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HomeMy WebLinkAboutPS 12-47; HYUNDAI MOTORS; Sign Permits/Programs (PS)REVIEW FOR SIGN PERMIT P-11 Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov ~~~~~~G ~~t!J!-'f'l DATE 6 .-/ Z-I 7.._ SIGN FEE------------- SIGN PROGRAM FEE-------- 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: "\,UV\00.\ f{\oAQ/S ADDRESS OF PROJECT: 5;;rts Co.v-~\j("11'('~-+~,;~ -rn .-- ASSESSORPARCELNUMBER: ____ ~~--~~-C) __ ~ ___ L/~~~=----- RELATED PLANNING CASE NUMBER(S): ---------------- TYPE OF DEVELOPMENT: (d) Hotel/Motel (g) Theater (a) Residential ~ Commercial (e) Service Station (h) Gov't/Church U) Produce Stand (k) Nursey (c) Office/Industrial (f) Prof. Care (i) Public Park (I) P-UlOS Zone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes0 N~ Specific Plan Number ____ _ VILLAGE REDEVELOPMENT AREA Yes0 NoilJ Requires VR Approval P-11 Page 1 of 4 Revised 07/10 dJP '{-\'U> {lt-J.,.t_ f-t <>f--b.,;(~;::::.. ?--40~ \OtAl 5 1~rJ'\je SIGN ORDINANCE: YesO No~ ~ -\-o r~L COASTAL ZONE: YesD No'gl EXISTING SIGNS: TYPE Pole Monument Wall Suspended Directional Canopy Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes0 NoD Date ------- PROPOSED PERMANENT SIGNS:* d ~4_-~'-\. o\' ().{Q)J, o.\\QJJ.L~+nf .Q.Q~h \ \ \'C\Q.OJr -\;i:.b!~ MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED rtf~. E NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT Pole** Monument** Wall Suspended Directional Canopy PROPOSED TEMPORARY SIGNS: (\\(A MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction** For Sale** Banner **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 of4 Revised 07/10 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 1 I P/L Sight Distance Requirement : I • • I Show building Is • • • I • • • I , : I • • Show setbacks from all cmbs , ___ -f---- I • • I • I I • • I • I Show all property lines I • • P/L I • • I • ' • I ' • • cmb line • • • • • • • -------------- • • (i) Sight Visibility I Street N ame(s) I I North 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 STREET FRONTAGE TOTAL SIGNAGE ALLOWANCE EXISTING SIGNAGE (SQ. FT.) I (}-0 --____,=-...,....,,------sq. ft. ---:-----.-d-'10::___..:.--r~~--sq. ft. -&fl....--..f'--"'1 ~'-!--..;....;~rJ~fl-+-...:;_A-~( .:_I _ sq. ft. REMAINING SIGN ALLOWANCE AT PRESENT !)..Lfo]({ sq. ft. ( PROPOSED SIGNAGE (SQ. FT.) / ceb sq. ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN 5 L{ sq. ft. P-11 /)f1 rJ tf1 Page3of4 r" -l&&7""l..t.k 'S,'-,_; Revised0?/10,..,_, J.L/J ;~.<B5}(2.....= f. t 'r be?·-s-o Ti"t..e..S.,rr--··-<J & 7(.Poe5 por t#JOt.a-L ~S .1 'L L -::;:_ lf1" <{ ¢1 rr,.~ f) r,,/),)5€\ -~ f Gt ..._~ :P•~@~-fb~':r ~~ ,,... Ctlfmu:,T PROPERTY OWNER· APPLICANT NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) ~at--\~ A-\'\~ \ ,,h.r~~~'~s ~~' e:~~ MAILING ADDRESS ~ \ 3 V 1 {\ ~ () '-o rl()rlt ,...s A CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE ~ c ..... ~..:'-'~ CA ~ '2 (,o 1-'3o q '-f. q -~ ~ z. --, I 0 '-{ I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM TH6 REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION IS OF THE LEGAL OWNER AND THAT ALL THE TR~UE AND~ 00 THE BEST OF MY ABO~E! I 0 · JION IS TRUE AND KNOWLED . , . CORRECT E EST OF MY KNOWLEDGE. . "I r· lr,_ cl:b SIGNATURE DATE SIGNATURE DATE PLANNER CHECK LISt: 1. Field checl< by pla'nner. 2. Within maximum length, area. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: •!.. In rightwof-way •:• In visibility triangle at corner 5. Pole and monument signs tc be checked by Transportation Engineering, for vis' ility Issues. 6, When approved r~oute cop ~ Da2;n ~?' . APPROVED: Planner: .. _ ---~ --~ Date: ·-"'"""-!--+-- - P-11 RIJIVI~ed 07/10 Received Time Jun. 11. 2012 2:48PM No.5195 City Faraday Faraday 1216401-1 06/1 2 Tue, Jun Receipt BUSUC Tran Ref 01 Name: INC License #: Amount: Item Subtota 1 : Item Total: PERMITS -PERMITS Tn:m Ref Nbr: 121 01 SET #; PS1 Amount: I tern rtem Tot a 1: : R0088846 2 ITEM(S) TOTAL: Check (Chk# Total Received: Have a nice day 1 @ I @ I . ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Ill Nil I ~Ill ~111~111 ~ lllllllllllllllllilllli 1111111111111 Applicant: MATTHEWS SIGNS INC. Description Amount PS120047 57.00 5285 CAR COUNTRY DR CBAD Receipt Number: R0089946 Transaction ID: R0089946 Transaction Date: 06/12/2012 Pay Type Method Description Amount Payment Check 1608 57.00 Transaction Amount: 57.00 SIGN PERMIT NO. FS ~ 7 -6-?&;/:L PLANNING £___e.~+=---~- BU1LDlJ'Ijt; L------__.1----- AGI Contact Information VIctoria Waxste1n 865·692·1242 ext 253 vwaxstein@agisign .com Customer Site: CA281 NORTH COUNTY HYUNDAI 5285 CAR COUNTRY DRIVE CARLSBAD, CA 92008-4310 HYU0000610 r Site Overview Map [ L 1 l I Customer Site: CA281 NORTH COUNTY HYUNDAI ~-------r:~:·,.,~o CAR COUNTRY DRIVE 4 CARLSBAD, CA 92008-4310 Hyundai Signage North Country Hyundai 5285 Car County Dr. Carlsbad, CA 92008 RBA Job No. 12 4607 SIGN CALCULATIONS Sign Types: HP-49-21-90 Designed in accordance with 2010 California Building Code 16/t?- EXPIRES JUN 3 0 2012 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER Ross Bryan Associates, Inc. 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Phone: 615-329-1300 I Fax: 615-327-4446 SUBJEcT· ...... /r.i:'u.uBJ¢i:;. .... ::' .... &../>..b..M..; .... 0.\.......... (j ROSS BRYAN ASSOCIATES SHEET NO ... Itf..~?.:.U.:': ..... J.. OF .... ~ ............ . ?................................................................................................ li ENGINEERS JOB NO .. /f··~<&?. ................................. . FOR .... .Air:r:: .................................... BY .f).Jt/J............ NASHVILLE TENNESSEE DATE ... !I/~../f.'? ....................................... . -•. I v ("'" 5[:., [J 0 '1 ~!u. 'I jli=======::::::::=:=r!!l I ' I I I I I I I I 1-----! ~ I f I : t_Jrjl~--~-~·--/r ~' "l.LAJ~ : ~-=: o. r:x>Z-5& ~~ ku tJ fl"' 1: ~ :: {), l ( (CJA-H-=-?I. IS' I ~ c.) ~:o /. D If<: lftJnp~ ~ ~ O,Sf) .I-= t. 0 D ;-(6,0~p.F P/Jt:: o C-S-/3./s ~ !£~~ tJ /I lj-~f2. ~ 5/1):. J.O Pj~ ;> tl.) f6-~ 1-~ zt.~(~.oz'f_:v.ri) "= t.f.f ~;,s St;-x~~ · V= IJ, ~ s 1c < 'i./kftr (sa-TllJ>. ·.s f?r.. S~ ~ C-ett· fu -f7:o4 s --.~ / w~ o ~.,f-0 uJJ'/1? ou DE3:JZ..AJ _C;A1, . J. , "DesignMaps·" Summary Report https://geohazards.usgs.gov/secure/designmaps/us/summary.php?templa .. -USGS "DesignMaps" Summary Report User-Specified Input Report Title Hyundai -Carlsbad, CA Wed April 4, 2012 20:10:37 UTC Building Code Reference Document 2010 ASCE 7 Standard (which makes use of 2008 USGS hazard data) Site Coordinates 33.15809°N, 117.35059°W "Carlsbad, ca" Site Soil Classification Site Class D -"Stiff Soil" Site Risk Category Risk Category II -"Other" USGS-Provided Output Ss= 1.161g 51= 0.445 g SMs = 1.202 g SM1 = 0.692 g Sos = 0.801 g Sot = 0.461 g For information on how the SS and 51 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.43 1.30 1.17 1.04 0.51 'ill D. 7B -8l O.G5 0.52 0.35 0.2G 0.13 MCEa Response Spectrum 0.00 +----t--+--+--+-+----t--+--+--+--l 0.00 0.20 0.40 O.GO O.BO 1.00 1.20 1.40 l.GO l.BO 2.00 Period, T (sed -a -" !II Design Response Spectrum 0.50 O.lll 0.72 O.G3 0.54 0.45 0.3G 0.27 O.lB 0.05 0.00 +----t--+--+---+-+---1--+--+---+---l 0.00 0.20 0.40 O.GO D.BO 1.00 1.20 1.40 l.GO l.BO 2.00 Period, T (sed For PGAM, TL, CRs, and CR1 values, please view the detailed report. 0 Project re!· Hyundai-Carlsbad, CA Ross Bryan associates, INC SEISMIC FORCES (ASCE 7 -05) Site parameters Site class D Mapped acceleration parameters Section HP 49-21-90 Calc. by DHB at short periods Ss = 1.161 Site coefficientat short periods Fa = 1.0 Spectral response acceleration parameters at short period SMs = 1.202 Design spectral acceleration parameters at short period Sos = 0.802 Seismic design category Risk category Seismic design category (Table 11.6-1 only) Approximate fundamental period Height above base to highest level of building Building period parameter Ct Ct = 0.02 Building fundamental peiiod T = Ta = 0.197 sec Seismic response coefficient I Date 4/4/2012 TafoLe 15. 'i -I ; S 7:;(,)/5 t£ &::t-,~_.-BCA!<J)_s Response modification factor R = 3.5 Seismic importance factor le = 1.000 Seismic base shear Effective seismic weight of the structure Seismic response coefficient Cs = 0.229 Job Ref. 12 4607 Sheet no./rev. /fP-49~l-f -l .. f l I Chk'd by I Date App'd by I Date Tedds calculation version 3.0.01 at 1 sec period at 1 sec period at 1 sec period at 1 sec period II D hn=21.15ft S1 = 0.445 Fv = 1.6 SM1 = 0.692 So1 = 0.461 Building period parameter x x = 0.75 Long-period transition period T L = 8 sec Seismic response coefficient Cs = 0.229 W = 3;6 kips Seismic base shear V = 0.83 kips ( SUBJECT .... /i;t..<.v.r..o4£: .. ::::.w/s.ft.J.t··(<'f.t........... _A ROSS BRYAN ASSOCIATES SHEET NO .. l:!f.Ht.U .. :". . . OF ...... , .......... ;~~·:·."Ai2E:::·.::·.::·.:::·.:::::::·.::·.::·.·.·.:·.::·.:·.·.:·.:·.·~;··.!S.N/J.:::::·.:::::· IIi NASH~I~~INE~~:ESSEE ~~~:.~·.1~1~~.·.~·.~.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. Lo A;f2l::N &-: lJ L -® / 0. 1. o~s:e_,1-"' )/() 4, ar u.,f-0 aN OAJ ~ .>rot:. &J, :: tJ, r; Lu .~( (9 .o~j ] .. -!JS; 'G ri~ l4&Jw AAA-rfl CA t.r/..JMN LJ],: 0)3 L0l/5p-rt (7.n)] =-GK,;Stlf w:l ,_ ZL r;,_sF (1. o~') :: /9), 93,1( @_. MA:!pv {Al.~AVV DL = 12p ~ ( Ci. o ~) :: 9/, 12plf @.... 1/ &"({ rxc~s C.tte---uc PRAMt1 UN JJ : {_s e!'-v/u-L--oetl.s ) ,~d~~,~~~~-Y~ PY ~1~7tf ~: ?~q• ft11 = h 9'J.,.1c.~ ll< H I IJM ,_ PwM. ~ Z/1 "L(tl) J .: f- Qf (h., ~ /l.s-.l;_k ~ )~ 6'6/c ~ ';: 0.6(?o{.7D>{?It'fX)) :: 8,JSt ZL"~ ~"~ WG<-o~ fwJJJ. ll5~Z1.:s- ~ '!:> i),i6 {c ~ ' ~ Fu.Rt: J!,~:,-ve<-~~ "' ~~(ft .. )"" ()Jt7,~ p wdJ ~ 6;/~!z.) ::; /0. {_,k f/1 :: o. 6(/ox~.w., (J(} '"J 7 Z "/, s?tc > jL. /0, 2-lc Ole. f/I!J-Ceff. " ~. ~( 3/r,) c O, r J1 '~ -§t ~ 0, 6 (?6'J.,';!_ 'fJ, ~ ,_ /6. f) I< > '({), z_.lc ...... - Ole. @_.. /O;cfo -== ~, Job No Sheet No Rev 12 4607 Hf4f-2l Io It-q -r-~ -Par1HP 49-21-90 Software licensed to Ross Bryan Associates, Inc. Job Title Hyundai -Carlsbad, CA Ref By DHB Dateo4-Apr-12 Chd Client AGI File HP 49-21-90.std j DatefTime 04-Apr-2012 15:05 Job Information Engineer Checked Approved Name: DHB Date: 04-Apr-12 I Structure Type I SPACE FRAME I Number of Nodes I 14 Highest Node 14 1 I Number of Elements I 18 Highest Beam 20 1 I Number of Basic Load Cases I 21 I Number of Combination Load Cases I 21 Included in this printout are data for: I All L The Whole Structure I Included in this printout are results for load cases: Type uc Name Primary 1 DEAD LOAD Primary 2 WIND LOAD Combination 3 SERVICE DL + WL Combination 4 1.2DL + 1.6WL Pnnt Ttme/Date: 04/04/2012 16:02 STAAD.Pro for Windows 20.07.04.12 Pnnt Run 1 of 1 ~~ Job No Sheet No ~v ' ~ 12 4607 IY'1~~ l-1 -fLo?_ PariHP 49-21-90 ' Software licensed to Ross Bryan Associates, Inc, Job Title Hyundai-Carlsbad, CA Ref By OHB Dateo4-Apr -12 Chd Client AGI File HP 49-21-90.std I Dateffime 04-Apr-2012 15:05 ~----____ 6 ____ -------, :4 13 ' i r-----g-----· Ti ___ , I i :3 i2o :12 ; ' :e·· --8---j---16 ,,~ I ! ' C2 119 i11 ;a-r--~-' -1~ 11 i18 !1o ! BEAM NUMBERS Utilization Ratio (LRF[)) Beam Analysis Design Actual Allowabl1 Ratio Clause uc Ax lz ly lx Property Property Ratio Ratio (Act./AIIow.) (in2) (in4) (in4) (in4) 1 HSST6X3XO HSST6X3XO 0.001 1.000 0.001 Clause 02 4 2.930 13.400 4.550 11.100 2 HSST6X3XO HSST6X3XO 0.158 1.000 0.158 Clause H1/2 4 2.930 13.400 4.550 11 '1 00 3 HSST6X3XO HSST6X3XO 0.381 1.000 0.381 Clause H1/2 4 2.930 13.400 4.550 11.100 4 HSST6X3XO HSST6X3XO 0.394 1.000 0.394 Clause H1/2 4 2.930 13.400 4.550 11.100 6 HSST6X3XO HSST6X3XO 0.015 1.000 0.015 Clause H3 4 2.930 13.400 4.550 11.100 7 HSST3X3XO HSST3X3XO 0.496 1.000 0.496 Clause H1/2 4 1.890 2.460 2.460 4.030 8 HSST3X3XO HSST3X3XO 0.259 1.000 0.259 Clause H1/2 4 1.890 2.460 2.460 4.030 9 HSST6X6XO HSST6X6XO 0.464 1.000 0.464 Clause H1/2 4 3.980 22.300 22.300 35.000 10 HSST6X3XO HSST6X3XO 0.001 1.000 0.001 Clause 02 4 2.930 13.400 4.550 11.100 11 HSST6X3XO HSST6X3XO 0.264 1.000 0.264 Clause H1/2 4 2.930 13.400 4.550 11.100 12 HSST6X3XO HSST6X3XO 0.654 1.000 0.654 Clause H1/2 4 2.930 13.400 4.550 11.100 13 HSST6X3XO HSST6X3XO 0.667 1.000 0.667 Clause H1/2 4 2.930 13.400 4.550 11.100 15 HSST3X3XO HSST3X3XO 0.775 1.000 0.775 Clause H1/2 4 1.890 2.460 2.460 4.030 16 HSST3X3XO HSST3X3XO 0.419 1.000 0.419 Clause H1/2 4 1.890 2.460 2.460 4.030- 17 HSST6X6XO HSST6X6XO 0.758 1.000 0.758 Clause H1/2 4 3.980 22.300 22.300 35.0001 18 HSST10X10 HSST10X10 0.807 1.000 0.807 Clause H1/2 4 8.960 141.000 141.000 220.000 19 HSST10X10 HSST10X10 0.641 1.000 0.641 Clause H1/2 4 8.960 141.000 141.000 220.000 20 HSST10X10 HSST10X10 0.317 1.000 0.317 Clause H1/2 4 8.960 141.000 141.000 220.000 Pnnt T1me/Date: 04/04/2012 16:02 STAAO.Pro for Windows 20.07.04.12 Print Run 1 of 1 ~~ Job No Sheet No Rev ~ 12 4607 Hf>'-1~/v -J_ot q Par1HP 49-21-90 Software licensed to Ross Bryan Associates, Inc. Job Title Hyundai-Carlsbad, CA Ref By DHB Dateo4-Apr -12 Chd Client AGI File HP 49-21-90.std Date/Time 04-Apr-2012 15:05 Reaction Summary LJ.e.t-Vt~) Horizontal Vertical Horizontal Moment Node uc FX FY FZ MX MY MZ (lb) (lb) (I b) (kip"ft) (kip"ft) (kip"ft) MaxFX 11 3:SERVICE Dl 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Min FX 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MaxFY 11 3:SERVICE Dl 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Min FY 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MaxFZ 11 3:SERVICE Dl 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Min FZ 11 3:SERVICE Dl 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MaxMX 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MinMX 11 3:SERVICE Dl 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Max MY 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Min MY 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MaxMZ 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 MinMZ 11 3:SERVICE DL 0.000 3.23E+3 4.2E+3 45.528 -3.243 0.000 Pnnt T1me/Date: 04/04/2012 16:02 STAAD.Pro for Windows 20.07.04.12 Pnnt Run 1 of 1 ( ( suBJEcT· ..... Hr.4!!.DA;:J::. .... ~ ..... I ... ~I!~J.;..r::cr... A Ross BRYAN AssociATEs sHEET No .. He~.I.:::4J .. ~ .... ~ .. oF ..... G ........... . :~~·::::Er.i~::::::::::::::::::::::::::::::::::::·.:·~;·:o.R8.·.·.·.·.·.·.·.:·.·.· 11i NASH~I~L~INE!~!SSEE ~~~:.~.·.·.·.4l;)/;~.-.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. ' SE ((' U:lX./}: L.ovto > i ro.JL--:: 1-f. z'<. JJ :: 1-/S 5'3 k . ~ .I" I'-) 1--• Tt-11-.: tt~~ :::t,(t~) ~ Irs-/;( k < Z I 6 ~ ~K ...,-" I 'l> ~ l ~J ~ fA :-~-it f J.,--z/..( (t~) , 1, ~z 1c < /'{, ?t· g__~ lj)J ~~ 1'1 lf (Jz,7 J f2GG-b f>£1/eLJ:JPM&/r t-iJ.R. #ct(oll. -~~ ovV #6 f<et?.AA n . -fJ 4 ~(;. ~ Yi: ]-' Xt1 L"~() .ffc: ("".;:"'") Of, (}!..£ J#5~ I Gkr~ ri) )Vll ;;; /, 3 <r e.-::-,, 0 tt~ :0 o, 6 JJ ~ f<z;'-'-Ml'!lt~t1-M G~l Dt'P/l! 7e: fi1tt-~ z( u;-,II'Klf) ~ IZ! ~~c, t,..,·, " . / ic, ~,() -;-1. o < 1 '" , 0 V~xl1Sit.nJ ( -:j" kg:; 0 Ct.. -r 1Gb' ::-4,0 ~ ( \ SUBJECT ..... W::y_uN.D~ ...... ~.4c:f~.~~ ... ~..... (j ROSS BRYAN ASSOCIATES SHEET NO./V.:1~7.!.! .. ~ .... ~ .. OF ....... ~ ........ . . :: ............... ~·····················································.····.~~·········· li ENGINEERS JOB NO .... .(f:·~·(R:C!:.l.. .......................... . FOR ... ~ ... ![; ...................................... BY .. f2.~............. NASHVILLE TENNESSEE DATE ....... LJf .. 'J./ .. u .................................... .. Ctr:~~a .u -3 L 6 ~ cf; k !o ~o i>tc'P c1" tJ.. l+)tr ~) t~ "2-.31.( p S;.S A-~~~ 2,1 d-= qJs' c 1 o'~ D 0? - )A ~ tts; 5]6 Ft . ft. f-.; 1-flOO tr t,~ -/)-~ /0. ~ S, :: Z (rwfSf/P!-)~)~ b{7 b::: 3~5 1 ?(,)(V(j ~(,. s :> ~. ~J9t (ZJ):l ~ '!zr;y(~ ~ ~M~~ ~ o.6(f:JtfZ;;;'f.?z7'tV ~ 1tJ.1Ltc·ft-> 1.6(45:tV=-?z.s-J~c~~ ~~ - U st k""" '" -tJ. Oao ( I'J~;;:j= 6,. 7 3 1'-r ~. lJt?R n:c..-A:t: St,.AA; ?'~ 5''-c 3~v~ yt3 R:1!:&-p ;f-• Z.0 P~.r~ ~. S: ~(Jt,)h ~ 1&?72..-,~) Qe_ - s; ~ 2,(1 ooX'/J~ J.ff:3 b~ ~85 t/JJt,. -~ IJ. 6 (~X~ )19 )i1 ~~. ~ b3Y[c · ~t-> f7 z. ~~.: · p;._ otc. rr ?( (<1)0) - UQ:: ~ .... ~ : a.oo1s-( e7XJ§)-=-6(6.)76~~ ~ z., ~z;~ 1-Pet< f:A-Gtr ? -Jr6 ~S A-s~ Jwo~/11 ~ > l-, ~l-~ ~ ~ LeJJGf?t:Vll f3tte"''r14fu"C .~ AJV~ ~n /;.~IJe."U ::-Z'1 ~~ ~ > h_ -/&f. ($Q.. P""'' sAee#) ft<oJ.A. kr -:J./ff-0~ / b.S, Z ,1.1.. rkslf" ~'lreA71t? tJt an.r.tJv 6'k91 OVl k ~..__~ 1 l'etU..v ~ {.j)A~ b~!co~f1 w~~ 0.,~ I~ ~o~t ~ftt IS ~~ .. eco E01 1- JltJI 12 t ttziTW:t.;;:~:-.:::3 NIA '(•J!> Customer Site: CA281 NORTH COUNTY HYUNDAI 5285 CAH COUNTRY DRIVE. CARLSBAD. CA 92008-4310 f ., .... • , e m E02 AI 1- ~ HYUnDRI ' *~ 13 r ecommendati N01 14 u::.totner Sito. CA281 NORTH COUNTY HYUN0/-\1 5285 CAR COUNTRY DRIVE CARLSBAD, CA 92008-4310 f '\'I t'" f' n l ltftO pl\~ ~\ ecommen ~ - tHiW Install · w) .. £$-!!iL~,;Ji!:r., ~ Logo L;;= : ·::- ' 15 .. ecommenda N03 -:-__ (t ~~ . c.Y ~~~~, 16 CustomPr Site: ~A281 NORTH COUNTY HYUNDAI 85 CAR COUNTRY DRIVE ARLSBAD, CA 92008-431( ecommendatto E03 Afl&r ~tllrli)Vtl tmd lntt.Jil -~ 1!10 '\ViE I ...,VI ~d-~~~ 17 -~ ------~ -,&.,.__---.. • w;tonwr Site CA~R1 NORTH COUNTY HYUND 28~5 CAR COUNTRY DHIV CAf~l SBAO, CA 92008-431 ___...-? qo~ ~~~ ecomm ~ - 18 nda E04 ecomm ~(/ -1~ 1 ( 19 ndatJ !E05 • -·--· -·· --------------------------·--· r FASCIA SIGNS 14'-9 !11&" 1 10.36" 42.24" 7.73" 106.93" 10.36"1 I I I I .----- ~[ @HYUnDRI HF-SM 38.85 sq ft ~-------·---___, Site ID: Hyundai CA281 610 Drawn by: MAR ~II I AGI Rep: JWB /-HYU11DRI ' Scale: 3/8"= 1' Date: 4/6/11 20 --, ;;;:..~::-:;. '-_.:: -::::7 :.....~.-:: I ,__.....,....._ • .., ... Mgfltl....,... ... _' .... ..-t,.,.,,...".llt·~~. I -~ ,...l:l.,.'ll\1 .. ';or • ~~~~.)ltd !In 1'8C. ......... ., .... -.. .... '''"' Noc.._. ~ ~ ... ..,_. ...... ...._ ..... ~ ' ::::.; ,.==-:.;.!; =0.-.. ·-~~fl ':r.: t ·~ _..,....,....,., .............. ~ ...... ,.... "'t. I ...,.-.ec-'..,..._... ........ -.t'-h.._,.,..IIN ~nnoo-.,.. .......... -~A. Architectural Graphics, Inn 655 i11lemorr.>~"-Cll rt-.... ~,. '/irum•-~ Ueod·, {t, l' b :·Hr:'Nf.: i,H :r! .JJ"".J9U(\ I g.;. I " n A(..·)tgl~ c - -... --. __ ._ --=-· - BLUE SERVICE CHANNEL LETIERS 11'-3 3/8" --------1 ~[ Service]~ 23.7 sq. ft HBL-24 SB-18 ' I -----t Site ID: Hyundai CA281 610 I Drawn by: MAR ~II HVUnD.Rt . AGI Rep: JWB ~ : Scale~ 3/~"=1 ' Date: 4/6/11 22 f'NI~I.ti"•I .... P,..,.>t1l' .. \o~ Ornhk•. t.-, ...,,J • 111••191'1, ..,........,_,.......,., ~~-~ .... U.:e ~,. ....,4rh .• UN.,.._ -:t~ '"""'_.~"' U Ill •llfl•"n•• •.n.·k: r ·-·~ ""'-t!">oiV\illl, ,.. • L~ .,._.,, "'" ....... ~ . ., --~ '* ,__ --~-...... tt.4 .... ......._.. ...... ~ .. .... .,q...,,.,....,....,.l" .................. -· -=•nta ...,.....,. M """'' -~ •~ co ...,. •-• .-c .............................. _".........__ ,..., _..., ··--· .......... .,... .... ~o:(ir.,...r.;led :., ..U..r P"IM~ts -------..J.. Architocturnl Grophr , lnL PYLONS Dealer Name Text will vary. ~ffi(< ~~ Site 10: Hyundai CA281 610 --Drawn by:-MA_R =-=J AGI Rep: JW~ ~.~.~.:::: -:.· =~ :.::-.:::: I ,_lluctiwo. _ _...,...,.,.w,.~....,. ... -r -~ ,~ "" .. _,.,,, ... , ...... ,. ~ ,.._.l\llfllp., .... I~,_,,.._ .... 1 U _ ' tfMI -. ......... .., •••tttl .. Ultil ttM.-eM ....._.. Scale. 3/16 -1 __ .................. _, __ ,- ~.,.......,,.,. ... ..,.. ...... ,,,.,. ......... ,bl -·-cewt1...e.~lorol'flr-•9fM .. ..,p,..,..., D t 6/2 8/11 ~.:.-:w :..=:: :c:: 7. --:..·:::;: ": a e: ~..--IM~,.,otwt ... ---HVUnORI 21 HP-49 -21 48.50 sq ft ~ 5Lf,~O p ~~~ Architectural Grophlcs, Inc 26,S51:(:llfM.11t~;,ql f'l·-~,·~ Yl!'\il"'n ~~u,l· . .fA .c~.,.,. PH~t:: (''\7: J1~-vxx. h~ r ~1'i A, .. ·t,., ·J..~~~~c.:m niPFCTtO ~ Text and arrows will vary. 1 r •'" ,.... 1 r ~ WI.,.. -~-----• onr ;.'J: ,,... ( _.1 ,., .,... C l ,. •• Ill"' a i<l ~ I !I , sl ·; rr} •· '~u_ 1~· .• 1 b: • i -~ ii ... ... •j._ s '...L HD-36 Site 10: Hyundai CA281 610 HYUnDRI TYPICAL SIDE VIEW • ~II T -· ·--- ' Drawn by: MAR -·----t---AG( R · JWB ~ ,.._, ,..,._,.._,.,.,~.,,.~·-G ~ ep. , .............. A"" •• .......... _,_,_,..... !' Ar...t,,·t-cctu-1 raJ>hlcs ,,,._ 111~*'-.... •MI.....,....,.tsu_._............ \.oOI IU t • --eJIOir•ot•.'~-1 , • ..,. ....... H· b ,.,..,,,~, .u-.d~r ._..,.., • .._.., ,,..,tlelw.h<ttr. * I --.&fit pW'I>eW. ><•d I 3/411 1' 0" ,.._., .. u-~,.-~,~.~ 1 Sea e: = -..... ~.., -.. lW'. thai ......... ~ ~ ""'!J. l ~,..,.......,, .. ~ ......... Oiiri...-L.ur<ll:r .. _____ ~ --otftl ..... r ......... 1., .,., --Of to ...... ,.. .... t ~.-... ,_..,.,~,...,......,.,..,. .. .,... .. ,,.,ta .. tl:vo.t- 11/29/11 ................... DK ....... , .......... L Date: 1"'"""' ......... '1\ ~ r-~ ------23 11'-2" 3' ·10 718" 10" 6'-5 1/8" ,--:::;---::-::-:_:::::~-----~s , ..... :......... ,' ,' ,,' r ... ',, ,' ,,' ,' ,' , ...... ' / ',, "\ -,', / .. ______ , \ \ i!) e If I I 1 J I \ \. ,/ .............. --... , ,/ ,,' ,/ ~ ' ' I ,,.. I I ' ' ' ..... : ... ' .,,...... ,l ,,' ...... ,":,.,' ............ :::::::::~:: ___ ~:: ......... ... 0 (\I (~) ~2~?,.NT ELEVATION (BLUE) • ..------FA~RICATED ALUM. CHANNEL LETTERS W/ fKE·EINISHEP R.ETURH5 TO MATCH PMS #288C '~LUE' ~ TRANSLUCENT WHITE #2447 IMPACT MODIFIED ACRYLIC FACES WI SURFACE APPLIED DUAL COLOR VINYL :3M #36:35-12549 '~LUE' & ~LUE TRIM CAPS n SIDE VIEW 1/2" = 1' ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title HYUNDAI MOTORS Sign Type HBS-18 Drawing Type ELEVATION Lead Drafter ELB Drawn By DLRIJLM Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o ______________ _ 0 Non·lffumfnated • Illuminated • 120Volts 0 277Volts o __ _ • U/L Listed __ 1 __ Amps(+/·1 ___ Amps(+/·) Amps(+/·) 0 Non U/L Listed Location ------- Wlndload 110/130 MPH IBC 2006 Area 41.47SF Weight~ Lead 0 Engineer T'tW document .. 11M •ole property of Architect..,.., Graphics, Inc. ,and an dasl11n, manufacturtn1, Npf'Oduc:tlon, UH and .... ,...,,. ~rdlnt lofMo NfM _,.. e11P,.HfV totbldden. tt 1:1 submitted under a contldentW rebtJon.-hlp, for a aped•• purpose, 8nd the rectplent. b,-KcepUng tt.• document .. awnea cu .. ody and qrMS tNt thft document will not be copfect or reptocluced In whoa. or In part. ncH" ft• contents NYellled In any manner or to any porwon a•cept for the P'"JMtM tor Whkh h WN t~, nor anr apaclal feat"'" peculiar to this da•ign be !nco~ In other projects. Approved By --------- Date Approved Code Type 11058 c Job Number Sheet Number Rev. HBS-18.1 NOTES: 1) VERIFY MOUNTING CONDITION. 1" JEWELITE TRIM FASTENED WI #6 X 112" LONG S.S.P. H SHEET METAL SCREWS @ 1B" O.C.-MIN PER LETTER • "ff* a J / ' IHIII L71 .040" ALUM RETURN STAPLED TO ALUM BACK -----IH--~ ZINC COATED ~I vr ~ sTEEL RIVET NUT II •ld 1 1 Is 1 )( I STEEL HARDWARE AS REG -SEE CHART WOOD BLOCKING AS REQ'D. BY INSTALLER II ' Ill I I I I·' I ELECTRICAL JUNCTION BOX AT EACH LETTER CONNECTION AS REQ'D. BY INSTALLER II 11111 I I IMPACT MODIFIED ACRYLIC FACE -SEE CHART FOR THICKNESS •I 112" LIQUID TIGHT FLEXIBLE CONDUIT PIGTAILS II < .063"ALUM. BACK -PRE FINISHED WHITE INSIDE II 'it!ll AGILIGHT SIGN RAY2 CORE SERIES LS-CORE-65K-GI WHITE LEDS ----H-------... CARLING TYPE EXTERNAL .4· :;-· / - DISCONNECT SWITCH ~ ..__ __ __.7 2" X 3116" SPACER WI 114".0' HARDWARE AS REQ -----1+-----------1+-l!l-hl-'-1------+1 114".0' WEEP HOLES J' I n 1111 IU UR TI<ANSFORM=~U~~ WI LIGHT SHIELD (AS REG'D) J I, ~ l ~~~I ,41' ,. ' 112" X 6' -0" LONG FLEXIBLE LIQUID TIGHT CONDUIT WHIP TO OWNER PROVIDED POWER SUPPLY II v E 2 ) SECTION VIEW HBS-16.2 N.T.S. ~ !iQIE 1) THREADED ROD WILL BE PROVIDED STANDARD -ALL OTHER HARDWARE IS TO BE PROVIDED BY THE INSTALLER AS REQ. 2) DESIGN INTENDED FOR NOT GREATER THAN 2ND STORY MOUNTING-HIGHER ELEVATIONS REQUIRE REVIEW ACRYLIC LETTER THICKNESS 1B" .125" 24" .125" :30" .125" 36" .150" 4B" .150" ~II Archit~ctural Graphics Incorporated 2655 lntemational Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title HYUNDAIMOTORS Sign Type HBS-18 Drawing Type SECTION Date 08.23.11 Lead Drafter ELB Drawn By DLRIJLM ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o _______ _ 0 Non-Illuminated • Illuminated • 120 Volts __ 1 __ Amps(+/·) 0 277 Volts ___ Amps(+/-) 0 ____ Amps(+/·) • U/L Listed 0 Non U/L Listed Location ---------- Windload 110/130 MPH IBC 2006 Area 41.47SF Weight~ Drawing Revisions Date Change ~ ctocument Ill the Mia •ropef't)l or Archtt.ctural Grephlee, Inc. ,•nd ell deslwn1 rnenufecturlng, reproduction, UM and N le rights reprding U. .. ,. are exp,.. .. IV torbkkten.. tt h eubmlned under • conndenu.J ret.tfonehlp, for • apec .. l purp_.. and ttt. .-.c:lpient, br ~•pUns~ tht. document a .. ume• custody and egreu V..t thl• document wll not be copied Of' reproducM In whote or In p•rt, nor Its ~t.ntt: I'MI'ealed In ony INinncr or to any person o:w:~ lor the pllf'POM tor whfch H w• ten~. nor eny s.pec:lat te•tu,.. poc:ull•r to thTa dealgn bo ht<:orponoted m ou..r proloc:ts. Approved By--------- Date Approved Code Type 11058 c Job Number Sheet Number Rev. HBS-18.2 60WPOWER SUPPLY I ,.--:::::;:--~~::::::::::'',, , ,' , , -, ...... ,' ,' , I ,' ... , I I I I ,, ,., ' I I f ,, I ' ' rn : I I ' ---I ' ' I ' : ,' ... _......... ,' '\ \ \ \ I I l I \ \. ,' ........... --... , ,' : : ' ... , ....... / ,,, ... ' : ,' ,' ,' ......... ,=' ,' ,'' ......... :,' •,, '.'.·,':.·:_·::::~---: :::::::,, 11 ~cs, 1--\~ .... WW/, m© ... , \ I I I \I I \_/ 9 4 6 4 7 n' ·--\~ .... 9 H-S-18 LED LAYOUT 112" = 1'-0" ~ TOTAl: 50 (.70 AMP WI LOGO) t:!.Q1§: 1) LOGO SHOWN FOR REFERENCE ONLY REFERENCE DRAWING H-L FOR LOGO DETAILS 2) ARTWORK IS FOR LED LAYOUTS ONLY -REF DIMENSIONED ART FOR ACTUAL LETTER ~II Archit~ctural GraphiCS Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427 -1900 Project Title HYUNDAI MOTORS Sign Type HBS-18 Drawing Type LED LAYOUT Date 08.23.11 Lead Drafter ELB Drawn By DLR/JLM Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o _______ _ 0 Non-Illuminated • .....,lnated • 120 Volts __ 1 __ Amps(+/-1 0 277 Volts ___ Amps(+/·) 0 ___ Amps(+/-1 • U/L Listed 0 Non U/L Listed Location --------- Windload 110/130 MPH IBC 2006 Area 41.47SF Weight 120LBS Drawing Revisions Drawn By I Date Change .& 11::.. ~ L4 £ ~ & ~ LID. -& &. lNI ~t .. the .... ~ ., An;;hMc; ...... Graphics, Inc. ,end all 4est,n, M*ft .. tacturlne, Nprodue:tlon, uM end .... ffthtt reprdlne the aatna .,. e:xp,. .. ., lroft)td4en. R .. submitted under a contldentW ,...tloMh..._ for • .-ct.~ ....,....., end the Ndplent, bf KCeptine ...... document ....... custcHity .net .. ,... tNt th'-docu.tMnt ... not be copiM Of ,.p.oduc;ed 11'11 whole or In p•rt, nor n. cent.nts ~ In any ,...,..,. or to •RY per"'n PCeJPttol'tt.e ............ Whkh .. _.........,,.... ..,-.,.c.&al t.•t_... peculiar lo thte d"l9t11 lte lncOfltO"Ited In othw prvfects. Approved By --------- Date Approved Code Type 11058 c Job Number Sheet Number Rev. HBS-18.3 lftflJII Archit~ctural Graph1cs Incorporated 14'-9 5/8" 2655 International Pal1<way P.O Box9175 O.A.W. Virginia Baach, VA 23450 (757) 427-1900 EQ. 3'·6 5/8" 713/16" 8'·113/4" EQ. Project nue I ~ I SYMBOL MARK 1 LOGOTYPE HYUNDAI MOTORS Sign Type HF~SM Drawing Type D n I r-r--' ' / .--ELEVATION "' ~ "' ~ ~ D D ~ < Date 04.01.11 ;:: :i ::::: l: ::::: < t<) .... (I) t:-~ ~ 0 ~ I? 8 u l\1 l: L AGI EoR M. SMITH ;.. >-;.. .... If) u L Le.d Drafter ELB -L....-./ L....-Drawn By DLR \ Protect Mgr. J. MUNSEY General Sign Speelflcatlons ~ L FABRICATED4MM ACM 0 Interior • Exterior CLEAR ACRYLIC (SYMBOL MARK S05) & (LOGOlYPE L05) • Single Faced D Double Faced 0 W/2ND SURFACE CHROMED FINISH BACKED PRE· FINISHED 'HYUNDAI BLUE' WI TRANSLUCENT WHITE ACRYLIC 0 Non-Illuminated WI SURFACE APPLIED DIGITAL GRAPHIC • Illuminated • 120 Volts J,§__ Amps(+/·) c HF-s~.1 ) :,~~~:ELEVATION 0 277 Volts ___ Amps(+/·) Amps(+/·) • UIL Listed D Non UIL Listed .,. Location r I Wlndload 110 MPH liB~2006 Area :K!-~iE Weight 280 --Drawing Revisions Drawn By Date Change & DLR 11.14.11 UPDATES I & ELB 11.22.11 UPDATES & & & &. & £ &. &. & '""-~ laiM .... propertr ef Atehllectur .. ..._ ... __ .. ____ NprMuctlon. 111M ..,. .... fillhta ,...,..,. the UfM we •xpn-'Y foiWdden. k Ia .ubmttt.d ...., • confWeMW ...WioMhlp, for • .peclal purpoM, IMMI the recipient, by 8CCepttng thl8 docu.Mnt .. "'""" cu.tody _,...,...that tiW ~ wll Mt IN copied., ~41n whole ... .,. part...., ftl ~ ,._.._. In ...,. __,.,.,. ... to _.,. ,.,..eN~ except tw the purpou tOf' whkh II w .. tancltNd, nor •nr specW fe .. w•• ,.cua.r to th,. dHiogn be lnoorpor•t•d In __ ... Approved By M. SMITH "-Date Approved Code Type 10381 A Job Number ( HF-:M.t ) ~!-~~-VIEW T.B.D. Sheet Number Rev. HF-SM.1 A 14'-8 7/8" 6ACKPAN 115/16" 14'-5" 115/16" MOUNTING CliP 2'-47/16" 10'-0" 2'-4 7/16" i Of LIFllNG EYES q_ I I 0 0 ,..____ ~ '<? . ---------------------------·--·--·------·---·--------------·------------------------ ~ ,~ ~ ::::: .... ... ~ ;; ~ (\1 -· < ~ (\1 d) <1\ UJ 6 J: ~ ~ ::l 0 :::0 ,.-----r---=--=--=-=--=----... ,. ..... ---7 -) ' ..... / /,. / / r--" // I ( _.,.. I'<' I ( I -----------I \ \ I I I I \\ I ---.. I ); \ I ___...--) I '-.. '-I ,.' I // "-..J / _) I ,./ / -... ( I ,..-/ ..... -t---/ ................ _ ----_,_- r -l r-· I I I I I I I I : L ___ J : I I I r---l I I 1 I I I I I I I I I L_J L_...J ,-, r-7 \ \ I I \ \ I I \ \ I I \ V I \ I \ I ~ ( I I I I L_.J -., r-1 i I I I I I I I I I I 1 1 I I I I I I 1 1 I I 1 _) I : L __ ~ L _____ _ i------ : ,--~ I I l I I I I I I I I I I I I 1 I I I 1 I I I 1 L_J I I L_...J ~--;~~~~ ~;==~--: I I I I 1 I I I I I I I I I I I I I l ___ .J I I : I I I I I _) I I ~---l I I L __ ~ I I I I I I I L______ L_J L_...J r--, I I I I I I I I I I I I I I I I I I L_...J ----------------~t!-~ 7 -------:J . ~ ./ ~ I I I I i 1'-4 7/16" i Of MOUNTING HOLES 4'-0" i :3'-9" i 4'-:3" i 1'-4 7/16" c HF-s!.2 ) ;,:.~~~!.URAL ELEVATION OUTLINE OF MOUNTING CLIPS 7/16"/lJ THRU HOLE TO ACCOMMODATE :3/8"/lJ MOUNTING HARDWARE W/5/8"/lJ H.H. NUT WELDED ro 5ACK TO ACT AS SPACER ~rll Archit~ctural ~I Graphics 1 Incorporated 2655 lntemallonal Parkway P.O Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HF-SM Drawing Type STRUCTURAL FABRICATION Date 04.01.11 AGI EoR M. SMITH Lead Drafter ELB Drawn By DLR Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o ______ _ 0 Non-Illuminated • Illuminated • 120 Volts J,§__ Amps(+/-) 0 277 VoHs ___ Amps(+/·) Amps(+/-) • UIL Listed 0 Non UIL Listed Location ---------- Windload 110 MPH /IBC2006 Area 38.85 SF Weight 280 Drawing Revisions Drawn By Date I Change & DLR 11.14.11 I UPDATES £ ELB 11.22.11 I UPDATES L£ £ ,& £ In £ £ .& & Thle llocum•nt • thrt _,.. propertr of Atehltectur•l Gr ..... -............ IIIWnUf~tutl .... ~ ............... rtgh1s.....,.,. ........... .,. u:,....., fcMWdden. R Ia eubmlttltd .,.., • oonftdenti., ,.lfltloMhip, tor • epecUII pwpoM1 and tht reclf*nt, Itt' acuptlng tNe doc.uiMftt __... custodr .nd ...... thM thlli docwMnt .. ftOt 1M cottiM M ,..~ .. In whole •In ,_.,,nor 1te oontente ,._.._. In ...,-menner or to M1Y pe190n ••oept tor tM pwpoM tor which tt w•t•ndered, rMH'" anr ...... _,...... .. ,., .. _ ..... ..,...._ ... other~te. Approved By _M""-.,.s,..,M,ITC!..!..!H'------ Date Approved Code 1 0381 I T;: Job Number T.B.D. Sheet Number • Rev. HF-SM.2 I A 0 :3" RADIUS c::::Jll PRE-FINISHED 4MM ACM CABINET 112" LIFnNG EYEBOLT -REMOVE BOLT AFTER INSTALLATION & SILICONE SEAL 1/2"RJ PLASTIC SNAP CAP INTO HOLE .06:3" X :3" OPEN CONTINUOUS ALUM. HINGE FASTENED TO CABINET TOP & ALUM. BACKER WI :3/16" POP RIVETS @ 18" O.C. ~ ~ \ ~ nw1----fAGi#40 ALUuzZLIP MECHANICALLY - - -~ lllcJ r /~ c:ra ~;:;.roN VIEW I FASTENED TO CHANNEL FRAME & ALUM. BACKER I l V!!_ #~ H~~· ~~~WS@ 12"~C.:_ __ _j 1" X 3" X 118" ALUM. ANGLE HYUNDAI .177'' FORMED CLEAR ACRYLIC LOGO & BACKER .090" BRAKE FORMED ALUM. Z·CLIP -TYP. TOP & BOTTOM 1/4"-20 PERFORATED PAD W/STUD VERSILOKED TO BACK OF ACM PANEL -TYP. TOP & BOTTOM 2 13/16" AGI ALUM. CHANNEL FRAME WELDED TO ALUM. BACKER TOP & BOTTOM #10 S.S.P.H. MACHINE SCREW & RIVET NUT ATTACHED TO AGI CHANNEL FRAME@ 24" O.C. EDGE OF ACM CABINET TO BE HEMMED • TYP. fOP & BOTTOM 1" X 118" THK. FOAM GASKET. -TYP. TOP & BOTTOM 1 112" X 3/4" X 118" ALUM. TUBE ~ 1.0 ~ 2 13/16" 118" f 2118" ""J Ill .,.......___~ 1lJ} !::; z ... ~( ~ -J§ c HF-s~.3 ) ~::~ER PANEL DETAIL 1/2"-13 ALUM. H.H. NUT WELDED TO UNDERSIDE OF AGI CHANNEL 3/-;;-----{A r-----fR --- ~ ;:, N ~ ..- 1..--->L-----L_ AGI #40 118" BRAKE FORMED ALUM. Z-CLIP L .....J L->1.-----"<,..----- - - - --- - ( 3 ) MOUNTING BRACKET DETAIL HF-SM.3 FULL .06:3" ALUM. BACKERS -OVERLAP PANELS@ SEAM & POP RIVET TOGETHER 5/8" -11 ALUM. HEX NUT WELDED TO REAR OF SIGN TO ACT AS SPACER-(4) REQ'D 2" X 3 " X 118 " ALUM. ANGLE WELDED TO AGI CHANNEL FRAME & ALUM. BACKER ~II Archit~ctural Graph1cs Incorporated 2655 International Par1<way P.OBox 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HF-SM Drawing Type SECTION Date 04.01.11 AGI EoR M. SMITH Lead Drafter ELB Dnlwn By DLR Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o _______ _ 0 Non-Illuminated • Illuminated • 120 Volts ~ Amps(+/•) 0 277 Volts ___ Amps(+/-) Amps(+/-) • UIL Listed 0 Non UIL Listed Location ---------- Windload 110 MPH /IBC2006 Area 38,85 SF Weight 280 Drawing Revisions Drawn By Date I Change .&_ DLR 11.14.11 I UPDATES ~ ELB 11.22.11 I UPDATES _£_ ~ ..£ ~ _/L _& ..£ ~ .& Thill docuMent ill the Mle PfOpef'tJ of An:hftectural Graphka. lno .. and •I ce..Jvn, Wl•nuf.cturing, NproducUoft. 111M and .... rlghte f .. oll'dln!J the ...... .,.. • .,.,...., fwWdden .... ~d ...... cet'lftden&l ~lp, fw •~~PMW ,_,...., 8nd tht ,.clplent, by~ U. document anum" cu.tody end ..,.... U.l thll iloc_..nt wll not be copied or ~In whole Of' In pwt. nOf' tta content. ~In....,...........,. or .. ~,_.... uc.pt tor tM ,_.,... for which tt wn .. ndentd, ftOf' any tpect.el f•Mwu ,.cuNar to th,. d.-ign btl tncorpor•tH in ..._....,.. ... Approved By ...!!MC!.:•-'S~M!!!.!IT!.!HL. ___ _ Date Approved Code 1 0381 I T;: Job Number T.B.D. Sheet Number Rev. HF-SM.3 A ~I io ...... tO ,........__ := ~tr- 0 I ID "' ! b r ~ ~ ~ ,........__ ::s ~ r . ,!_- c1) ~ tO 10 (L------ .- / // 1( I ' \ \ \.'-. ' _\ \ -~-~- _.,---------------.--r---rf-, , , ·~ F'l .~ J fJS", czc ~ ~ ' / o ' o o n F ~ o F -, c· n Jl.-- DISCONNECT SWif CH .,.,....-r--------...... ........ / --7 / -....., ' ...-I I j,r ;,_~'-. I I ( _,.,..-' ~ I ...___------I '-\. I I \ \ I I \ I ........... ------I ) I / ) I I / / ./ ~ L__ 7--/ / / ' (._ ................. _---/ L---.... ..--_ _/ --=o---Jooof (2) F48T12/::: ----c FLUORESCENT LAMPS AGI WIREWAY EXfRU510N WI fOM6SfONE SOCKEfS WELDED fO CA61NEf BACK I I I I : L ___ J : I I I r ---l I II I I I j I L_j L_J \ \ / I I I r ------ \ V I 1 I I I I I ~ h ----- ' ' o, ' ' ' ' ' ~ -' ' \ ( ' ' I I 'II _' 1'1 " ~ ~ 9 " 1 I 1 I I I 1 I\ I I 1 I · · ' o 1 L __ _j I I I I I I I I I -.., I _l ...L______l I I ~ I I I I I I I I L_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 r---l I I I L __ ~ I I I I I I I I _) L L J L _) Jr \ id I~ I I I '\ L ______ __., U-L_J \ \ \ EES6-424-1:3L ELECTRONIC 6ALLASf (LIGHTING COMPONENTS INC.) (2) F64Tl2/DIH.O. \_ FLUORESCENf LAMPS (2) F60Tl2/VIH.O. \_ FLUORESCENf LAMPS EES6·1040·14L ELECTRONIC 6ALLASf (LIGHfiNG COMPONENfS INC.) :3/8" SfEEL FLEX CONDUIT ( HF-s~.4 ) ;,:~=~~~~CAL ELEVATION 112" x 6 ' LONG FLEXIBLE LIQUID TifE CONDUif WHIP f O OWNER PROVIDED POWER SUPPLY ~II Archit~ctural Graph1cs Incorporated 2655 International Parlcway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HF-SM Drawing Type ELECTRICAL Date 04.01.11 AGI EoR M. SMITH Lead Drafter ELB Drawn By DLR Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o ______ _ 0 Non-Illuminated • Illuminated • 120 Volts _M_ Amps(+/-) 0 277 Volts ___ Amps(+/·) ________ Amps(+/·) • U/L Listed 0 Non U/L Listed Location ----------- Wlndload 110 MPH /IBC2006 Area 38.85 SF__ Weight 260 Drawing Revisions Drawn By Date I Change & DLR 11.14.11 I UPDATES £ ELB 11.22.11 I UPDATES tJ':, & & £ & £ & L\1 & T .. document .. the MM ,operty of AN::hkectural Gniphks. Inc,. .net .. dntgn. "*""•turing. ~·"' ............. ""'*,...,.,.the ...... .,. expn.a.tlr forWddM. a .. _.mltted under • conftcl.nt:W re&atlontlhlp, tot a ..,.c:Jal purpoH , .net tn. reclpie~ by acHptlng tnt. •ocument ........., custocfr and ...... th.t thla t~Ku.ent Wll ...... ~., ~In whoM., In pwt, nor tta aontanta ,...,..._. In ...., tNnner w to -r penon eacept for lhe purpOIM t.r wNeh t\ WH .. ndered, nor flirt ..,.C&al t..._...,.c..,to ......... H~In -- Approved By _M....,_._,.s,.,M"'I"THn... ________ _ Date Approved Code I Type 10381 A Job Number T.B.D. Sheet Number I Rev. HF-SM.4 A ( I I I I I l ( I I I l / r ------I --...... ) I ~ ""'-+--!J------- v= -~-+--- ~ ~ ~ ~ .....__ __ ----·-- CHF-5~.5 ) ~~~:1:ECTION I I L_ I ,-- 1 I I I J I ) I L I I ) -- l ( I I I ~ I I I l " / " 11/2" ----------------------------------....j.--, -r---1 -- -----'.I.- ----. .,...... ~ "' ~ 'I 1 lC) #;SELF-TAPPING TEK SCRE; -~ ,...-,...,., @ 18" o.c. (110 MPH & 130M PH) I @ 12" o.c. (150 MPH) I I --::;:,__-Jf--_L_ AGI #40 ALUM. Z-CLIP BRACKETS I -PRE-DRILL BRACKET W/112"RJ HOLES I L -SHIP ATTACHED TO TOP BRACKET J _-_l I --------- -~3/8" -16 HARDWARE@ 36" O.C. / I -SEE CHART FOR MOUNIIHG HARDWARE I I J -------------- -------------111 ...J._ - -------------- --------~· ---r- I "' ) I I I lOIII I EXISTING WALL ~11€}--J [II ~ 11 11r / I I I I J MOUNTING HARDWARE CHART 3 /8" ZINC PLATE STEEL THREADED ROD IHRU WALL 3 /8" LAG WlTH SHIELDS 3/8" LAG BOLTS 3/8" TOGGLE BOLTS NOTE: ~lo.l-' IS) 0 ~ < 0 UJ :::f1 ~ :::f1 e1e1• • • • ----------------------------------- T.)THREADED ROD WlLL BE PROVIDED STANDARD -ALL OtHER HARDWARE IS TO BE PROVIDED BY IHE INSTALLER AS REQ'D. ( 2 ) BLOW-UP DETAIL HF-SM.5 3/8" = 1" 2.) DESIGN INTENDED FOR HOT GREATER IHAH 3RD STORY MOUNTING-HIGHER ELEVATIONS REQUIRE REVIEW ~II Archit~ctural Graphics Incorporated 2655 International Par1<way P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAI MOTORS Sign Type HF-SM Drawing Type MOUNTING DETAILS Date 04.01.11 AGI EoR M. SMITH Lead Drafter ELB Drawn By DLR ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o ______ _ 0 Non-Illuminated • nlumlnated • 120 Volts J.,L_ Amps(+/-) 0 277 Volts ___ Amps(+/-) -------Amps(+/·) • UIL Listed 0 Non U/L Listed Location Wlndload 1 10 MPH /IBC2006 Area 38.85 SF Weight 280 Drawing Revisions Drawn By I Date I Change & DLR I 11.14.11 I UPDATES Lt ELB I 11.22.11 I UPDATES & & & £ & &. & ,11 & T.., docYm~ .. the eo .. property of An:hftectur•l Graphka, ~ .. end a1 c1MI9n, .,...,..rac:t.arint, repredllctlon, ... .nd .... rilhtll ....-dint the ...,.. .. ·~ for11.WcMn .... ~ ..... ,. co .......... ~ ....... .-cW ,.,..., ..... the rK.,..nt. llt' ~ tha. tloc-.,_.nt .......-cYIIlodr ..:I ..,... tNt ttW doc.......t: wll Mt 1M c.,ted Of' ,...,..._. • ._, whole or Jn pwt, nor itt: contentll ,... ... din enr ..,.NM, or to ...-, person e.acapt for the p~ fof we.k.h tt w• .. nder.d, nor MY epecW ......... ,.cua.r to th'-...... be linterpoBted In ..,.rpnt.KI». Approved By ..!!M!>•..!S!!M!!!IT!!..!:H!----- Date Approved Code Type 10381 A Job Number T.B.D. Sheet Number I Rev. HF-SM.5 A 1'-0 1/4" 6 '-0" 7-0'' 9 3/8" f ~ '""'~"G '""" ~ t I I I I ' ~ ' ~ ' iG • I • • • • I • • • • I • i3i I L----------------------------.......... --------) -.......... r /~ /'~" ( -------/ \ \1 .....___ I ) I I _.-----..) / // / I __.__.... I __. / I ..-_) I __..-/_, .....; / {_--___ .... ', (_____ _ __ _ ................. __________ _ .. __ ----..J I Ill ______________________________ J r-l r -.., I I I I I I I I : L ___ J : I I I r ---l I I I I I I I I I L_J L_J 0 ,-, ,--7 \ \Fl/ / \ o I \ V 1 \ I \ I ~ I I ll-0 --, r-l i I I I I I I I I I I I I I I I I I I 1 I I I 1 _j I ! L--~ L------ (" 1 "\SHIPPING STAND LOCATIONS \, HF-SM.6 .) :3/4" = 1'-0" 2'-6" .. 1 1 ~ A: c~ K ~ \t_Et I \ ~ ~ U) ~ CHF-5~.6 ) ;~~~:.ING STAND DETAIL :--:~~~) ~--;~~~) 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 _j I I I I I I L __ ' I L_J L_J L ______ ~ r;==~--~ I I I I : L ___ _; : I I I r---l I I I I I L_J L_J .. 3" X 3" X 1/4" VERT. STEEL ANGLE WELDED TO STEEL HORIZ. ANGLE 3/8" -16 H.H. 50L T WI LOCK, FLAT WASHER & HEX NUT 2" X 2" X 114" STEEL ANGLE WELDED TO HORIZ. & VERT. ANGLES 3" X 3" X 1/4" HORIZ. STEEL ANGLE r--, I I I I p I I I I I I I I I I I I L 0 ~II Archit~ctural Graph1cs Incorporated 2655 lntematlonal Parl<way P.O Box9175 Virginia Beach, VA 23450 (757)427-1900 Project Title HYUNDAJMOTORS Sign Type HF-SM Drawing Type SHIPPING STAND Date 04.01.11 AGI EoR M. SMITH Lead Drafter ELB Drawn By DLR Profecl Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Facod o ____________ __ 0 Non-Illuminated • Illuminated • 120 Volts ~Amps(+/·) 0 277 Volts ___ Amps(+l·l Amps{+/·) • U/L Listed 0 Non U/L Listed Location ------------------- Windload 110 MPH /IBC2006 Area 38.85 SF Weight 2BO Drawing Revisions Drawn By I Date I Change & DLR I 11.14.11 I UPDATES _ii;:::._ ELB I 11.22.11 I UPDATES &. &. & 5'.> &. £ £ &:. & TNa ~ .. tM .... pro,..-ty •f AtchltactUOII Graphtc.. ~ .. Md .... ...,_, ~nenuf.ctwtng, rwproducdon, UM and .... rfeh'* ,....,.."' U. ume _.. ••preMir forWdden. • .. Mlbmfttecl _,.r • ~ntlaf ,....neh.,, few a .,.c:W p.,.poM, end h rec.......,.,~.,...,._..,...,........,.c~ lind..,... tMt thll doc:......m •• not.,. c.pM4.,. ,.produced 1ft wholt Of' In pwt, not' it. contents l'ft'Mied In_, f~Mf'\M:r Of' to -"Y ponon e.xcept tor the ,_.... tor which It ... tenderH. nor_,. .-w tNturu pee...,. to thl......,. be lncorporwhHIIft ether,..._.... Approved By -'M!!h.. ~S~M!!ITC!..!:lHl..... ______ _ Date Approved Code 1 0381 I TA e Job Number T.B.D. Sheet Number • Rev. HF-SM.6 I A (o ~ N 4' ·1 3/16" (~) ;,8~?,~T ELEVATION (BLUE) FABRICATED ALUM. CHANNEL LEITERS W/ fRE·FINI5HEP RETURNS TO MATCH PMS #260C '6LUE' 1------TRANSLUCENT WHITE #2447 IMPACT MODIFIED ACRYLIC FACES WI SURFACE APPLIED PUAL COLOR VINYL 3M #3635·6549 '6LUE' & 6LUE TRIM CAPS 5" SIDE VIEW 1/8" = 1" ~II Archit~ctural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 VIrginia Beach, VA 23450 (757)427 -1900 Project Title HYUNDAIMOTORS Sign Type HBL-24 Drawing Type ELEVATION Lead Drafter ELB Drawn By JLM Project Mgr. J. MUNSEY General Sign Speclllcatlons 0 Interior • Exterior • Single Faced 0 Double Faced o ______ _ 0 Non-Illuminated • Illuminated • 120Votts __ 1_Amps(+l·) 0 277 Volts ---Amps(+/·) 0 Amps(+/·) • UILListed 0 Non U/L Location -------------------- Wlndload 110/130 MPH IBC 2006 Area B.IISF Weight~ TNt, 6ocUfM'f'lt .. the Mte pro~ of Mchltectwral Graphics, l.ftc. ,anti all claslgn, manufacturlne, ~-_._...tafa,...,.."'N.,... .... ....,...,~ ... ~ ........ cenlldMitW ~ tot • ...,cW pwpoee, .... lhe NCiplen\. .,. Kc.ptlntl thfe doc:-.nt ........... CUIItody llf'MI ..... thet tf'tfe docum.t~t wll not M ~or~lnwhole CH'Inp..t.norb c....a.nta ............ ln.ry_..., ... -.~~ ........................... whkh .... ~Mf' 8ftJ' •..-c:'-1 faat_... ~, 10 , .. d...,. M lncctrpefttM tn other ~a. Approved By ------------------ Date Approved Code Type 11058 c Job Number Sheet Number Rev. HBL-24.1 1" JEWELITE TRIM FASTENED W/ #6 X 112" LONG S.S.P. H. SHEET METAL SCREWS @I 18" O.C. -MIN PER LOGO .040" ALUM RETURN STAPLED TO ALUM BACK ZINC COATED STEEL RIVET NUT STEEL HARDWARE AS REQ -SEE CHART WOOD BLOCKING AS REQ'D. BY INSTALLER ELECTRICAL JUNCTION BOX .150" ACRYLIC FACE 112" LIQUID TIGHT FLEXIBLE CONDUIT PIGTAILS AGILIGHT SIGN RAYl CORE SERIES LS-cORE-65K-GI WHITE LEDS .063"ALUM. BACK -PRE FINISHED WHITE INSIDE CARLING TYPE EXTERNAL DISCONNECT SWITCH 2" X 3/16" SPACER W/ 1/4"8 HARDWARE AS REQ 1/4"8 WEEP HOLES WI LIGHT SHIELD (AS REQ'D) TRANSFORMER BOX TO HOUSE POWER SUPPLIES 112" X 6' -0" LONG FLEXIBLE LIQUID TIGHT CONDUIT WHIP TO OWNER PROVIDED POWER SUPPLY v /,· -' / ~ ~-\I 1 " I v / / ' ~ £ 0 ' j L ~ ----u r==J -----------_____. r-.. , f f f ~~ ~ "" r;_·_-_-_-____ !.------ lr~ .--" ~-V' ~ { .._. l w II v ( 1 ) SECTION VIEW HBL-24.2 N.T.S. ~ 1) VERIFY MOUNTING CONDITION. .a 7 - ../ ) ~ I I ""= ~ 1) THREADED ROD W1LL BE PROVIDED STANDARD -ALL OTHER HARDWARE IS TO BE PROVIDED BY THE INSTALLER AS REQ. 2) DESIGN INTENDED FOR NOT GREATER THAN 2ND STORY MOUNTING -HIGHER ELEVATIONS REQUIRE REVIEW ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (751}427 -1900 Project Title HYUNDAI MOTORS Sign type HBL-24 Drawing type SECTION Data 08.22.11 Lead Drafter ELB Drawn By JLM Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior • Single Faced 0 Double Faced o ______________ __ 0 Non-Illuminated • Illuminated • 120Volta __ 1_Amps(+/-l 0 277 Volts ___ Amps(+/-) 0 ___ Amps(+/-) • U/L Listed 0 Non U/L Listed Location ---------- Windload 110/130 MPH IBC 2006 Area 8.6 SF Weight 86 LBS Drawing Revisions Date Change ,... -.c-t .. the .... ~ of~ a,..,hklo lftc. ,aMI all tleeft"• ,...nuf•cturlne, ~ ................... ......,..,. ... _ _.. aK,.,...., ~ • .. Miltmln.cl Uftdw a contkiMrtllll ,...~ for a ~~~~~ JMWPGI'Mo .MI tM I"Miplent. .., ac~ tNe cloc:ument _...... cws~ Mel ..,NM thM tt~l• tlocument wll Mt be copfH IN' ~ lin whoM or In ,.,.., r10r Itt conten11 N¥e8led In any "*''*" or to INIJ' persoft .. c. for the purpoM tor whlctl n wu t.n.,._d, nor .nr ...-cl.. ,. • ...,... ,.culler to thl8 chsten be ~ "' ....... protect&. Approved By--------- Date Approved Code type 11058 c Job Number Shoot Number Rev. HBL-24.1 60WPOWER SUPPLY I --....... ~ ..... ~ ~ I ~ ~ , ~~ ~ I _.;I ~ " I;----;I 'I \~I,_. I ~ ~ I; I ~ ~~ ~ -...::~ ..... --....::~--- 48 E 1 ) FRONT ELEVATION (HBL-24) H6L·24.3 1/8" = 1" ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Projeq Title HYUNDAI MOTORS Sign Type HBL-24 Drawing Type LED LAYOUT Date 08.22.11 Lead Drafter ELB Drawn By JLM ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Extarfor • Single Faced 0 Double Faced o ______ _ 0 Non-Illuminated • Illuminated • 120 Volts __ 1_ Amps(+/·) 0 277 Volts ___ Amps(+/·) 0 ___ Amps(+/·) • U/L Listed 0 Non U/L Listed Location ---------- Windload 110/130 MPH IBC 2006 Area 8.8SF Weight 86 LBS Drawing Revisions Drawn By I Date Change A\ to. ~ t;\ I.&. I~ £ .&. A £ W. dKWMnl .. b .... ~ M Arc.hltactUref Gr•phka, Inc. ....-•• '•*'-"• Maft•fachtrine, ~ ......................... ,...,.,.the .... .,. -.w-e.., ~ ... ~ ......... contlctrMtW ~ ..... .,.... pwpoM, _, theo rec~t. It')' aco.pllfttl thil: doc~t ......-.. ~..wl ..... htth'-doc""'*'t••-'" cep~M•~Ift ............. ,.rt. ...... lb ~,...,...... ........ ....,....,. .. .,,_... en:.pt: ................... ..., .............. ...,. .nr apec,., fn l..,.. PKatii•r to th.. cleaien M lnco~tN lft •~ p~U. Approved By--------- Date Approved Code 11osa I Tc Job Number Sheet Number Rev. HBL-24.3 0 . ~ 0 t-1 b ~ 9 ~ ~ tl') ~ ,.. r=> c-=Je c=? =;;==a ~ ( J s &&££$ 111!!!!!!!!!!!!!!1!!11111111!!11-·v 3/4" 1" _}' PLAN VIEW 1/8" = 1" 2'-6 1/2" 2'-5" .n 3/4" 1 ' 2'-4 3/4" ,...------------MOLDED & CHROMED SYM60L & LETTERS WI MIRROR POLISH FINISH M--------FABRICATED ALUM.LOGO PANEL PAINTED MAP TO MATCH PMS #280C 1----------ARROW IS SURfACE AffLIEP VI tOO. 3M #3630-157 'SULTAN 6LUE' 1---------FA6RICAIED ALUM. ACCENT PANEL PAINTED MAP TO MATCH PMS #288C • COPY IS 5URfACE APPLIED VINYL L_ ln~onnattorr t 3M#180-41'DARKGRAY' ' II ~ -COPY STYLE IS UNIVERSE 65 60LD "Showroom 1' Accounts FRONT ELEVATION 118" = 1" CONDENSED 90~ _, . • RULE LINE IS SURFACE APfl.IEP VINYL 3M #180-41 'DARK GRAY' ·~ FA6RICATED ALUM. CA61NET PAINTED MAP TQ MATCH PMS #877C 'SILVER' I ALUM. TU6E PAINTEP MAP TO MATCH PMS #877C 'SILVER' 6 112" ±1 13/16"~:1:1 13/16" 3/4"~ 3/4" SIDE VIEW 118" = 1" ~II Archit~ctural Graph1cs Incorporated 2655 International Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title HYUNDAI MOTORS Sign 'J\Ipe HD-36-ALUM Drawing 'J\Ipe ELEVATION Lead Drafter ELB DrawnBy JLM ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o ______ _ • Non-Illuminated 0 Illuminated 0 120 Volts ___ Amps(+/-) 0 277 Volts ___ Amps(+/-) 0 Amps(+/-) 0 UIL Listed 0 NonU/L Location ---------- Wlndload 11 0 MPH IBC 2006 Area 5 SQ. FT. Weight~ ,... llhcwn.nt .. the .. Pf'OtNol't)' .t Archftec:b,lnll o ... .-.lcs, Inc. ..MI aa tleslwn, .anufact•rln., ~tton. UM ..,. .... rlghtll ,... .. ,.. 1he NfM .,. npnuty fofbktden. • .. submfttH under a ~.....u.t ..... tloMNp. for a ..... pwpoM, .nd the NC.,._.,.. a.,. MOePUne ttde dllc.-.nt ....,... ~ ..,. ........... 4ocument ... Mt ... ~·~.., .......... ~ ...... b ~ NV'NIMI In ~ IRMMf' or til ..., pefMft •xce-pt tor ""-IMH'JMM tor which It ·-,~. nGI' ...,. ~ .......... ,..cullllf' lo ,.. ....... be ~WMMtlow~ Approved By M. SMITH Date Approved 03.28.11 Code 11\lpe 11058 c Job Number Sheet Number Rev. HD-36-ALUM.1 ~ I Co ~ w r:: "' ~ \0 \0 Ji . . ~ i<> i<> ~ ,.....----------1" X 2" X 118" ALUM. ANGLE F-.:::-~~----------,, ,, ,. ---------------------------L WELDED TO ALUM UPRIGHT -----------------------------------------------------------~--,.,..--~ II \' II I II I I /1 ,\ /..1 ,, - ~ r::"!.------ ~ lQ IX) ;... - II 1 '~, -~~ ~ WELD AS REQ'D. TO CAP TUBE CD-S&~LUM) ~!~~CTU RAL PLAN VIEW 2' -1 15/16" ANGLE • 2'-o• " -, I ~ I • ~OFUPRJGHT :t1'-10 1/16" ~ ! ! 1~ LOWER ANGLE 1 l __ __] ,..---------2" X 1" X 1/8" ALUM. ANGLE WELDED TO ALUM. / UPRIGHT [__ __ I . . . ; i ' . : 'I~ : ~~ . : i . ·:if-:;. : W' \ IJi I : 1" X 2" X 1/8" ALUM. ANGLE A _: WELDED TO ALUM. UPRIGHTS 1011--------2"RJ X 1/8" WALL ALUM. TUBE UPRIGHT WELDED TO ALUM. BASE PLATE ====l+-----ALUM. BASE PLATE ~ ~~- f... I ~I ., ~ 0 X: !5 _r~- "-5" I I 2 1/2" 2 112" II ( ~ i. OF HOLES & UPRIGHT ~ I 0 .. I 5/8"8 PASS THRU HOLE TO ACCOMMODATE 1/2"RJ THREADED ROD ' n .. I ALUM. TUBE UPRIGHT 1"8 DRAIN HOLE 0 j.-3/8" ALUM. 6ASE PLATE CD-S&~LUM:J ~~=~E PLATE DETAIL ED-36-~LUM:J ~~~~CTURAL ELEVATION ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (751)427-1900 Project n ue HYUNDAI MOTORS Sign Type HD-36-ALUM Drawing Type STRUCTURAL Date 11.28.11 Lead Drafter ELB DrawnBl' JLM Project Mgr. J. MUNSEY General Sign Specif'lcatlons 0 Interior • Exterior 0 Single Faced • Double Faced o _____________ __ • Non-Illuminated 0 mumlnated 0 120 Volts ___ Amps(+/-) 0 U7 Volts ___ Amps(+/-) o __ _ 0 U/LUst ed Location ---------- Wlndload 110 MPH IBC 2006 Area 5 SQ. FT. Weight 72 LBS. Drawing Revisions Drawn By I Date Change & lA &. ~ ~ &. &. k\ .£ /H\ A .&... ,. ~· ......... """""of~ Grt~phlcs, Jnc. ,sfWf •• d•s .. n, -nufsch•rint, ,....,..,._ttoft.UMIWMII•Ierlllhts~WM._.. .,.. ... ~ fofb..,_n. tt ls submitted Ynctw • cen......._'-1 ,....~, tor • ..,.clel ~. Wltl theNC~b)'eoc...,U.,.thls~ ........ ~.., .............. ~ ........ ~., ... ~..,.....,..,lft,wt.Mrlts contents rweMect tn ..,-l'fWnMr ., to •nr penon ~t for tt.. ,..,... for whkh It w.. ,.....,.,., nor MJ' -..ct.l •••._... ~Har to this dHign M lnc:..,.,.......lft ....... IH'Ofocts. Approved Bll M. SMITH Date Approved 03.28.11 Code Type 11058 c Job Number Sheet Number Rev. HD-36-ALUM.2 t; 0 ,~ ' ~ N ;,; ~ :...r .... ~ ~ li ~ r 3' ;n.~ .. ~ ; ··~ ; 3" f I I I r--~ ,--, ~~(> :p !: ]~ '------- 2'-6 112" ··~~314' 2'-611 3/4" fcr:t1 112" 2'-4 3/4" 1 1" f -..... -.. --... -...... ,. 1.-.-----------+ ~ - STRUCTURAL ELEVATION ~ ALUM. 118" = 1" I H3, .. 3/4" u@ I I rt- 1 I -+-~ @MA '--l--1- 3 \SIDE SECTION \t!D·~·ALUM.~ 1/8" = 1" ~II Archit~ctural Graphics Incorporated 2655 International Pao1<way P.O. Box 9175 Virginia Beach, VA 23450 (757}427 -1900 Project Title HYUNDAI MOTORS Sign 'fYpe HD-36-ALUM Drawing 'JYpe DETAIL Date 11.28.11 Lead Drafter ELB Drawn By JLM Project Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o ______ _ • Non-Illuminated 0 •umlnated 0 120 Volts ___ Amps(+/·) 0 277 Volts ___ Amps(+/-) 0 Amps(+/-) 0 U/L Listed 0 Non U/L Listed Location ---------- Windload 110 MPH IBC 2006 Area 5 SQ. FT. Weight 72 LBS. Drawing Revisions Drawn By Date Change 'A h\ & a. -& ~ "" &\ ,&., & A ~ Th._ cloc:Ufftent • th4l Mit pro,...tr Of Arc~ Graphics, tnc. ..nd all lleslgn, -.nufachu1At, Npr'Oduttloft. llfM .nd .... rlehD ,....,....nt 1M ..... --··~tMt:loldden. .... ~ ...... contldentW ~ tw a .-cW ,....,._, enCf the recipient. bJ ace-stU.. lhie docurMnl MfUMH cUSlody and -vree• thet this docUtMftt wM ftOt M copfMI or ..e~ tft whole or In p.wt. nor tts c.ntlonls ,_....,_ In Mt .......,. ... e. anr ,........_ ··~t-1M ............ whlctt .............. .... aftJ' ~.., fealurH ,_...., to thr. .. ..,_ M lftc;orpot.wcf In othet' ,~. Approved By M. SMITH Date Approved 03.28.11 Code Type 11058 c Job Number Sheet Number Rev. HD-36-ALUM.3 • I I I I I I I I I l / .090" ALUM. LOGO PANEL FACE ----------------- M--f-----.090" ALUM. RETURNS WELDED TO LOGO PANEL FACE !f------j-----ALUM. TAB ON RETURN PROTRUDING THRU ROUTED SLOTS IN CABINET FACE WELDED TO BACK OF ALUM. FACE If! f 1/2" X 1/2" X .090" ALUM. CHANNEL WELDED TO 1 SIDE OF CABINET FACE PANEL -NOTCH TO ACCOMMODATE KEYED BAR H t-----ALUM. ANGLE ; ~ ALUM. UPRIGHT 14 .090" ALUM. CAP WELDED TO ALUM. CABINET @TOP & BOTTOM IN 2 PIECES --...:::::::: ' J .090" ALUM. CABINET FACE '-------------......1.~----3/B" ALUM. FLAT BAR KEYED TO ' _________ / SLOT INTO CHANNEL AFTER PAINTING -SECURE WI SILICONE / I I I "" I I I \ ....._ . -- ED-~-~LUM) ~~~yv UP DETAIL #1 ALUM. TOP (IN TWO PIECES) --~ ~ _..II, ' . ... ... . /I ~ I I I k v I I / -- #8 C.S. SHEET METAL SCREW / .090" ROLLED ALUM. FACE I .090" ALUM. RETURNS I .090" ROLLED ALUM. LOGO PANEL FACE I ALUM. ANGLE WELDED TO ALUM. TUBE UPRIGHT -FILL IN WELD TO CAP UPRIGHT I MOLDED & CHROMED SYMBOL & LETTERS TOP AND BOTTOM OF LOGO PANEL I TO TAB THRU CABINET FACE AND BE WELDED ON INSIDE I ALUM. TUBE UPRIGHT \ ALUM. ANGLE WELDED TO UPRIGHTS-- CD-~~LUM) ~~~~ UP DETAIL #3 / I " ~--l----FABRICATED ALUM. LOGO PANEL 1.. \\ \\ ' 112" X 1" X 116" ALUM. ANGLE WELDED TO ONE SIDE OF ALUM. CABINET '------~<-----MOLDED & CHROMED SYMBOL & LETTERS ' ______________ / BLOW UP DETAIL #2 112":: 1" ~ N ~ ' I I I I I I ~ t<) N / -- ~ ~ ~ ~ 17/8" 1114" • 5/B" 1 BLADE KEY DETAIL 112" = 1" ~II Architectural Graphics Incorporated 2655 International Part<way P.O. Box 9175 Virginia Beach, VA 23450 (757)<127-1900 Project Title HYUNDAIMOTORS Sign 'fYpe HD-36-ALUM Drawing 'JYpe SECTION Date 11.28.11 Lead Drafter ELB Drawn By JLM ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o _______ _ • Non-Illuminated 0 IUumlnated 0 120 Volts ___ Amps(+/-) 0 277 Volts ___ Amps(+/-) 0 Amps(+/·) 0 U/L Listed 0 Non U/L Listed Location ---------- Wlndload 110 MPH IBC 2006 Area 5 SQ. FT. Weight ~ Drawing Revisions Date Change 11\h document .. the Mle fWOPMty' of An:hn.c1u...t Oraphlca, •nc. ,and 11fl •••len, m•nufacturlnt1 ,...-oduc11on, "" end .... rtehta ,....-clint tM NfMI .... a;p.....tr torbktden. It .. ~ ........ conftdenu.l ..,.tlonaNp, tw • ....-purpeM, end h NCipleftt. fto1 acc:eptine thll .a.c-nt .......,.. c.-tod7 ei'MI ..,... that tht. ttocvment •• Nt M ~or~lnwhoteOflftpawt.norb contontt ~ tn MY m.nMr or-tD .ny !14r90ft .. copt tor ttM pUfPOM for Which tt wes ~ nor anr ..-del feetuns pecv4let M thts .... n M ~tHtft...,~. Approved By M. SMITH Date Approved 03.28.11 code 11 osa I lYe Job Number Sheet Number Rev. HD-36-ALUM.4 b ln f.. I ~L io N \ 'I ~OF UPRIGHT I I . ~ I l 1'-0"8 l ~ ~ 2'-011 'I ~ I . I n GRADE \ FILL DIRT STEEL 6ASE PLATE HIGH STRENGTH LOW SHRINK GROUT LEVELING NUT ... I 112"13 X 16" LONG STEEL THREADED ROD 1+------WOO PSI CONCRETE FOUNDATION l 1'-0"8 l ~ ~ CD-36-~UIA.J ;.~.~~DATION DETAIL [ ~ \ Jl I L l 1'-0"8 l ~ ~ ( 2 \ FOUNDATION SIDE VIEW \ttD-36·ALUIA.~ 1" = 1' • 0" ~II Archit~ctural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title HYUNDAIMOTORS Sign Type HD-36-ALUM Drawing Type FOUNDATION Date 11.28.11 Lead Drafter ELB Drawn By JLM ProJect Mgr. J. MUNSEY General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o ______ _ • Non.flluminated 0 Illuminated 0 120 VoHs ___ Amps(+/-) 0 277 VoHs ___ Amps(+/·) 0 Amps(+/·) 0 UIL Listed Location 0 Non U/L Listed Wlndload 110 MPH IBC 2006 Area S SQ, FT. Weight 72 LBS. Drawing Revisions Drawn By I Date Change & A ~ ~ ~ ~ .&\ & -~ .£. ~ docu~t M the .... ,ro,_rtr o1 Archl\ectur.l Grophks, lno. ~ntl all tlosfitn, M-ton•fochtrln•, ~ ......... rflhts ......... the-.. --·~fofblcllten.·-~--....... c~W NflltloMNp, tor a speclat puf'PO'M', end the ~lp ...... , b)' .:c-.Ung th.. doeloHfteftl -•umn custody and ..,.... tf\1,1 "'.. doc::ument wilt not H c~ Of' ~ -.. wttot. ... In pert. nor lb contef'lb .....,....... ... .., IMnhW ., to ., ~ uoept trw .... ....,.,.. .... wNdl .... tieiJIIderell, ,.... enr apecl.t foe._.. ,.cutior to lhl• ~n M ~·ltd In·~ profects. Approved By M. SMITH Date Approved 03.28.11 Code Type 11058 c .lob Number Sheet Number Rev. HD-36-ALUM.5 STATEMENT OF SPECIAL INSPECTION: IN THE OPINION OF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, THIS SIGN IS AN UNOCCUPIED STRUCTURE OF A MINOR NATURE. ACCORDING TO THE 2009 INTERNATIONAL BUILDING CODE, SECTION 1704.1, EXCEPTION 1, SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK OF A MINOR NATURE. BASIS OF DESIGN/DESIGN CRITERIA: -CODES: -:_ 2010 CALIFORNIA BUILDING CODE -20091NTERNATIONAL BUILDING CODE -ASCE 7-05 -FOUNDATIONS: -FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 PSF/FT. -LOADS: -ASD LOAD COMBINATIONS -D + W -D + 0.7E -0 .6D + w -0 .6D + 0.7E / -LRFD LOAD COMBINATIONS -1.2D + 1.6W -1.2D + 1.0E -0.9D + 1.6W -0.9D + 1.0E -DESIGN DEAD LOAD: 3.63 KIPS -GOVERNING CRITERIA FOR LATERAL LOAD DESIGN: WIND -WIND: --ASSUMED BASIC WIND SPEED, V: 90 MPH -IMPORTANCE FACTOR, lw: 1.0 -EXPOSURE CATEGORY: C -TOTAL WIND LOAD: 4.1 KIPS -SEISMIC: -SEISMIC ANALYSIS: EQUIVALENT LATERAL FORCE PROCEDURE -MAXIMUM SEISMIC SPECTRAL ACCELERATION .AT 0.2 SECONDS, S 5: 1.161 -MAXIMUM SEISMIC SPECTRAL ACCELERATION AT 1 SECOND, S 1: 0 .445 -DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT SHORT PERIOD, S p5 : .0801 -DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT 1-SECOND PERIOD, S p1: 0.461 -IMPORTANCE FACTOR, IE: 1.0 -RESPONSE MODIFACTION FACTOR, R: 3.5 -SYSTEM OVERSTRENGTH FACTOR, Q: 1.75 -DEFLECTION AMPLIFICATION FACTOR, Cp: 3 -SEISMIC RESPONSE COEFFICIENT, C5: 0 .229 -SEISMIC BASE SHEAR FORMULA: V = C5• W -SEISMIC BASE SHEAR, V: 0.83 KIPS Ross Bryan Associates, Inc. Engineers 227 French ~ .. Dttve Naahvtlle TN :s7221 REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE -..u.a POll a1'1lUC'rUIIAL -..-an OMLY" .... _ .. _____ ..,_ ----- EXPI RES JUN 3 0 2012 PHYSICAL ADDRESS: NORTH COUNTY HYUNDAI, 5285 CAR COUNTY DR., CARLSBAD, CA. 92008 ----· --·-- ~II Archit~ctural Graph1cs Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HP 49-21-90-CUS Drawing Type ELEVATIONS Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5_.~5 Amps(+/·) ·1 277 Volts __ Amps(+/·) Amps(+/-} U/L Usted Non U/L Usted Location CARLSBAD, CA. Windload 110 MPH I 20091BC Drawing Revisions Drawn By Date Change 6_ E~ 4-04.~.1.! i~R SED A_ __ j -------i . --~ --____ : --- -~-~-----~---_:_ ---~-- 1 ~ ----~-----"-I ___£_ __ ~ ------ ..&L_ ___ ~------··---- A ---_;_ -----l----- _&_ __ L_ ·--------__&__j_ __ l_ __ '* ...._.. ........ ,.....rtr ef ArchM.ctwlil ___ .. __ .................. eMI ......... ,.,.,.... .. .... .. ........, .................. ~ ....... . ...........,............_ ..... ~,.,......_. ... ~-~ .. ~..._...c-.., _...,._...._..,.~wtiROtiMc..Wer ~ ............... pert. ....... CMtlentl ,...... ... .., ............... ,. ...... ~---..................... ~ ..... '"'.-... ....... ,....... ............. ~ ... '" --- Approved By --------·-- Da1e Approved Code I Type 12169 A Job Number T.B.D. Sheet Number Rev. HP-49-21-90.GN • • is> ~ :0 (\j 6" RADIUS 5 1!8"RADIUS ~ --~---'--?.~-~ ~--------·····-----... G 0\ 9 112" RADIUS ' Co ;:: 9 '0) ~ i.Q 0 ~ it> :::::: t<) ~ ~ is> ii5 ~ '--'====:·-:···-------3 ..:::-c:-.: ___ --~ ' Co' in, cC is> :?i -· It) ~ ~ N , __ / 45116" // 85/8" / /- ' ,_ --- "' , ___ -·- TOP ELEVATION 1/4" = 1'. 0" 9'-0 :3/16" ·--.. -/ 8'-:3 5/8" 45/16" ----/-/ 7'-11 5/16" --/ ~//~ .. r \ v;--. . "'J ' . " , \ -..) .. ~ •. l .... FABRICATED 4MM PRE-FINISHED 'HYUNDAI BLUE' ACM CABINET CLEAR ACRYLIC (SYMBOL MARK S09) & (LOGOTYPE L07) W/2ND SURFACE CHROMED FINISH BACKED WI TRANSLUCENTWHfi'E ACRYLiC WI SURFACE APPLIED DIGITAL GRAPHIC Dealer Nam•e--:-: ---COPY IS ROUTED & PUSH THRU :314" CLEAR ACRYLIC WI SURFACE APPLIED DUAL COLOR VINYL TO MATCH PMS 288C 'HYUNDAI BLUE' W/ :3/:32" KEYLINE -- ·COPY STYLE IS "UN IVERS 65 BOLD (CONDENSED 90'L)" .. M--.------FABRICATED 4MM PRE-FINISHED 'HYUNDAI SILVER' ACM CABINET ·~ MATERIALSEAM i<) = II I ~ "'--.,.--------_ GRADE ,_ ;::,__ __ --_......~~·~>'l::<,""""'"""" ........ ~~----~~~~~~,-. (HP-4!·21.1) FRONT ELE~~ ~:~~ EXPIRES JUN 3 0 ZOl2 2'-5 1:3/16" / ... / 1'-8 :3/8" / / (: c ~. !. I -, 1 ~-~ CHP-4:·21.0 SIDE ELE~~ :'1~~ NOTES: 1.) SEE GRAPHIC LAYOUTS FOR COPY PER LOCATION. Ross Bryan Associates, Inc. Engineers 227 F...-~ Drtve NuhYIIIe TN 372211 REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE -.eAUD P0a a11IUC1'UitAL COMI OMDrn OM&.v- tt._ ......... ._..._ .... ~-........ ~· ...--..-. ~ ~ '\V/_:11 .. l-. _,I. 'l .-·"' r =-~ • I --• ..);..! .. ... r-·--·--------i Dealer Name ----------·-~ ~ (HP-4;_2u) REAR ELE~~:~,~~ ~II Archit~ctural GraphiCS Incorporated 2655 International Pari<way P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAI MOTORS Sign Type HP 49-21-90-CUS Drawing Type ELEVATIONS Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications • Interior • Exterior Single Faced • Double Faced ~ Non-Illuminated • Illuminated • 120 Volts 5.45 Amps(+/·) 277 Volts Amps(+/·) Amps(+/·) U/LUsted C, Non U/L U sted Location CARLSBAD_, CA. Wlndload 110 MP!! I 20~·1BC _ Area 49 SF. Weight ~625 LBS. Drawing Revisions ----.. -~ Drawn By Date Change A . ~'i:'B . o;i~5.12 ·;;R se~- ~-~-=-. --r-· --· k .& - .& ------+ A __ .. ---__ .L .. i.-~~=-=-=-~-.&.__ --------· .J A --·------+------ _i =--~~-=-----=i·_- ,.....~ ........ ,.,..,.,tref~ ......... -.. --......... ~ ~ ................................... . ......................... ft ................... . ~~-................. ... .......... .,~ ... --------c.ta4J .................. ~--......... « ,.....,....... .............. ,.,to ...... ......... ............ ...,. ............. 81'1Y,.,......,.,...ttwtM ,...,.... ........... --~ ..,..,.,..c:W ......,_......,. .... ._...H ........... "--- Approved By _ -------· Date Approved Code Type 12169 A Job Number T.B.D. Sheet Number • Rev. HP-49-21-90.1 f" . MATERIAl SPECIFICATIONS: (UNlESS OTHERWISE NOTED) Ross Bryan Associates, Inc. Engineers STEEl PIPE • ASTM A53 TYPE E GRADE B STRUCTURAl STEEl · ASTM A500 GRADE B Z%7 F-.._ ... Dot,.--TN 37228 7'·7 3/8" / ' ' ~ !<)~ ..... ~ !<) ·' i ..... < z: : 0 ~ c() \!) ~ .~ 2 ~ I 1 r r ;!.. ,o ~ 'c..:t-1 (\1 . ... . 'i . II L 0 ;t Q ;t '.,... __ - Ill w tn i? .... w ~ ... = 0 ~ ~ ).___.___ ;::: ..... 9 ;: -" -.... , ____ _ .!,. rt ~ 3'-111/16" NOTE: 1.) BlAST & WHITE EPOXY PRIME FRAME, SHIPPING STANDS DO NOT GET PRIMED. REVIEWED IN ACCORDANCE WITH 2.) DO NOT CAP BOTTOM ENDS OF STEEl UPRIGHT (GOAl POSTS) 2010 CALIFORNIA BUILDING CODE 3'·111116" "MAUD,_ ft1IUeTuol.u. e-n OOOLY" " .. _ .. _____ ,_ --· 3/8" THK. CAP PlATE RECESSED 1/4" & WElDED TO STEEl UPRIGHTS 6" X 3" X 3/16" STEEl CROSS TUBE WElDED TO INSIDES OF STEEl UPRIGHTS 6" X 3" X 3/16" STEEl TUBE UPRIGHT (GOAl POST) WElDED TO STEEl CROSS TUBES 3" X 4" X 1/4" STEEl PlATE WI 5/16".0 X 1" lONG SlOT WElD TO CENTER OF GOAL POSTS 2" X 2" X 1/8" X 5" LONG STEEL ANGLE CLIPS PRIMED & SHIPPED LOOSE (2) REQ'D ·VENDOR TO SUPPLY ANGLES ·AGI TO WELD TO STEEL STRU CTURE TYP. STEEL GUSSETS WELDED TO STEEL MATCH PLATE 6" X 6" X 3/16" STEEL CROSS TUBE WELDED TO INSIDE OF STEEL UPRIGHTS STEEL MATCH PLATE WELDED TO STEEL TUBE UPRIGHT & STEEL CROSS TUBE 10" X 10'' X 114" STEEL TUBE 3" X 3" X 114" X 5" LONG STEEL ANGLE PRIMED & SHIPPED LOOSE (6) REQ'D -VENDOR TO SUPPLY ANGLES ·AGI TO WELD TO STEEL STRUCTURE TYP . ----3" X 3" X 3/16" STEEL CROSS TUBE WELDED TO INSIDE OF STEEL UPRIGHTS STEEL BASE PLATE ~ ~ (HP-4;·2t2) FRONT ELE~~ ~~~~ EXPIRES JUN 3 0 2012 / ~/ ' ~' \-~' it> s ::: , ...... ~ ::::: 0) .;. Ill ~ .... UJ OUTSIDE OF STEEL GOAL POST UPRIGHTS 3'-911/16" 3'·911116" / £OF CENTER STEEL TU8E 7'-1 3/8" 4" / / 2 718" / / t ------------;---1 I I I I I I 0 I I I I I I I I I I I I -7 ------------ I ........... ~ ............ ~ ,~ ............ ---~-::::::. ...... I l ---~"' ~ 10 'i in ... 0 , ...... I I I , ___ --'<---- - , r ....... ---) --(-< ~--t Gw (HP·4 =·2t 2) BLOW-UP ~;~ :~~. / / / E ' ' = i<l '1. ' E 'l ~II Archit~ctural Graph1cs Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAI MOTORS Sign Type HP 49-21-90-CUS Drawing Type STEEL STRUCTURE Date 01.23.12 Lead Drafter ELB Drawn By ELB ProJect Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5.45 Amps(+/·) .-277 Volts Amps(+/·) Amps(+/·) L U/L Usted ~ Non U/L Usted Location CARLSBAQ,_ CA. Windload go I\IIP_!t I ~OOit'lBC Area __!!! SF._ Weight ;L!25~ Drawing Revisions Drawn By , Date Change b.__· ELB : 04.~5:.1~ ~ !'ER ~D !A _4 __ !!.\ -~-- & /};. __ .. ~ ' ~-:--... -- &_ .& j A_ __ --+-· TNe ~ .. the ..... .,....nr ~ MNt.ctural -.-............ ..-... -. ~ ........... ritlht*,...,..,. ... .... .. ...,...,. ................. ~ ....... . .......................................... ...,t:tM ~..,~ .. ~--~ ................. ~---~., ~"' ........... '*"" ....... ceMIIftts ~ ..... ,........, ..... ..,.~aceptfw ... ~-...-a. ........... ,......., .. )'.,. ... ...... ,.culM' ............. ~ ... -- Approved By Date Approved __ _ Code Type 12169 A Job Number T.B.D. ~tNumber Rev. HP-49-21-90.2 4 \Q c ~ C\1 ~ ' t' tc')' CJ 8 114" 1 :3/4" ~ "<----· ..... ,_ -:: ..____ --L_ _________________ _ STEEL SUPPORT DETAIL 1"= 1'-0" = ~ 1'-1" / -/ :31/2" 6" 31/2" / / / / £OF GUSSETS £ ,_ .:. " ' -G 2 ) MATCH PLATE DETAIL HP-49·21.:3 1/8" = 1" 114" /-< TYP. ~~ " 25/8" G 4 ;) LIFTING ANGLE DETAIL HP-49-21.:3 1/4" = 1" / 8 1/2" / - 2112" /-/ 1'·11" 6" £ 1£ 1'-6" £ OF THRU HOLES 8 1/2" 2 1/2" ----/-/ £ 1'-1'' / / :3/t6") < :3/4" STEEL PLATE f7/ < I 1?,, r r STEEL TUBE ' = .:. STEEL CROSS TUBE :3/4" STEEL PLATE 1/2" STEEL GUSSET ' G :3 ) MATCH PLATE DETAIL HP-49·21.:3 1/8" = 1" Ross Bryan Associates, Inc. :3" Engineers 227 F,._.. LMMf .... Dotve Naahvllle TN 372211 :3/8" THK. STEEL CAP PLATE /-;< W/1"~ H. H. NUT WELDED TO UNDERSIDE REVIEWED IN ACCORDANCE WITH STEEL CROSS TUBE ' 21/2" { / ...... 2010 CALIFORNIA BUILDING CODE ~POll antUCTUI'AL C0tM OMatTS OMLY"" H ........................ ~-...... lly• 1/2" s fE~C t;ttmT· GUSSET @ MATCH PLATE 1/4" = 1" 5" / ---·----· -/, "!--·-~)-..... , ~'!-~--1 EB i I 3i16-.7--< 3!16•'7-< EXPIRES JUN 3 0 20\2 41/2" { --------(' \Q ... • I \I) -' ... .... 0 J: ::;) "' ~ l5 -l---~ ~-= =-=t 9 ~ G 5 ) BASE PLATE DETAIL HP-49-21.:3 1" = 1' -0" 1 114" STEEL PLATE 1"THRU HOLE STEEL TUBE 1/2" STEEL GUSSET 1 112"~ HOLES FOR 1 114"i1 THREADED RODS ,_ --"<- • I ~ 112" STEEL GUSSET 10 ""' I ,_ "" - GUSSET @ BASE PLATE 1/4" = 1" ~II Archit~ctural Graph1cs Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAI MOTORS Sign Type HP 49-21-90-CUS Drawing Type STEEL DETAILS Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5~5 _ Amps(+/·1 277 Volts Amps(+/·1 Amps(+/·1 U/L Listed I Non U/L Listed Location CARLSBAQ, CA. _ Windload so MPH ~me Area ~ Weight 3,625 LBS. Drawing Revisions ~r;!'n B)' -=-~ate _ f£;~g..- /' ELB 04.05.12 PER SED 6.-.., ---------- ~--_&__ ~ ~-.& -A .-- _£_ --~-A ______ ~ fS ____ J _A_ ___ j TNti~ .. the .... ,...,.,..,efArc:~ --.-.. --~ ......... ....,.,,....,.....ttMMIM .,. • .,...., t.ttklden. " .. ~ .......... ~ ................ llpKiai~M4tM rec:tpMnt, ~ accept6ne ... 4ec.-Mt .......... cwtHt __...,._ttwt .. 4ec....-.twiiMtN c..-• ~ lft..W. ...... ,..,... ...... CiNMflb ............ ..,._ ..... .., ......... ~ ..... ,...,... ... wNd'l ................ Mf"..., ........ ....... ~ ............... ~ ... -- Approved By Date Approved __ _ Code I Type 12169 A Job Humber T.B.D. Sheet Humber Rev. HP-49-21-90.3 • • ~ c ~ ¥. C\i ' ' / 45/16" /-/ '). -.~~ ' ~ ~ ~ s 0 ~ ~ t --~ " ,.,....__. I ' I I ! ' i . ' ' f., ~ f. I r- fo: ! I I ! I f. I -I I I I I I I ' :_~ .... '~ --~ I I I I ,, ' I ,, 9'-0 3116" 8'·3 5/8" / 45/16" // Ross Bryan Associates, Inc. Engineers 227 F,.nch lMMIIo'l Drive Nashville TM 37UAI REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE "aALD POOl n1IUCTUIIAL ~ Offt.Y"' .................... ~-...... ~· ..---. ~ ~ -·.!11=-] 11\ .. ---= .:. ____ . r[ 1-+ ,, i I I' . ' II i I i . I !. i' II II ~ I II I - I'V' f-. ([~ F f.t f+ ~ 12\ J-v I I( il I; I I CJ I ! CHP-4~-21.0 FRONf 5~~:~~~ SIDE SECfiON EXPIRES JUN 3 0 2012 SILICONE PRE-FINISHED ACM COVER PLATE IN PLACE AFTER INSTALLATION 2" X 2" X 114" ALUM. ANGLE WELDED @EACH END OF ALUM. BAFFLES -lYP. 50TH SIDES 3 13/16" AGI CHANNEL 3/8" ALUM. HINGE 50L TED TO AGI CHANNEL & 114" THK. ALUM. PLATE W/3/8" STEEL BOLT ·NOTCH 5AFFLE & ACM TO ALLOW FOR HINGE (2) 3" X 2" X 1/8" X 6" ALUM. ANGLES SCREWED TOGETHER, BAFFLE & TO TOP STEEL CROSS MEMBER W/ #12 TEK SCREWS HINGED FACE OF PRE-FINISHED 4MM ACM FABRICATED ALUM. BAFFLE (.090" X 1" FLANGES WELDED TO .125" ALUM. RETURN) VERSILOKED TO INTERIOR 'BLUE' ACM FACE PANEL FABRICATED ALUM. BAFFLE (.090" X 1" FLANGE WELDED TO .125" ALUM. RETURN) ·VERSILOK TO FIXED 'SILVER' FACE PANEL FABRICATED ALUM. BAFFLE (.090" X 1" FLANGE WELDED TO .125" ALUM. RETURN) VERSILOK TO INTERIOR OF HINGE 'BLUE' ACM PANEL #10 P.H.S.5. SHEET METAL SCREWS@ 10" O.C. TO FASTEN HINGED FACE TO SILVER ACM PANEL PRE-FINISHED 4MM ACM ·'SILVER PANEL' HINGED SIDE DEALER NAME PANEL TO REMAIN UNBOLTED@ TOP & BOTTOM 50 IT 15 REMOVABLE 1 112" WIDE X 3/8" THK. PVC SPACER BETWEEN 5AFFLES TYP. 118" ALUM. BAFFLES SLOTTED TO ACCEPT 2" X 2" X 114" ALUM. ANGLES FIXED SIDE DEALER NAME PANEL TO BE BOLTED INTO RIVET NUTS TOP & BOTTOM 3" X 3" X 114" X 5" LONG STEEL ANGLE WELDED TO STEEL TUBE & BOLTED TO ALUM. 5AFFLE5 WI ZINC COATED 1/4 • 20 HARDWARE ON FIXED SIDE 2" X 2" X 1/4" ALUM. VERT. ANGLE WELDED TO ALUM. 5AFFLE5 118" ALUM. BAFFLES SLOTTED PT 2" X 2" X 1/4" ALUM. ANGLES II WIDE X 3/8" THK. PVC SPACER BETWEEN BAFFLES lYP. \------------,..--------~-) l -------r- 1 I GP-4!·21.J BLOW-UP D1~8:.~1~.~ ) I I J -- (HP-4;_2~,4) BLOW-U P o~;,~:.~ ---,-t I -----;-,-J' ' ~-1: II ,, ---------; J l.__ CHP·4=·21.J BLOW-UP D1~8: ~:.L ) --~.- -..... ----l l ~7~""~ii=~~-·l: ,!~ -_l_ Ji_-----·· I I I I J G 6 ) BLOW-UP DEf AIL HP-49·21.4 118" = 1" I I I I I I I I I J ) I I J ~II Archit~ctural GraphiCS Incorporated 2655 International Parl<way P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HP 49-21-90-CUS Drawing Type ALUM. STRUCTURE Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5.45 Amps(+/-) 277 Volts U/L Listed Amps(+/·) Amps(+/·) Non U/L Usted Location CARLSBAQ.,_(!A. _ Windload _90 MPH I 20Qit IB9 • Area .!!.§F._ Weight 3,625 LBS. Drawing Revisions Drawn By Date . Change f ~ . 04.05,1; ...J PER SeD a ---r--·- :6~. 10, ~-_&\ .&. £ ~ a--., __ -.e\. L~ L .- l*~lt ...... ~et'Archfted .... ......... -.. --.......... ~ ~--Mt4 .... ,...,..,.......... ... MfM ... IIPf'IHIIIr~ ... ~ ......... . ~~-· .. del purpoM, Mdh ........,..,~~~ .......... cwtHr ...,...,._...._ .. ~-MtiMcoptoMier ~lll ...... etln,..-t.Mf'bc......a ,....... ... ..,. ............ .,..,.,...a~ ...... ..................... ......,.,.. ..... _,....,.. ......~ ............... ~---- Approved By _____ ------ Date Approved Code 12169 ITA Job Number T.B.D. Sheet Number • Rev, HP-49-21-90.4 ~ . ~ @----1--------a · .. L L . . I --------~ ~ ---- 1 -----------"= :v ~.... r -1 ~ r I .~j ! _ _ _ _ ---Engineers ---------227F-~Drive -..... TN3722.1 2" X 1" X 118" ALUM. ANGLE POP RIVETED TO 6ACK OF 6LUE ACM CA61NET & FACE OF SILVER ACM CA61NET PRE-FINISHED 4MM ACM CA61NET '3" X 1" X 118" ALUM. ANGLE 60L TED TO ALUM. TUBE 1 112" X T' X 118" ALUM. TUBE BOLTED WI '318''RJ X '3" LONG H.H. STEEL BOLT 1" X 1" X 118" & 1 114" X 1 114" X 118" ALUM. ANGLES WRAPPED WI ACM & SCREWED TOGETHER BY #10 P.H.S.S. SHEET METAL SCREWS@ 8" O.C. TO FORM A 1" X 1 118" FA6RICATED REVEAL 1" X 1" X 118" ALUM. ANGLE STEELTU6E(GOALPOSD 4 5116" 1118" /-----/-7' 0 ~= I&.. PLAN SECTION @ 112" = 1'-0" REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE "MAUD .... 8TitUCTUIIA&. ~ONLY" ........................ .__...._ ....... ~· ..--- ~'-118" ALUM. BAFFLE NOTCHED AROUND STEEL TU6ES , ALUM. TUBES, & ALUM ANGLES CHP-4!-21.5) PLANS~~~~~. PRE-FINISHED ACM CA61NET POP RIVET ACM CABINETS TOGETHER 4" X 1" X 118" ALUM. TUBE POP RIVETED TO SILVER ACM CABINET 1" X 1" X 118" & '314" X '314" X 118" ALUM. ANGLES POP RIVETED TO ALUM. TUBE, COVERED WI A 1" WIDE ACM REVEAL STRIP & SCREWED TOGETHER WI #10 P.H.S.S. SHEET METAL SCREWS@ 8" O.C. TO FORM A 1" X 1" FABRICATED REVEAL 2" X 1" X 118" ALUM. TUBE POP RIVETED TO ALUM. ANGLES TYP. 60TH SIDES ·CONTINUOUS PER EACH PANEL SECTION ~ STEEL TUBE (GOAL POST) LEFT ENCLOSURE DETAIL G 4 J RIGHT ENCLOSURE DETAIL 118" = 1" HP-49-21.5 118" = 1" EX PI~.~~ 1" 45116" --/ / ---/ ~ '3" X '3" X 114" ALUM. PLATE ~~----:--=~---_---:--_------------ 1 ,f_ ' -\ l::.:TJ I . -.....__ ' oe--' ---1 I 1 -;-t~. I -,. 1~o o 1 f-"=!----: 1 -~-· I , ____ -"<- ~! __, l~=- '_frt=-- \_~-- _ __,_ _ __...... ·----"" ~ I --------' · I :--· ~-____ -------___ i, -'\I 1 112" X 1 112" X 118" VERT. ALUM. TUBE ,--{__;... ii) -~,... ,, ___ , _ _. -'< (\1 .... "" -~ ,_ "'----- ~ 0 GP-4=-21.5) BLADE D~:~~~ REVEAL DETAIL 118" = 1" I ------------------=-.::_t--1 112" X 1 112" X 118" HORIZ. ALUM. TUBE G P-4;·21.5) HINGE D~~~~~. '318" ALUM. HINGE BOLTED TO ALUM. PLATE & AGI CHANNEL WI '318" STEEL BOLT ~II Archit~ctural GraphiCS Incorporated 2655 International Parkway P.O Box 9175 VIrginia Beach, VA 23450 (157) 427-1900 Project Title HYUNDAI MOTORS Sign Type HP 49-21-90-CUS Drawing Type SECTION DETAILS Date 01.23.12 Lead Drafter ELB Orawn By ELB ProJect Mgr. J. MUNSEY General Sign Specifications Interior • Exterior -Single Faced • Double Faced _ Non-Illuminated • Illuminated • 120 Volts 5.45 Amps(+/-) "j 277 Volts U/L Usted Amps(+/-) Amps(+/-) Non U/L Usted Location CARLSBAD, CA. Wind load 110 MPH /_ ~0~ I!IJ:: Weight ~625 LB~ Drawing Revisions ---""'T"""·--~ -- Drawn By Date Change ~ -ELB~ 04.05._12 Pe~ S~~ -- & ___ j ------ ___ 1 .& ! _i~_ .A Jh.-~ --_ _.__ __ -l --i I & ---;-----+--~---i -=-~-=-~=r~ --= TNt~ ........ '""""' ef Arc:Mectw.l .......,., IM.,MII .. ...._.~. ~ ... Mil .... ,...,....,..,.. ... ..... ............. ~ ................... . ........... ~..,. • ...,.cW,.._..., ... .. .............. ~ .. ~----a.e.dr ..,..,._..,...,.tlec-...t .. MtM c~.,. ,..,...,._....1ft wMM.,. In ,.n. '*' .. c.-.nta ~ 11'1 _,,.._ •• ..,,.....n ueept fwthl ................................... ..., ..,..cW __ .. __ .. ___ .. --· Approv.d By ---------- Date Approved . Code 12169 ITA Job Number T.B.D. &!Met Number • Rev. HP-49-21-90.5 • ~ ( I v-· ~-\ f • I .. --\ \\ ./ __ /,q ~ 1 I I I I ----------1 "' "' ----"' "' .) ..-"' _.., ,.,,. ,_....-' I ,.,. ,__.... I ..-"' __ .--I (/ t ::; -1-..---1 I r 1 ~-:.-:.----1 ~ I )~ I "'-. ~ I , I 1/ I . \ J I --~ I \ ~ '/ I I '----------- I I I I I I I I I I .063" ALUM. "HYUNDAI PUNCHED CLIP" SLOTTED TO ACCOMMODATE STUD I --71 118" = 1" G 2 ) LOGO MOUNTING DETAIL HP-49-21.6 f •'I I ------ 1 I', I 1\/ I ,----I 1 ~~ I I "' I I I '"' I I J ',', I --'', I ' ' ' ', ', I J ' ', I ', ' I ' ', I ' ', I ', ' ' " ' ', '~ I ~ I I l••fJ'II . I I I I I ~I I I I I I ' J l __ j ___ --- HYUNDAI CLEAR ACRYLIC SYMBOL MARK .063" ALUM. "HYUNDAI PUNCHED CLIP'' SLOTTED TO ACCOMMODATE STUD 4MM ACM FACE PANEL 114" • 20 PERFORATED PAD W/ STUD SHOT WELDED TO INSIDE OF ACM HYUNDAI CLEAR ACRYLIC LOGOTYPE G 3 ) LOGO MOUNTING DETAIL HP-49-21.6 118" = 1" 1/4" • 20 ALUM. STUD SHOT WELDED TO INSIDE OF ACM 3/4" PUSH THRU CLEAR ACRYLIC -l ~---=r--- 1 1 Cl~tt---;----- l I :I I r""'~-I , I I ...... ~-._....... I I i I ' ...... ,._:---............ I ~ I ) '-.. ............ I .i ~: ~-~------......... ............... I 1 ..... , ..... _-...J ........ ...... ...... ...... SIDE VIEW l ~-.118 #2447 WHITE POLYCARBONATE BACKER STUD MOUNTED TO 6ACK OF ALUM. FACE 1" = 1' .. 0" l ____ l<tf-_-_-_--r-----PRE-FINISHED 4MM ACM FACE PANEL PUSH THRU DETAIL 118" = 1" 3/16" / / ' / ;I ~ '<3 o. \..:: ' _, 7/16" / \ / ' ~" ;::, ~ ~ -..._ ;:: t<'l C\1 ~' ' ;i5 , 11/2" / -/ 5/8" 5/16" 5/8" / -/ / / (-\ '"-j PUNCHED CLIP DETAIL 1' -0" = 1' -0" Ross Bry•n Associates, Inc. Engineers 227 ,,....,., a.--.. Dttve --Tlll 37228 REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE NAUOPOtllrftiiC:nMA&.~OHt.Y" ..................... ~-~.,.. ..-........... EXPIRES JUN 3 0 2012 ~II Archit~ctural Graph1cs Incorporated 2655 International Par1cway P.O Box 9175 Virginia Beach. VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HP 49-21-90-CUS Drawing Type DETAILS Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5.45 Amps(+/-) 277 Volts Amps{+/-) Amps(+/-) UIL Usted Non U/L Usted Location CARLSBAQ,yA. Windload _gg MPH /2~ Area ~· Weight ;t~. Drawing Revisions ,- Date . _£hange __ ELB 04.05.12 PER SED ---··-- nh~ ........ ~ .. ~ ..,.,...,!ftc....,.,., ......... ~ ~--end ... ,...,..,....,... ...... .... ~.......,._ ............ ..,..,.. c~~ ...... .,.c~a~,__. ... anc~ttM NC ........ Itf~ .... ~ ........ ~ eM ........... -.c...-t .. Mt .. cepiM .. ~lnwtMM•In,..,n.Mrlts~ ~ .... ,._ ..... ...,.,.,......~ ..... ,..... .......... __ .....,.....,.., .,.y....,eW ....... ,.culler ............ ~--- Approved By _ -·-- Date Approved _ Code 12169 ITA Job Number T.B.D. Sheet Number • Rev. HP-49-21-90.6 • ~ ' § tc? .... ' Cc 1:::: 0 iO ' . ~ ' ~ ' EXPIRES JUN 3 J-BOX FOR ELECTRICAL MAKE UP 8 ' LONG FLEXIBLE CONDUIT WHIP TO OWNER PROVIDED POWER SUPPLY 0 2012 ~ 0 .;. ~ ;; (]) ~ ' >-< ~ UJ u < "' u.. 0 UJ "' in :;?; ~ ... :::E ~ u.. 0 ~'~ ~' -- -f- 7 6'-10 314" / RACEWAY 1'-1518" 11" / / TYP. / £ £OF LAMPS -/ 3118" -// £ -----·- ~-~-~ .. --~-._..:-·.:.:::..~__:_:::.;;.=::..·_~~---~~4t:- I I ---,.,.--------\ '-........ -........... I I I I I I ~ I I I I I I r· I I. I ,W I I ' I ,_I •• / .... \ \ -..... ' / "\ ............ \ ......... ' I/ \ -...._ .__) \ \' : \ \ / I \ \ \ ( ---....... \ I ' ' \ \ .... ......_ \/ // ' .................. ~ _..> / -------__ .,.. -------- ~··-lh ~~ '\ I I I ~ • • r ' ' , .. , I '(\ '7'' \ \ , I \ I \ I 1 \ i ~ --, .~ C.~ 1-.; ~ -'-i I ._.J ~ L l:j;' 1 '1 1 I f ., ___ _a_ __ _ I l1 I 11 I l I l I ;, 1 1-- ---~--~----~--~ ~ . 4 ~~---==~~~-!.L_""-J~:;_;,~(!;-=---lt' · ~-· . 1o ' _ ~...r ,-;:::~ --. ~--------------- ~ ~ ' 1 -I v : I I ! : j I: I '--= -L J't -r= M --~ ---.: I I -· ~ ~ (HP-4;_21.7) ELECTRICAL L~~~~~!. Ross Bryan Associates, Inc. Engineers 227 F...-~-Naahvtlle '0137228 REVIEWED IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE "'MAUD .... ST1lUCT\MA&. ~ ...... .... tta. .................... ~ ....... ~. ALUM. AGI LIGHT BANK RACEW~-· MOUNTED TO STEEL PLATES Wl114".0 H.H. CAP SCREW & RIVET NUT 2" X 2" X 118" THK. ALUM. ANGLE WELDED TO RACE WAY TO CAP ENDS :3" X 4" X 114" STEEL PLATE WI SLOTTED HOLE WELDED TO GOAL POST (7) F60T12 DHO FLUORESCENT LAMPS (1) EESB-1048-26L 120·277V ELECTRONIC BALLAST (1) EESB-0432-14L 120·277V ELECTRONIC BALLAST CARLING TYPE DISCONNECT SWITCH WI J-BOX 112" LIQUID TITE CONDUIT F84T12 DHO FLUORESCENT LAMP WI TOMBSTONE FIXTURES 1 112" X 1 112" X :3116" STEEL ANGLE WELDED TO STEEL TUBE TO SUPPORT RACEWAY (2) REQ'D FRONT ACM PANEL OF LOWER CABINET SHALL BE REMOVABLE FOR ACCESS TO ELECTRICAL MAKE-UP ~II Archit~ctural Graphics Incorporated 2655 International Par1cway P.O Box 9175 VIrginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAI MOTORS Sign Type HP 49-21-90-CUS Drawing Type ELECTRICAL Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120Volts 277 Volts 5.45 Amps(+/·) Amps(+/·) AmpS(+/·) U/L Listed Non U/L Listed Location .J!:ARLSBAQ.j::A. Windload ~0 Mftil ~OOofiBC Drawing Revisions • Chan~ EL!_ L~4~~5.12 _PER SED ' -~ -' ,..... ~ ........ .........tr .. ArcHtedrolnl ---·--~ ................. ,....,.... .. ..... ... ~.........._ .................. . .......... ~ ..... .,.eN~~~,.,......, .. ~..,~ .. ~ ....... cwtMy ............... ~ ........ C41tNM ... ~lnwtMiewlft...,t....,fbutftlt"* .............. .., ............ .,,.....~ .. .. ~-...... ·-~Mt ....... .. .....,..~ .... ..._...w.,.,.,..et~.._ -·- Approved By ___ • ----~ Date Approved _ Code Type 12169 A Job Number T.B.D. Sheet Number • Rev. HP-49-21-90. 7 • ... (JjPJA 0d(j) r "\Vj"' • ' ' 'r:: . " l-·-· ·-· ~-____) ... -· .._ _ __) ..... c.._ Dealer Name I ' ' ' ··t -.. ------ Co '='·-·-~~~?,.~;..'\.':',~~,~~?!...'\.'"}"~~ t:: ~>\.-- i<l (!. " ... .. . . ~---·----. . . )'------7-3" ·-------. #6 REBAR @ 12" O.C. E.W.E.F. r ., \ ~ . -] j I ' L . .. . .. 3'·0" /------7 G 1 J VERTICAL SLAB LAYOUT HP-49-21.8 114" = 1' -0" ~ Co t:: ~ Q s 1'·6" ..... ~ ..... ~ THREADED RODS & PATTERN TYP. FOR ALL FOUNDATION TYPES ' Co ' t:: ~ ~ ~ IS) ,_ -" __ , <1:1 t:: GP-4:_2u) SECTION @ c~~;~,~~. GP-4;·21.8) FOOTING D~~~~~. ' ,::_y / ~"'«~ ~ ~ ~~~~ '~Vr'A~> ~ »/~ ~\::<v ~"'" # ---, __ _ " .. ~., " " .. " " "' " " " " " " 4 "' "' ~ 4 " " " ~ " J> .. " ~ .. .. " 4 ,~ .. " ' " " ./' " fo ' " " 4 " 4 lh .. " .. -'1,;----- Jt--------3'-6".0' GP-4=·21.8) CAISSON L~~~~~;. E JL GRADE Ross Bryan Associates, Inc. HIGH STRENGTH LOW-SHRINK GROUT Engln-rs 227 French.._ ...... llftve Naehvtlle TN 37228 LEVELING NUT REVIEWED IN ACCORDANCE 1 1/4".0' X 36" GALVANIZED STEEL THREADED RODS WITH (16) #6 REBAR ON A 36" PATTERN WI (4) #3 STIRRUPS @ 6" O.C.@ TOP 18" & THEN 12" O.C. THEREAFTER X PI R ES N 3 0 20\2 lr- NOTES: 2010 CALIFORNIA BUILDING CODE "MAUD POR 8TIWCnMAL _,-.ONLY" lt ....................... ~ ........ .,.. ...-..--. ALL STEEL BELOW GRADE (INCLUDING EXPOSED ANCHOR BOLTS) SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE -2500 PSI VERTICAL SLAB · (5.2 CUBIC YARDS) CAISSON-(3.1 CUBIC YARDS) REINFORCING -GRADE 60 WI 3" MIN. COVER DO NOT WELD REBAR ~II Archit~ctural GraphiCS Incorporated 2655 lntemational Par1<way P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HP 49·21·90-CUS Drawing Type FOUNDATION LAYOUT Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced _ Non-Illuminated • Illuminated • 120Volts 277 Volts UIL Usted 5_,~-Amps(+/·} Amps(+/-1 Amps(+/·} Non U/L Usted Location CARI&B!Q. ~­ Windload _9Q MPtt__tl~ IBQ__ Area ~ Weight ;t~-- Drawing Revisions Draw~ By -+~a!" , Change __ /\ ELB • 04.05.12 PER SED 1_-~_:~~------~------· b\ . 1.:\-6\-- &:~ ~· -_-·--------~-- ~'-------~'::, ' I !i: -------·--~-------- ~~ -]--~~--=-~ = -- Thts~ .......... ~of~ ~-Inc.., encl .. --.n. .....r.ctwrtne. ~ ........... ,...... .................. .... •J~PN-'Y ~ ... auiMRttled .,.,... • ~,..._...-hlp,t.ra ~.t~M,..wlth<l ~by ecceptlnethlll ~ ... __.. cwtecty MMI.,.... thft thls McuMent wtl ft« M copied« ~""wftooMertn,..,t.nortb~ ,..,...... "" _,,...... ., to .,y perMft Qcept for the ,...,..... fw which tt wn ,_.,..., Mf" MY apec'-' .......... ,.cua.r to .......... ~..,...,.ated tn -- Approved By ________ _ Date Approved __ Code Type 12169 A Job Number T.B.D. Sheet Number • Rev. HP-49-21-90.8 , ~ ::::: t<) 0 (» ' ~ :::: z ~ ii) 'i f-. ' , .... Ill w -' 0 J: w u z ~~ ~~ -1< U "-u..lll Oo(l ')or<>-' ~ :::: 2 .... -~--- / / / 4'·0" -/ 2'·0" 2'·0" ·-/ -/ £ OF CLEARANCE 8" HOLES & SPACERS 8" -/ / / " <lYP. 'B :3/16''/ 0 :311E~"/ < lYP. ---------~ ___ < lYP. \::;jM6"/ GP-4~·21.10 TOP SHIPPING ;:.~1~~. 4" X 4" X :3/8" STEEL TU8E 1".0' X 6" LONG A:325 ZINC COATED 80LT 2" X 2" X 114" STEEL ANGLE 8RACE WELDED TO 4X4 TU8E & C-CHANNEL lYP. 2 1/4".0' CLEARANCE HOLE NEAR SIDE & 1 1/8" HOLE FAR SIDE :3 114" LONG · 2" SCHED 40 PIPE SPACER (2 3/8" O.D. X .154" WALL) C4 X 5.4 STEEL CHANNEL TYP . ' C>.i ;:: lO _, -~= ('l '--1112" • MIN. ;:: ,10 .,.., . •. \ ' .. ~II Archit~ctural GraphiCS Incorporated 2655 International Parlcway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title HYUNDAIMOTORS Sign Type HP 49-21-90-CUS Drawing Type SHIPPING Date 01.23.12 Lead Drafter ELB Drawn By ELB Project Mgr. J. MUNSEY General Sign Specifications Interior • Exterior Single Faced • Double Faced Non-Illuminated • Illuminated • 120 Volts 5.~5 277 Volts Amps(+/·) Amps(+/·) Amps(+/·) U/L Listed Non U/L Listed Location CARLS_IIAQ.j:A. Wlndload 90 M~ I 20~ IBC Area ~ Weieht :t,625 LBS. Drawing Revisions ---- Drawn By Date 6 E~ ·-04.05.12 lA ~-­&__ & ~ 6 __ ~ ~-&_ -------. 6 __ _&-_: Change PER SED n.~ .......... .........nr~~ ___ .. __ ~ ............. ,...,..,.. ......... .,.. . ........, ............... ~---· ~,......,..... ............. ,......,Mil tiM ,..,.........,. . .,... .. -.::....-........ ~ 8M ...... -..tW.-.c......twllnootM~., ~ ........... ln,.,t,Nrb~ ......., ... .,.,....,..,. ., .. .,.,. ,.I'Mft uceptfwthe ..................... .......,,.... .. ,...,.ua~ ......,.. ,_.,._ .. tNs...,. M '-'c..,...m.-1 In -- Approved By _ Date Approved __ _ Code Type 12169 A Job Number T.B.D. Sheet Number Rev. HP-49-21-90.10 ,\.. ... ~~~ Archit~ctural 4' .. 0" GraphiCS / / Incorporated 2655 International Parkway P.O Box 9175 1°·3" 1°·6" 1°·3" VIrginia Beach, VA 23450 (757) 427-1900 / / -/ .. / It OF 4X4 ANGLES It Project Title & ClEARANCE HOLES HYUNDAIMOTORS 8" 8" / / / -/ Sign Type HP 49·21-90-CUS ' ....,__ " ~ Drawing Type ~ 3/16"/ < TYP. SHIPPING \_M6" / < lYP. Date 01.23.12 t-1 Lead Drafter ELB ;::: Drawn By ELB t;-t-1 Project Mgr. J. MUNSEY ~ General Sign Specifications ..... 10 L Interior • Exterior N • Double Faced .;. Single Faced ,<7' ~Oii6V < lYP. ---·- Non-Illuminated "" • Illuminated • 120Volts ~4§ Amps(+/-) ~M6"/ <lYP. 277 Volts ----Amps(+/-) ' ---Amps(+/·) U/L Listed ~] Non U/L Listed Location CARLSBAD, CA. ""*" . -0 0 Wlndload .J!9 ~H /2~1BC Area ~g SF. Weight 3_,625 LBS. i'D io = Drawing Revisions Drawn By Toate ~-::::: ::::: ~ UJ Change t<) t<) <..> -z }, --... ___ ,--- cC ;... :i .. :::::. ELB 1 04.05.12 PER SED 0 .;. = -----.--0> < . .41 . -~-~Ill <..>~ ; jf.':. ________ --_: . ---ILO 0::1: I A.~---., -----.!--,<7' ~ ~ ~ 0 1 118"e CLEARANCE HOLE TO ACCOMMODATE 1"e GRADE 5 60L T E I \ I Ill ; . -~c---=~---~ ~--~ ~ ~ -~ UJ ~IJ. ~--------·. _l__ -- -~ 4" X 4" X 3/8" STEEL ANGLES z -. _A. I ' < I WELDED TO C·CHANNEL TYP. t~--1 ----1-.. -Ill Ill ' =z~\ -=---=r -=-~--=-~~-~ ·_-_ 0 ·' "' <..> "-0 L\ , "<-~-4 " X 4" X 3/8" X 1°·2" LONG STEEL CROSS ANGLE ------------· -.----M-1-------------iL __ ~-----~----·- ~ \ WELDED TO INSIDES OF 4" X 4" STEEL ANGLES ..... ,.. .............................. ef~ 0 10 ~-.._. .. .....,.._ ............. N ~ ................. ,...,.... ...... .;. ........................................... ......................... ....-cUI,......._ ..... ~ltr~"*tloc......e:-----CWIIINJ ................ ~--M-...._. t-1 ~ ... -... .... ,.n. ....... ~ ,...,..... ..... ,......, ... ..,.,.......UC4flll,_ .. ;::: ,..,.... fwwNch .... ~ ........ ,. ....,c'-1 t;-......... ,.c ..... to ....... ~~"' t-1 -- 2" X 2" X 114" STEEL ANGLE 6RACE Approved By -·------____ WELDED TO 4X4 ANGLE & C-CHANNEL TYP. Date Approved -- Code Type I C4 X 5.4 STEEL CHANNEL TYP. .........., 12169 A "' _,_ --- Job Number E HP-4;·21.10 BOlTOM SHIPPING 3:~ ~~~ T.B.D. Sheet Number Rev. HP-49-21-90.11