------- 1 I I I I I I I I I I I : : '-""==='!l l : I ,,-~--_J l : ,_, ! ·-------------------·--------..J , 2" X 2" X 1/8" ALUM. ANGLE SUPPORT MECHANICALLY FASTENED TO STEEL ANGLE CLIPS IN THE FIELD .090" ALUM. DOU8LER VERSILOKED y-TO ONE SIDE OF ALUM. 8ASE COVER AND ..... .ll MECHANICALLY FASTENED TO OPPOSITE SIDE :_. -----:: 2" X 1" X 1/8" ALUM. ANGLE SEAM SUPPORT ~+----11----VERSILOKED TO ONE SIDE OF COVER AND MECHANICALLY FASTENED TO OPPOSITE SIDE r-.090" FA8RICATED ALUM. TWO·PIECE 8ASE COVER MECHANICALLY FASTENED TO ALUM. CA8INET '------------------1/4" • 20 X 1" S.S.H.H. 80LTS TO SECURE ALUM. ANGLE TO STEEL ANGLE CLIPS PLAN VIEW 1· = 1° • o· ~ I I I I I I I I I I l I I I I f: 1~ I I 11 11 I I 11 11 I I I I I I r:---Li:!. ___ ~I --------, STRUCTURAL ELEVATION 1" = 1· -o· i 1 I I I /'I ' / I ' 2 _-_-___ __[ ___ ~~~, #10 X 1" S.S.H.H. TEK SCREWS ~-----TO SECURE ALUM. &ASE COVER TO ALUM. CA8INET #10 X 3/4" S.S.C.S. SHEET METAL L--------SCREWS TO SECURE &ASE COVER TO ANGLE .090" ALUM. &RAKE FORMED 8ASE COVER WI 1" FLANGE 1/180TTOM SIDE SECTION 1"=1'·0" "111 Architectural Graphics Incorporated 2655 International P811<Way P.O. Box 9175 Vorginia Beach, VA 23450 (757)427• 1900 Project Tltle LEXUS 0-02.18.14 AOI EoR M. SMITH LNd Drafter NJC Drawn ay JLM/DLR ProJect Mgr. B. ADAMS General Sign Specltlcatlons 0 Interior ■ Eaterlor 0 Single F-.1 ■ Double Fac:ecl □---------□ Non-lltumlnatecl ■ Illuminated ~ Volta ___ Ampa(+/•) Location ________ _ Wlndload 90 MPH IBC '09 ! 0 ii i t 'i I! a ,.. ............... ,,....,. of AnhllNtural ___ .. __ ~ ................ ,...... .. .... .. ...,...., ............................ . ........... ~ .................. .... -~..,~--~-........................... ,_ ... _,....orr.,-.duoedlll.....,.orll'l,-1,nwtll: Nlllantll,..... .. ..,_. .... _ ....... ._.,_ ... ,..,....,_wtlicll ............ MIi' .., .............................. ... __ .. __ Code ,.,.,. 13365 C Sign,.,.,. POI: CP0 -16-17 13 I/ TI· -trr==== ' ' ' ' ' ' ' ' . ' i ::::::::: · ::::::::: ::: . ~ ::: ::::::::::: : l : ~'O ' i rr --:.>---~>? ,,/?-<:,::\, I I I / \ \ : ! /' / ' \ I I / ' I t \ \ / ,: _______________ ; / 1.,.11 .063" LED LIGHT PANELS POPULATED W/ AGILIGHT LS-APEX·66K·G2 LED MODULES ~ 10 4MM HINGED ACM SIDE PANEL -----· ' ',: __ ~;~~~~~~.·.--·.·.·:_·.-_-:::::-·-·;• / I '"-------. '-," I I I I I -------.. • U r-n O··: ,,--:::::::].::----.---::-.-·: :··: ,,--,::::::::, 1 11 06"'" LED LIGHT 0 •NELS POPULATED ,_ :,.,.,_>· . .::::::.:'./>--->-L :_. ___ J. l~~~:~:::)) WI AGILIGHT LS·APEX·65K·G2 LED MODULES TWIST LOCK QUICK DISCONNECT SWITCH AND J·60X MOUNTED TO STEEL TU6E ~ u '' ,_,,, ',~. ,, '''"'' ,_,,,' -' 0 n :F~; __ _.;,. ~ f ~• -· ,-)1 ~ ~ ml--60W ADVANCED POWER SUPPLY ~ ~ '-'>--<•::ii: l~:::: :::,:::NJ: {EXACIHVM&ERL8.P,f'EHP!NGLEPLAYQtm 4MM HINGED ACM SIDE PANEL -----~ I , ,··-.. / -· . _. . ., .. --·-,· i r~) ::~(.~~'., :=, :;;-~,:,: .. ~:,} :7·:: 6~, e{ i 0 ,1 ,1 ,::> 'c:~' '-' \• u "' -::> '.~.1 ~ ~ ~-------.063" LED LIGHT PANELS POPULATED 3/&" LIQUID TIGHT CONDUIT ____ __...__ " ,, , W/ AGILIGHT LS·APEX·65K·G2 LED MODULES TO TWIST LOCK DISCONNECT •....... . .....•.. L ... L.0•••••••••• • •• ~ ' ' ' CARLING TYPE DISCONNECT SWITCH ----~ : : i AND J·60X MOUNTED TO STEEL TU6E ' : ' ( ' ' ' ' ' ' ' ' ' ' ' ' '·· ' ' ' ' ' ' --~ i 7 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I : 1/2" LIQUID TIGHT CONDUIT TO J·60X t::::::::::: :: :::t ! a~ \ ELECOOCAL J·oo>< MOUNlEO 1U 5TleEL TUOE Ul'RIGHf .... LL u :..... l TO ALLOW FOR ELECTRICAL CONNECTION "'====•+---------1/2" LIQUID TIGHT CONDUIT WHIP 6Y OTHERS ELECTRICAL ELEVAflON 1/2" = 1' • O" ~II Architectural Graphics Incorporated 2655 International Pari<way P.O. Box 9175 V,rginia Beach, VA 23450 (757)427·1900 Project Title LEXUS Date 02.18.14 AGI EoR M. SMITH Loc1Dratt8r NJC Drawn By JLM/DLR Prolec:t Mgr. B. ADAMS o.r-al Sign Specifications 0 Interior ■ Ellterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ~ Volta ___ Amp9C+/·) Location ________ _ Wlndload IO MPH IBC '09 & . s .. 0 ,I- '0 II lio II. ~ ! ~ :iii: i 8&! ... i!: J !; :!I j ~--.r; I ! ~ ~ J : g 0 r • e II: i i s I! I! -"' ~-. iC1 iCI I' -. TMt ................ ~-~ .....,lftc.,8'MI ......... ~ ~ ........... ,....,....... .. _ .,...,....,..,....... ................ . ........... ,.........., .................... ... ... ,.........,,~ ........ --.................. w...._.. __ _ ..,....,.,,..,._,.,...,...orlll,-t,nortta ...... ,........ ... _, ___ .,.,__ --,CfrorthepurpoNWwMclltt_......,_.,,.,.. -w.-1111,.-..,-c,ullal' ............. ~111...,.,,......._ Code 13365 Sign TrPe CP0-16-17 TrPe C POI: 14 :: 1) UNLESS OTHERWISE SPECIFIED: All layouts are for a single face sign or a single set of letters and 111e depth of 111e application consldefod for tl1e layout is 5 Inches. 2) LED modulo plac9mont is approxi!Nlt. AglLlghl rocommends tl1e sign monufacturor verify tl1e LE.D placemonl and quantiy to ensure even ilk.nination and brightness expectations are achieved. 3) Estlmolions are based off 111• quality of art work and infonralion provided by the customer. 111is includes: font sfyle. loller height, depth, lac. m1lerial, and any special Instructions. Missing intorrration nay cause delays n 111e delivery of eslimat .. , n wel n effect product selection, accurate quantities. and brightness. •> For installation Instructions of Agllight LED systems please rofor lo www.Aglllght.com undor 1110 TOOI.S & DOWNLOADS soction or contact Agillght's lnsido Sales THm at +1.1166.482.0203 Total (both sides): 101 feet LS-APEX-65K-G2-202 Modules 6-PS12-60WSL-100-277V 6'0" 7-1/8" ., ~-~us· li L_S, ""'--I _....__ -----~ ~ ....... ~'>-' 16'0" 4 10 7 6 10 20 Notes: Layout based off a 4.8125" depth. Modules spaced on 4" centers behind Lexus/logo per customer. Rows spaced on 7" centers behind CPO letters. 16' x 6' Lexus CPO df pylon February 26, 2014 1111 Arion ParkWay Ste 108, San Antonio, TX 78216 MH I PH: +1 (866) 482-0203 • Fax· +1 (210) 360-1454 www.AgiLighlcom "1r-11 Architectural ~I Graphics Incorporated 2655 lntematlonal Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AOI EoR M. SMITH LNcl Drafter NJC Drawn By JLM/DLR Project Mgr. B. ADAMS General Sign Speclfk:.tlons 0 lnwlor ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■mumlnatecl ~ Volta ___ Amps(+/-) Location ________ _ Wlnclloacl 90 MPH IBC '09 E .. e 0 i ~ ! ~ 0 II: :c 8i _, j!; 1111 ... "' i ! ii . . "' .. J : 0 0 r • ?Ji i 'i i i:: :E I! I! 0 0 ..,.~~----.,,....,_"'~ ~-.. 8"411 ......... ~ ~ ........... ,..... ........... _ ............ ..,....... ................. . ......... ~fw•'PMW ......... .... ... ,_.......,., acceptlrllf .. tlecunlMt ---......, ................ NCIIINM ...... ... -,iied«,....._.,ln ........................ .. ......... ,........ .. ..,_. .. ..,.,.,.... -.cepefwh purpMt forwhicll llWN ......... nor -,..-,cW ......................... ... __ .. __ Coda 13365 Sign Type CP0-16-17 Type C PG t: 15 0 ' t: io io r---------------- ' ' ~-~~-------------- 1 I I I I I I I I I I I I ~-~~-------------- 1 I I I I I I I I I I I l I ,-~~-----~-~------ ' ' \ \ \ I \ I I I I I I -, I I I I I I I I I I I I I --1 I I I I I I I I I I I I I _J I I I I I I I I 1----------< 1--------, I I ,_ ___ _, 1------l I \ I I I \ I \ I ' I '' , _ : STEEL 6ASE PLATE • • r ____ -:_---::_ I ;:, i<> 1 ~------~--HIGH SrRENGrH, NON-SHRINK GROUf l!l -/ \ ~ _ _ _ _ _ _ _ _ LEVELING NUf --~----io :I ·-~·-·-IC s ·-~---- IC ---~"i -- 2 ~$ --~---- I II I II It II I 1".6 X 36" LONG GALVANIZED STEEL rHREADED ROD 60TTOM NUf oH--llll-+I -------DEFORM rHREADS fO PRE\IENf SLIPPING ___ ,_.A I ~ I ~ II ~ I CONDurr ro OWNER PROVIDED POWER suPPY ------2500 PSI CONCRETE FOUNDATION ~ll ff I #4 GR60 REINFORCED HORIZONfAL RE6AR TIES l!144-------(8) #6 GR60 REINFORCED VERTICAL RE6AR SUPPORfS ON A 30" .6 PAffERN l 3·-0-e l " . 1 FOUNDATION DETAIL CAISSON CP0-16-17.16 3/8" = 1' -O" MATERIAL SPEClf!CATIQNS; (UNLESS OTHERWISE NOTED) CONCRETE -2500 PSI (1.8 CU51CYARD5) REINFORCING • GRADE 60 WI 3" MIN. COVER /1@11 Architectural Graphics Incorporated 2655 International Parkway P.O. Box9175 lllrglnia Beach, VA 23450 (757)427-1900 Project Title LEXUS Date 02.18.14 AOI EoA M. SMITH LNdDmller NJC .,,_, ay JLM/DLR Project Mgr. B. ADAMS General Sign Spec:fflcatlona D Int.nor ■ Exterior 0 Single Fae.cl ■ Double Faced □---------□ "--Illuminated ■ Illuminated ~ Volta ___ Amps(+/·) Location ---------Wlndload 90 MPH IBC '09 'Ill s .. ~ 0 i 0. '~ z 0 ~ 0 :i.: :I: 8i ... ~ 1111 . .. I i t i g~ !' I 0 ,,. ................ ~., ~ ~-.............. ~ ~ .......... ,....,....... .. .... .................... " .. ........_ ..... . ...................... .., ............. .... ... ......... .., ~ ......... ....... c:uelllidf' ............... llea--.t ..... ... ......... ,...,...... .......... .,.,.-..,... .. ........ ,........1n..,----.~ uoe,c ...... ~ ........................ .... ...,. ...... ,.....~ ......... .. __ .. __ Code 13365 S.,Type CP0-16-17 Type C PO I: 16 b t:: [<) . in ---------------,,, r ------_ , ~-J--~--------------1 I I I I I I I I I I I I L-~~-------------~ r-J-~-----~-4------ I I I I I I I \ \ \ ' ' ' \ \ \ I I I I I I I ~i I I I I I I I I I I I I I -~ ~J ~ I STEELSTRUCTURE ~ ', jJi i Sffn~E~re _ /---':_-,_ ~~ \ HIGH STI<ENGTH, N<>N.SH"HK GROm k I , LEVELING NUT I 4 11 11 I 1"8 X 36" LONG GALVANIZED STEEL THREADED ROD BOTTOM NUT Ao11 II II I • DEFORM THREADS iO PREVENT SLIPPING ---1----11 ~ ~ II II I CONDUIT iO OWNER PROYlDED POWER SUPPY ~ #6 GR60 REINFORCED VERTICAL RE6AR SUPPORTS (f.t 12" O.C. J~~~~~ 1.. 2500 PSI CONCRETE FOUNDATION ----- u......_ #6 GR60 REINFORCED HORIZONTAL RE6AR TIES q/112" O.C. 5' • 3• FOUNDATION DETAIL VERTICAL 5LA6 3/8" = 1· -o· I I -----1 r = I I-- I I I I I I I I I I I I 7 n=::fl'I 0 0 dL I I I 11 .l-- 1 I~ ~ 2' • 6" \ \ \ I MATERIAL 5PECJFICATION5: (UNLESS OTHERWISE NOTED) CONCRETE · 2500 PSI (2.7 CU51CYARDS) REINFORCING • GRADE 60 WI :3" MIN. COVER FOUNDATION DETAIL 5JDE VIE 3/8" = 1· -o• /l@J'rll Architectural ~I Graphics Incorporated 2655 International Parkway P.O. Box 9175 Vlfginla BMch, VA 23450 (757)427-1900 Proi.ct Title LEXUS Det• 02, 18.14 AOI EoR M, SMITH Leed Drafter NJC Drawn By JLM/DLR Proi.ct Mgr. B. ADAMS General Sign Specfflcatlona D Interior • Ellterlor 0 Single Faced ■ Double Faced □---------□ Non-lllumlnated ■mumlnated ~-___ Ampaf+/·) Locetlon ________ _ Wlnclload 90 MPH IBC '09 & . i 1N e 0 e A. e ! Ill ... 0 II: :I: 8i ... j!: 11! C, ~ i ! .!! • J ~ f I 0 0 ,,. .................. ,....,_., ............. ~ -.. ~ .......... ~ ~ ........................ .... .. ......., ........................... . ...................................... ..,.... ... .. ,...._,IW~ .. ~-.....,.,...,....__..~_.,_ .. oop6ed • ,..,,,..__ Ill ...... • Ill ,..._ nor tie ...,..,....... ... _, ___ _,,~ .___ • ._,.,......,.wNclttt .. ........._lNN' .., .......... ~to tNrl, ......... __ .. ___ Code 13365 Sign~ CP0-16-17 ~ C PO I: 17 ~ ID ,... 1 ~ :: !I :t i l t<) cl) ' io ' ~ cl)I ~ _, ~ N X ~ i!'; l'; .,..;.-. ~ t<) 0 ' ~ ;;r ~ - A I I 5' -O" A V 5/16 V \ TYr. 0 5116 v \ TYr. ~ ~ TYr. ~ 11 -125/&:;-TH~O~N;A;;-; 3-;;:;,~H~ I ::.----------+-ON &OTTOM ro ALLOW FOR 1 1/4"8 MOUNTING lo ...!!A~RE _______ J .._ __________ 4" X 4• X 1/4" STEEL TU&E WELDED TO STEEL CHANNELS 2" X 2" X 1/4" STEEL ANGLE &RACE WELDED --------TO TIJ&E AND STEEL CHANNEL 2"8 THRU HOLE ON TOP AND 1 3/6"RJ THRU HOLE ~-------ON &OTTOM TO ALLOW FOR 1 1/4"8 MOUNTING HARDWARE 2" SCHD. 40 X 3" LONG STEEL PIPE SPACER AT &OLT LOCATIONS c=:::::::::===:::::::::::========>+---C4 X 5.4 STEEL CHANNEL AT TOP AND &OTTOM ( , ) SHIPPING STAND (TOP) J:PO-16-17.1~ ,.__, -----------7----- ,,-,-------I / ,, I // I / I / I / I / I / I / I I I I /'11i I I I I I I I I I I I I I 1,.....,1-3-------------L ____ _ ~II Architectural Graphics Incorporated -lntemallonal Parkway P.O. Box9175 Virginia Beach, VA 23450 (757)427-1900 Project Tltle LEXUS Date 02.18.14 AGI l!oR M. SMITH LNd Dnlfw NJC o,_,9r JLM/DLR Project Mgr. B. ADAMS GeMral Sign Specltlcatt- 0 Int.nor ■ ll!xt8rlor 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ 11..nlneted ~ Volta ___ Ampel+/-) Location Wlndloacl , s ... e I ! ! ~ II: i 8i ... ~ 1111 j ~: • ts ~ gs f ii I 0 0 ~ Thia ................ ,....,.,., ............... _ .... _ .. __ ~ ........ ,...... .......... _ .................................. ..., . ........................................... ........... .,, ......... .__..__ ......... ..,... ..... ......__,__ ....,...,,........,.....,....,, .. ,-t.nerll9 ......... ,..,......,...,_., .. ..,.,..... ------~-.................... ..... .., ............................. .. ~ ....... .......... Code ~ 13365 c ~ .... ~ PO,,, CP0-16-17 18 () .... 1l'l 6 ~ 9 ;.. :.-~, ~ :.- d:) ' ' N (j) :.- ~ 9 r l «I ~ - 5' • O" 1' -10· 4• 8 " 4• 1 1 f 1 1' • 10" 2'. O" 1· -o· 2· -o· 11· iOfTHIW i f 11" , HOlE5 , I I I I I I . \ II ~~ i) i<5 3/16 'I)?. 2 N l=: ' i!: ... ;.. :!;~ ~-- ~ 2 N ~H~~ o 1 :: n ro .._ ________ 4" X 4• X 1/4" STEEL ANGLE UPRIGHTS WELDED (';,""'! TO STEEL CHANNELS I; ll :l ·1 1 1 114•e THRu HOLE ro ACCOMMODATE o .!!. •• .!! :'. 1• GRADE 5 STEEL MOUNTING &OLT 4" X 4" X 1/4" STEEL ANGLES WELDED 14',--\----------TO STEEL ANGLE UPRIGHTS 2" X 2" X 1/4" STEEL ANGLE 6RACE WELDED ---------TO STEEL ANGLE AND STEEL CHANNEL c==~=::::::::::::::=::::::::::::=:::::'.::=:==J+---C4X5.4 STEEL CHANNEL SHIPPING STAND BOTTOM 1/2" = 1' • O" ----------------, -------,--I ~ I : I I T I I I I I I I t i I I I I I I I I I 1 ,' I / I / I / I / I I I I I / ,, ,, ,, / / --~--------~ -----~ L-1 = = H ~II Architectural Graphics Incorporated 2655 lnternalional Patkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Tltle LEXUS o.. 02.18.14 AQI EoR M, SMITH LMcll>nn.r NJC o,_,9r JLM/DLR Project Mgr. B, ADAMS o.-alllgnSpecltlcatlon9 O•nwrtor ■Ext.r1or 0 Single Faced ■ Double Faced □---------□ "-lllumlnated ■ 111um1neted ~ Volta ___ Ampa(+/·) Location -------- Wlndload IO MPH me '09 II . s .. e ! IL e ! ~ ii: i 8 i! ... ~ 1111 I. g & g g f i ~ I ,,. ............... .....,_.,~ _ ... ,_ .. __ ~ ......... ,....... ........... __ .. ...,...., .......... 11: ................. . ............ ,.......... .................. ... ... ,........~ ......... ---------........................... -... N ......,_ .. ,,........ ........ .,, .. ,-1. ... ... ....... ,....... . ..,_. ..... ~....-............................................. -, ............. ,..ulillr le """ ...... N .............................. Code 13365 Sign~ CP0-16-17 ~ C - PQ ,,, 19.