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PS 14-92; HOEHN MERCEDES BENZ; Sign Permits/Programs (PS)
«~SJ} ~ CITY OF CARLSBAD REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .ca rlsbadca .gov All plans submitt~d 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 wee.ks Name of Project: UGl2C6)6S. 1:£A..>z: 6nc?LSB8:D PltLOA.) Address of Project: 5 '-I l 5 .c.8:R, ca LDTR\i))R . Assessor Parcel Number: f) I\ -LP"6r{) . -(/)~ (/;J.!) Related Planning Case Number($): --------'-------------------- TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) ((6)) Commercial (e) Service Station (h) ~ Office/Industrial (f) Prof. Care (i) SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Theater Gov't/Church Public Park (j) Produce Stand (k) Nursery (I) P-U/OS Zone Yes~ NoO Specific Plan Number 1 q VILLAGE REVIEW AREA (ff yes. please complete information on page 3) Yes D No~ SOUTH CARLSBAD COASTA~EVIEWAREA Yes O No []I" SIGN ORDINANCE: Yes~ . No O / COASTAL ZONE: Yes O No@' P-11 Page-1 of 4 Rev. 06/12 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall Suspended Directional Canopy· Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes O 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** J 4~.cn4 -,n_. ~ .. ~ ,~<:1 .. lctl · d4, q '1ti;"J Monument** Wall· Suspended Directional Canopy Freestanding** (Project Identity) .. 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 **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 ho.w the proposed signage ~ill 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 Page2 of4 Rev. 06/12 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 l I P/L / Sipt Dist:ce Requirement Show buildin11;/s . i I I j I ~---l Show setbacks from all curbs --- I I I ' I : I Show all property lines I P/L ' i I :/ I curb line : I I --~ ------------. • • Siaht Visibility j Street Name(s) (i) 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 Square Footage: wq \otb sq. ft. Total Building Street Frontage:·. /JJ/J~', 5 1f.z,,_.· '' __ linear ft. , Total Signage Allowance: /:R!XP . 9:? sq. ft. f:xisting Signage (sq. ft.): , ,;2'tB .~ .~ sq. ft . . Remaining Sign Allowance at Present: l~~ ~ J~ _ sq. ft . . Proposed Signage (sq. ft.): , '] d. . :3 sq. ft. Remaining Sign Allowance After Propos~d Sign: ':;t5 · .-~!4 . . sq. ft. VILLAGE REVIEW AREA Total Signable Area: --------sq. ft. Total Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. i:otal Projection from Wall Face: inches P-11 Page 3 of4 Rev. 06/12 PROPERTY OWNER APPLICANT NAME (PRINT OR TYPE) .. NAME (PRINT OR TYPE) -HoGJd+.) be~ LLc_ (:__J_E:flR_ Slt;A) $ ~qA.J MAILING ADDRESS MAILING ADDRESS J--Z(/> A.)J4vAJCJ ST CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE ~A.) u~~, OtJ C/~f/J7i I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I Afy1 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. · TA:~:;:mWLED;irs, ,<? /0..QL ~cJt.µ1 SIGNATURE DATE SIG~TURE 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:,QhAUJ ~ Date~ f'Z-l '-{ P-11 . Page4 of4 Rev. 06/12 :N"overnber13,2013 PfO. BOX 789 CARLSBAD, CA 92018 760 • 438 • 4454 City of Carlsbad, http: I I www.carlsbadca.gov Development Services Dept. 1635 Faraday Ave., Carlsbad, CA 92008 (760) 602-4610 Planning, (760) 602-2719 Building & (760) 602-2,750 Engineerjng Re: Hoehn Motors -Sprinter project 5475 Car Country Drive, Carlsbad, CA 92008 (AP:N": 211-080-08 & 09) Dear'Deveiopment Services Dept.: I, t. William Hoehn, III, hereby grant permission to Horine Group, our project managers, to obtain records, sign applications & permits for the subject project listed above. The project consists of the a new Service & Repair Bldg., totaling 3,760 SF, and three Sprinter Display parking space fronting on Car Country Drive, shown on the construction documents plans. If you have any questions or require additional information, please contact m:e at (760) 438-4454. Thank you for your assistance in this matter. Sincerely, T. Wiffiam Hoehn, III Hoehn Group, Director President, Hoehn Motors C <C m en @ ..J 0::: $ ~ 0 ft u. 0 Cl c:t: > I--0 ' ----~===-::1::Co.~~~.,,..~-!::·--"i"'.':-,"": 4 Lo!~~~~-.c·"=·-=-:-:;-,=ei=·G=N=PE=·r~~~=:·=-~-+,~=·o-::::~:::~=,~rrg.;(:::-~d=,·==~' ~·;-:-': ~-----'---,-------.-------- ao .0 ~o so ... ,:o ~o ~ ii ~ ~o 10 QO ~o =~ ~o ,. ;. ~ s22•lll"E 211.71' PIIOl'El!IYUNE •22•11" 411.12' -....... . .... • SITE PLAN -~~rii) SIGN 1-t( ~GN,INC. I. 170 NAVAJO STREET SAN MARCOS, CA 82078 1· 10 7•D,7:11•.•111 10 7•D,7:ll•.•1a1 ... -02C09CN ... •Dollgn, ni. Uc#:745954 Thia dnw.ing and the concepts It represenlli are Ille ..io proper1¥of OeorSgn & Dealgn. Inc. end ffl8'J not be reproduced biJ any method WOhoutlhe-pennloolono! C....Sgn&~lnc. D Awovwd D Awovwd •• Natocl mannu~------- D-------- .. ~, . ' " AGI 54 75 Car Country Dr 7-18-14 Initial Design -TL CO: Carlsbad, CA 92008 13914 DO Pennlt Cover Sa1Hpel'llon: GG ProJect Manager: TM AGI -Mercedes Benz • 13914 Ii[· 16J Mercedes-Benz 5475 Car Country Dr, Carlsbad, CA 92008 APN: 211-080-0800 Legal Description: Lot 8 Map 012242 Legal Owner: Hoehn Group, LLC. PERMIT SET ,i, / 8'-7 1/411 r-----71-8112'' --~ 1'-87/811 1 l co (0 I I r,... ro DEALER APPROVAL #135 Commercial Vans Pylon NOTE: All signage and locations are as prescribed by Mercedes-Benz USA, LLC. Any revisions requested of these sign selections or their configuration on the site or building facades shall require prior written approval from MBUSA Dealership Facility Planning. ~II Architectural Graphics Incorporated 2655 International Parkway Virginia Beach, VA 23452 1.800.877.7868 • www.agisign.com Client: Mercedes-Benz USA Project Title: MB Carlsbad, CA Scale: NTS Date Created: 2/21/14 mar Proposal: Date Revised: ~ \0 I() :::: r!. 0 ' ~ ;.. \0 ~ t I' \0 in ,..--- ~ , 1 , PLAN VIEW \_ME6·135.1} 1/4" = 1'·0" 8'·71/4" 1~ 5'·1111/16" 1" 1--" ~---Jlf 7'·81/2" l/v ' I /~--3/16" HEAf FORMED 5G400 fRANSLUCENf WHlfE POL YCAR60NAfE PRISMATIC 5f AR LOGO (SIZE 5) ~ "r..m.·-1--1-;;...~-+---~--FACES, IN5ERf5, REVEAL, & MESSAGE • / MODULE PAINTED MAT.THEWS VOC16565P v:~ [/ 'BLUE METALLIC' (75% GLOSS) /[./ {Co)IJ'ITillJ'ITil(elJ'(COai,~11<111'~1--+---11-1-----COPY 15 ROUfED AND 6ACKED V111n11 WI 3/16" fRANSLUCENf WHlfE 5G400 POLYCAR60NATE • COPY STYLE 15 COPORATE '5' REG. i.~-----STEEL PIPE UPRIGHTS PAINTED MATTHEWS VOC16575P 'SILVER METALLIC' (75% GL055) ~--ACCESS PANEL 1 2 , FRONT ELEVATION \. ME6·135.1] 1/4" = 1'·0" D r 3 , SIDE VIEW \_ ME6·135.1] 1/4" = 1'·0" NOfE5: 1.) ENGINEERED FOR 90mph WINDLOAD 2.) WEIGHf • APPROX. 3,600 117e. 3.) AMP LOAD· 3.4 a 4.) LOGO CA61NEf • 59.42 ef 5.) COPY CA61NEf • 11.88 ef 6.) fOfAL • 71,94 ef /iYl:11 :~:::::ural ff~ lncorp9rated 2655 International Parkway P.0Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 . Drawing Type ELEVATION Date 06.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr •. L. BROWN General Sign Specifications D Interior • Exterior D Slngle Faced • Double Faced o _______ _ D Non•lllumlnated • Illuminated • 120 Volts ___ Amps(+/.) D 277 Volta ___ Amps(+/.) ---· ---Amps(+/.) • U/L Listed D Non U/L Usted Location Ca~sbad,CA WlndloadSIO~M!!!;PH:!.!_ ____ _ Area Weight Drawing Revisions Drawn By Date Change & JGD 08,21.14 P~R SED Tht. document ls the aole property of Architectural G,-phb, Inc,, •nd all design, manufacturing, reproduction, UM •nd ale rights tet-.llng ~ .. me _. expressly forbidden. tt 5-.ubmltted under• confklenU•l rel.UOnahlp, for• •pec:1-1 purpae, and the recipient, by .cceptlng tht. document IAllmn custody Md .. ,... that thla documlfflt wlll not be copied or reproduced In whole or In .,.rt, nor It& content. nvHled In any 1n11nner or to •ny penon •xcept for th• purpoq for which It was tendered, nor •ny apect.l temu,-pec:ullllr to thll: dnlgn be lftCOrpot..t:ecl In -... -. Approved By ______ _ Date Approved Code Type 05749 A Job Number Sheet Number Rev. MEB-135.1 II) ...I lU z z < :c fS> 0 ..J, ~ lU ~ 0 ~ 9 ~ ~ 1" OUTSIDE TO OUTSIDE OF 6ARS f 0 1, .o /' 1 , PLAN SECTION (STEEL) \.MEEH35.2.J 318" = 1'·0" r-8112" OF STEEL PIPE UPRIGHTS ~ .. 6'-7 3116" 13 GA. 5RAKEFORMED 5.5. CHANNEL WELDED ~ . 1 I :1 ---""--, TO TOP OF STEEL TU5E CROSS MEM5ER , 11 STEEL CR05S MEMEIERS ,,r 'H ' ~'k--i.,J-l--~i;-,-i;;;;;;::;:;:;;;:;;;;::;;;;::;:;;;;:;;:;;;;::;;;;:;;;:::;;;::;;::;;::;;;;:;;;;::;:;;;;:;:::;;:;~·;!;:;:;;;::;:,~';rr-~.:;ll-, 1~ fS> ~ \t) i I .. /1 \ , i 135.2 i~+-1--< TOP \ J ".] 114" " & EIOTTOM ,, -----, 4" X 4" X 114" STEEL TU5E CROSS MEM5ER 5UTT WELDED TO VERTICAL STEEL CHANNELS ,·~ 118" CONDTINUOUS 5EAD OF SILICONE ,~ APPLIED TO JOINT FORMED 5Y CHANNELS AND STEEL PIPE UPRIGHTS /1 . 3116" STEEL 5AR WELDED TO 50TH ""1114" ' ' SIDES OF PIPE UPRIGHTS ~ C4 X 7.25 VERTICAL STEEL CHANNEL CAPPED ATTOP AND50TTOM WELDED TO STEEL PIPE UPRIGHTS -1118" ~ V,....._ __ 4" X 4" X 114" STEEL TU5E CROSS MEMBER 5UTT WELDED TO VERTICAL STEEL CHANNEL 1118'~ I/ i::;.,::=:::===-=-==::=::======::=::======::=:::=;;;~lrt---i---12GA.6TEELCAPATTOP&60TTOM OF VERTICAL STEEL CHANNEL \ -DRILL 114" WEEP HOLE IN BOTTOM CAP ONLY ~-1---1---BRAKEFORMED STEEL ANGLE WELDED TO SIDES OF 50TTOM CR055 MEM5ER .-1011 5CHED. 40 STEEL PIPE UPRIGHTS 7' X 4" ACCESS HOLE FOR ELECTRICAL CONNECTION ~t= ~ v-3/4" STEEL GUSSETS ii5 ~ -r-*/--=--4-1" THK. BASE PLATE /' 2 , STRUCTURAL ELEVATOIN (STEEL) \ME5·135.2) 318" = 1'·0" 3" X 3" X 318" STEEL LIFTING ANGLE WI 13116".0 HOLE FOR 314''RJ CLEVIS MOUNTED TO SIGN WI 314" 5.5. ( --------------,.. ',1 H.H. CAP SCREW -REMOVE ANGLE l , AFTER INSTALLATION & SILICONE j ! SEAL BOLT 5ACK INTO PLACE-:-----------------~ I 314"5TEELPLATE-FILLETWELD / ~ ~ / ATV-GROOVE AND GRIND SMOOTH : , r : l--+-----Y twuuv~~#?A~ I 13 GA. BRAKEFORMED STEEL CHANNEL WELDED TO TOP STEEL CROSS MEM5ER I I ,; ,) ! STEEL TUBE CR055 MEM5ER i l -~ ~ 1111 5UTT WELDED TO VERTICAL / 'l ~ STEEL CHANNEL -+-.ii ,; I ~ : 12 GA. STEEL PLATE WELDED 1 1 ~ 1 TO VERTICAL STEEL CHANNEL L-_ -__ -_ _ 1 !, i AT TOP AND 50TTOM , ,; 1 : 314" • 10 STEEL NUT WELDED ! 1 ' i i, TO BOTTOM OF STEEL CAP PLATE ; 1 r,, ~ ! J I ~ ~ j:, VERTICAL STEEL CHANNEL --<1------aa~ I 'l I'/ STEEL PIPE UPRIGHT ! 1 ~ k;: i 3116" STEEL 5AR WELDED TO STEEL PIPE UPRIGHT ! : t k;: ! { I I/ ~ j \, _________________ J_ ____ IL --------------------------------------------------~ ___ ) I 3 . , 5LOW-UP DETAIL \.ME5'~135.2.J 114" = 1" n ~'><------TYP-~~~--------------• :>-c"J-rc3~/1~6 ~ 3116" X 1112" STEEL 5AR WELDED TO STEEL PIPE UPRIGHTS ON 50TH ~ SIDES ,-~-~--STEEL PIPE UPRIGHT , C4 X 7.25 VERTICAL STEEL CHANNEL WELDED TO STEEL PIPE UPRIGHTS ·CAPPED @ TOP AND BOTTOM WI 12 GA STEEL (50TTOM PLATE TO HAVE 114" WEEP HOLES) :U4·-:-----J;t--~---------------~i-5TEEL iU6E CR055 MEMBERS 1YP./ "-:J. 1/4 , 1 5UTT WELDED TO VERTICAL STEEL I=-==-""-::.=-:::..;:.:=-=:;=-=~~~\,~ A CHANNELS --r. ~ ~ ~ l<lll~l----~~------------~~--1 112" X 1 112" X 1/8" X1 112" STEEL ' J ANGLE WELDED TO HORIZONTAL BRAKFORMED STEEL ANGLE TO SUPPORT PROP ROD ~~~ I' 4 , 5LOW-UP SECTION \MEB-135.2) 114" = 1" firF..11 :~:::::ural II~ Incorporated 2655 ln)emational Parkway P.O Box 9175 Virginia Beach, VA 23450 (757) 427-1900 Project THle MERCEDES BENZ Sign Type 135 Drawing Type STRUCTURAL ELEVATION Date 06.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L. BROWN General Sign Specifications D Interior • Exterior D Single Faced • Double Faced o ________ _ , D Non-Illuminated · • Illuminated • 120 Volts __ Amps(+/•) D 277 Volts __ Amps(+/·) ---· ---Amps(+/•) • U/LUsted D Non U/L Listed Location Ca~sbad,CA Wlndload9"-'0'-'M=P-=-H=------- Area Weight Drawing Revisions Drawn By Date Change & JGD 08.21.14 PERSED Thia document la the aole property of Archltecturlll G111PhJca, Inc., encl •II dftlgn, m11nufacturfng, nproductJon, UH •nd Nie rflht. Ntmnllnt the Ame .,.. uprnelr forbidden, tt .. •ubmltted under• confldentllll nlatlonehlp1 tor a •PKlal purpN•, and the , nt;=lplent, br -.cceptlnt thll document-umN cultody •d .. ,.., that thla clocumitnt wlll not be copied or .-.prod~ In whole or In ,-rt, nor Its contents renaJed fn any tnanner or to any person •xcept for th• purpoea for which ltWM 'btnderecl, nor any epec:111 fe.turN peculiar to thle dNltn N Incorporated In olhorprojecto, Approved By------- Date Approved Code 05749 Job Number Sheet Number MEB-135.2 Type A Rev. ....................................................................................................................................................................................................................... ~ C\I j 2" OPEN CONflNUOU5 5.5. PIANO HINGE POP RIVEfED TO 5.5. CHANNEL 0 ( ~ 5.5. POP RIVEf fO SECURE 1~ PIANO HINGE fO 5fEEL CHANNEL ~ \ 13 GA. BRAKEFORMED 5.5. CHANNEL / WELDED fO 5fEEL TUBE CR055 MEMBER (BY AGI) cl) ic5 -~ ~ 5fEEL fUBE CR055 MEMBER G 1 ~ TOP TUBE CROSS MEMBER MEB-135.3 112" = 1" ~-------------------12 GA. BRAKEFORMED 5fEEL ANGLES I I I .. WELDED fO 5fEEL fUBE CR055 MEMBER (PROVIDED BY GLOBE AND WELDED fO fUBE BY AGI) ~ ----------BOTIOM HORIZONfAL 5fEEL TUBE I I CR055 MEMBER BUTI WELDED fO VERflCAL 5fEEL CHANNEL ~-----1 112" X 1 112" X 118" X 1 112" 5fEEL I 0 ANGLE WI 5116".eJfHRU HOLE FOR 114"·20 CAP 5CREW WELDED fO BRAKEFORMED 5fEEL ANGLE ro 5UPPORf ALUM. PROP ROD r-----3116".0 fHRU HOLE FOR #8·32 1 / FLAf HEAD SHEEf MEfAL SCREW "-=====r:::f:==:::::i 314" ~ 314:' '....--c:==:=::o:======~ 1118" ~ 1318" 21/2" 1112" r 2 , BOTTOM TUBE CROSS MEMBER \.ME5·135.3.J 112" = 1" 11116" 413116" 4" 13/16!' " 213/16" l ·1 I /' I 13 GA. BRAKEFORMED 5fEEL (BY AGI) r 3 , B_RAKEFORMED CHANNEL DETAIL ~EB-135.~ 1" = 1" r----:::::/'97'//'"?r'//77";///7"/,""v:::----------CARLING TYPE Dl5CONNECf 5WlfCH WI J·BOX ////// --( 4) #8 X 314" UNDERCUf 5.5.C.5. 5HEEf MEfAL 5CREW5 14-5" X 811 X .090" ROLL FORMED ALUM. ACCE55 PANEL 4" X 7'' ACCE55 HOLE IN STEEL TU5E UPRIGHf FOR ELECTRICAL ACCESS "------811 X 5" X .090" ROLL FORMED ALUM. ACCES5 PANEL r 4 , PLAN SECTION (ACCESS PANEL) \!v1E5·135.3.J 114" = 1" • ~II ~~:;::::c;:ural II~ Incorporated 2655 International Parkway P.0Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 Drawing Type DETAIL Date 06.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L. BROWN General Sign Specifications D Interior • Exterior D Single Faced • Double Faced o ________ _ D Non-Illuminated • Illuminated • 120 Volts __ Amps(+/•) D 277 Volts __ Amps(+/·) ------Amps(+/·) • U/LUsted D Non U/L Usted Location Ca~sbad,CA WindloadllO~M=PH-=------ Area Weight Drawing Revisions Drawn By Date Change &. JGD 08.21,14 PER'SED Th .. document .. the Nie property of ArchH:IICturml Qr.phlce, Inc,, .nd •II dNlln, m11nutKturlnt, raproduotion, UN •nd aale rlllrt. regnln1 the Htne ... upreNly forbklclen. tt la eubmltled under• ccintklentl•I relatlonahlp, tor• epecS.I purpose, and the raclp&ent, bW' ecceptlftl thll document ••UfflN cuatocfy Md .. Ne• that thl9 document wlll not 1M copied or reproduced In whole or In ,-rt, nor lb content. nvHled In •ftY fflllnner or to any peraon ea:cept for the purpoee for whlcffl It WM tendered, nor •ny epecl81 feffl11• pecull8r to thll: dNlln be Incorporated In -.... -. Approved By------- Date Approved Code Type 05749 A Job Number Sheet Number Rev. MEB-135.3 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------·---- f 1'-8" f 21/2" 1'-3" I/'"' 5116"V 0 a: 1 114'" HEX HEADED A. RODS I ~ ~ l -1" STEEL 6A5E PLATE WELDED ~ TO 60TTOM OF STEEL PIPE UPRIGHT (! \ -------';-------------J,-1-------- //JJo11---------+----STEEL PIPE UPRIGHT I /' ,/ 1 _ _,.,;/=--~----------'I""' (4) STEEL PLATE GUSSETS WEDLED ~"-1----------+-----TO-SI-"'-TE+E-L-P---<IPE AND STEEL BASE PLATE 114" V m. 0 0 ~-------------------------, 1/ 1 , 5A5E PLATE DETAIL 1 l \.ME6·135.4,J 1/4" = 1" l L-------------------------~ \0 6" ~ -------(4) 314" STEEL PLATE 1 2 , GU55ET DETAIL \.MEIM35.4,J 1/2" = 1" GUSSETS WELDED TO BASE PLATE AND STEEL PIPE UPRIGHTS me:11, ~~:::~~tural II~ Incorporated 2655 International Parkway P.0Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 Drawing Type BASE PLATE DETAIL Date 96.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L. BROWN General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o ________ _ 0' Non-Illuminated • Illuminated • 120 Volts ___ Amps(+/•) D 277 Volts ___ Amps(+/.) ----___ Amps(+/-) • U/Lllsted D Non U/L Listed Location Carlsbad, CA Windload90~M~PH'-'-------- Area Weight Drawing Revisions Drawn By [!ate Change & JGD 08.21.14 PER~ED Thie document Is the eole property of Archltecturml Graphlcl, Inc., •ncl all cletlln, rnanufacturlnt, nproducUon, UM Hd .. ,. rltht:8 1W9wdlng the HrM .,. expreuly forbkklen, It le •ubmltted under• conftclentf•I rel.tlon.tllp, for a a,-clal purpoH, encl the recipient, by 11eceptlng this document .. umH cultocly llf'ld ....... tt..t this document will not be copied or reproduced In whole or In PMt, nor He contents revealed In any m.nner orto an, penon except for th• pur,-e for which It WN tendered, nor an)' epeoS.I t .. tu,.. peeulS.r to this dNltn N lncof"POl",9tecl In -... -. Approved By-------- Date Approved------- Code 05749 Job Number Sheet Number MEB-135.4 Type A Rev. m ------'1 ~ I \ ~ J I{) !"I . f,.. ~ ~ 0 -· ~ = ~ ::::: ~ t\l -· t\l ' I I : I I \ L'"=J -\ ------- ------- ~ I 1<11,....1-C\\c-~ ----HINGED ALUM. FACE &. ~ "' :,.\ ,, ,, ,, :,. \ J ALUM. PROP ROD (~ l..1 135.5 .--::::::::::::+ :::::::::::::(4\ / ~ 11<1...;1-------5TEEL PIPE UPRIGHTS 1/8" ALUM. RETURNS WELDED TO 6ACK OF ALUM. FACE PANELS----- :---\--------r -., -----------~ /-;::..::.--:.::;, _::.;,,.~;:====-==-===:.=--:· -=,,_-2" OPEN CONTINUOUS 5.5. PIANO HINGE 1 POP RIVETED TO STEEL CHANNEL AND I \ ~~~ 1 ALUM. RETURNS ~ ~_:_:v~ ,, \ ( ~ i : '-1+-1-L--------.;....11 -5.5. POP RIVETS I I #12 X 1" 5.5.H.H. TEK 5CREW5 ----l----------1+-1·~ n : "d#ij§ijdddd#; : : ~ \ 'fj : GA <:>A O II /~/ '-----+'l~'-+--------.l.. ,1 -13 , BIV\KEF RMED STEEL --+---------/ '/ /;'., 1/4" GAP BETWEEN RETURNS CHANNEL \ ?' : I [j V I : [j ~ : I [/, (/ I : ~ v : ~ [j I ~ j : ~ ~ I [j ~ : k) /7 // // // // // // // //;:;;, : I ~ I VERTICAL5TEELCHANNEL--+----------.i~ 1 L ____________ --------------------____________ _) /' 2 , 6LOW-UP DETAIL \.MEB-135.5) 112" = 1" 1/8" BRAKEFORMED ALUM. ,--i STAR LOGO PANEL I I ~ I I I I I I I I I I I I 1/8" BRAKEFORMED ALUM. I I I I I I DOUBLER VER51LOCKED I I I !3 I TO 6ACK OF ALUM. FACE I I<) I I . PANELS I ~ I I I I I I I I I I I I I I I I I 11811 BRAKEFORMED ALUM. I I I I I . I ME55AGE MODULE I L __ lJ f 3 , 6LOW-UP DETAIL \MEB-135.5) 1/4" = 1" ,----------------------------------------------------------------------------------------------, I t I • I (2) ALUM. PROP RODS '"ff////////////////// /) ~ v '/ I/'. BOTTOM STEEL TUBE CR055 MEMBER -l-----------.i,;.fj ~ IJ V ~---.:--114" • 20 6.6. MACHINE 60LT6 ~~-1--------511 X 811 X .090" ROLL FORMED ur ALUM. ACCE66 PANEL r 1 , SIDE SECTION \.MEEl-135.5) 112" = 1' -O" [j ~ I/'. ~ I -~ ~ [jj, ..._.,__--1-_,__ __ ----I BRAKEFORMED 6TEEL ANGLE '/ [jj, 1 6 i TO ATTACH 6TEEL STRUCTURE ~ /' : .-1 TOCAEIINET-+---------J>i,i~[~ '/, 1 __ _. ... : . / iv/ 1 1 ~ , #10 X 1" C.6.5.5. 6HEET METAL // l ~/ ~ I ,I 6CREW6T06ECU~~~~~L ////////// // ~ // //// // h l !' I I ,l 6TEEL ANGLE WELDED TO BRAKEFORMED 6TEEL ANGLE TO SUPPORT PROP ROD ! ~'------------------:::--114" GAP BETWEEN RETURNS I I \.._ __________________________________________________________________________________________________ _) ( 4 , 6LOW-UP DETAIL \MEB-135.5) 112" = 1" ~II Archit~ctural Graphics Incorporated 2655 International Parkway: P.0Box9175 Virginia Beach, VA 23450 (757) 427-1900 . Project Title MERCEDES BENZ Sign Type 135 Drawing Type SECTION Date 06.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L .• BROWN General Sign Specifications 0 Interior • Exterior 0 Single Faced • Double Faced o ________ _ 0 Non•lllumlnated • lllumlnated • 120 Volts ___ Amps(+/•) 0 277 Volts ___ Amps(+/-) ---___ Amps(+/-) • U/LUsted 0 Non U/L Listed Location Ca~sbad,CA Wlndload90~M"-"PH'-=------- fiirea Weight Drawing Revisions Drawn By Date Change & JGD 08.21,14 PER SED Th .. document .. the aole property of Archlteotul'III Gl'IIPhlCII, Inc,, •ncl •II dNISln, manufllcturfna, reproduction, UN •nd .... rfthtl: ....... ,111 the HIM ... expreuly forbidden, tt .. 1ubmttted under• contldentl•I Nlatlonshlp. for• •PKl•I Plll'PM8r •ncl the recipient, il18CC:eptlftl thl8 document 8UUmn custody 1111d .. ,... that th .. document wlll not be copied or reprocfYCed In whole or In ,-t, r,or tta content. Nn•led In •n:, 1Mnner orto any peraon eXcept for th• purpoH tor which It WM tenderecl, nor •nr apeclal featurN peculiar to thS. dellln IN lncorpol"lltecl In -.... -. Approved By------- Date Approved _____ _ Code Type 05749 A Job Number Sheet Number Rev. MEB-135.5 5 3/8" :1:107/1611 STEEL PIPE UPRIGHT 8'-7114" 7-81/2" 5'-1111/16" THERMOFORMED STAR LOGO PLAN SECTION 3/32" = 111 3116" HEAT-FORMED TRANSLUCENT WHITE SG400 POLYCARBONATE LOGO 114------------+-1/811 BRAKEFORMED ALUM. LIGHT BAFFLE VERSILOCKED TO SIGN FACE ~------------1-1-----------+-#12X1" S.S.H.H. TEK SCEWS @811 o.c. ~,s:--~---------H-----------!-3/16" X 1 1/2" STEEL BAR WELDED TO STEEL PIPES ~---------+---1/8" ADHESIVE BACKED GASKET TO SEAL LIGHT ml<ll--------------~~C4X 7.25 STEEL CHANNEL WELDED 6LOW UP DETAIL 114" = 111 TO STEEL PIPE UPRIGHTS • CAPPED AT TOP AND BOTTOM WI 12 GA. STEEL PLATE ~--STEEL TUBE CROSS MEMBER ~-----------+-(2) 114"·20 X 1 1/2" S.S. CAP SCREWS TO SECURE PROP ROD TO ANGLE ,---H----------+-1/811 6RAKEFORMED ALUM. SIGN FACE ~-------1,-1 1/2" X 1/8" ALUM. RING VERSILOCK & STUD MOUNT TO BACK OF SIGN FACE 1/4" • 20 ALUM. STUDS SHOT WELDED TO 6ACK OF SIGN FACE TO SECURE POLYCAR60NATE LOGO :1:10 7/16" STEEL TUBE CROSS MEMBER '90. 53/8" BRAKEFORMED ALUM. LIGHT BAFFLE 73/4" 21/4" ~- 1/8" 6RAKEFORMED ALUM. LIGHT 5AFFLE DETAIL 1/2" = 1" ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.O Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 Drawing Type SECTION Date 06.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L. BROWN General Sign Specifications D Interior • Exterior D Single Faced • Double Faced o ________ _ D Non-lllumlnated • lllumlnated • 120 Volts ___ Amps(+/·) D 277 Volts ___ Amps(+/·) Amps(+/•) ·• U/LUsted D N~n U/L Listed Location Ca~sbad,CA WindloadOO~M=PH~------ Area Weight Drawing Revisions Drawn By Date Change & JGD 08,21,14 PER, SEO Thia clocr.ament S. the eole property of Archltectul'III Grmphlcl, Inc:,, •ncl •II cleelln, manufacturing, reproduction, .... •nd Nie rtthts Ntllnllnsr the HIM .,. expnHly forMdden, ft II 11111:tmltted undlr • confldentlal NI.UOMhlp, tor • apeclal purpoee, and the recipient, br llCCefltlnt th .. document ..um• cuetody Wld .. ,.., ht thl9 document will not be copied or nprod~ In whole or In pwt, nor lt9 contenta revealed In any manner or to any per9on except far the purpose tor which It wn tendered, nor any epecllil femturea peculiar to this dNlgn M Incorporated In -.... )Kio. Approved By------- Date Approved Code 05749 Job Number Sheet Number MEB-135.6 Type A Rev. 8" 4'·7" FRONT ELEVATION LOGO 1/8" = 1" ,----__,.,____,,,_ ........ __ ..,._.... ________ MERCEDES·6ENZ STAR LOGO SIZE '5! APPLIED TO SIGNS #115, #125, #135, #185 TOWER, #215, #225, #235, #255 TRIM' FLANGE AS REQ'D ON EACH51DE '-----------5' • 2 1/4".0 SIDE SECTION LOGO 1/8" = 1" . JRf::11 ~~:::~~tural ff~ Incorporated 2655 lntemation!II Parkway P.O Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 Drawing Type STAR LOGO . Date Q6.25.14 Lead Drafter TLM Drawn By PSAJ Project Mgr. L. BROWN General Sign Specifications D Interior • ~erlor D Single Faced • Double Faced .o _______ _ D Non•lllumlnated • lllumlnsted • 120 Volts ---Amps(t/.) D 277 Volts __ · _ Amps(+/.) ---___ Amps(+/.) • U/LUsted 0 Non U/L Usted Location Carlsbad, CA Wlndloadll::.:O:..:M~PH:.=--_____ _ .Area Weight Drawing Revisions Drawn By Date Change L'.h JGD 08.21.14 PER SED Th .. dkument Is the aole property of Archftectural Gn.pldcs, Inc., •nd •II design, manuf.cturlng, reproduction, uee •nd Nie riSlhts regwdlnsi the same we expressly forbkkl.n. It Is •ubmltted under• confklentlal relatloMhlp, for a apeclal purpose, •nd the recipient, by .ccepting thla document MMlfflH custody wad •'"• th,rt thie: document wlll not be copied or reprod~d In whole or In pmt, nor tts contents reveas.d In any manner or to any person except for the purpose for which it wu t.ndered, nor any spec.llil features pecullar to this dulgn be lncol'pOnlted In other projects, Approved By-------- Date Approved------- Code Type 05749 A Job Number Sheet Number Rev. MEB-135.7 ' . ~II Archit~ctural Graphics Incorporated 2655 International Parkway 5'·93/4" P.0Box9175 HORIZONTAL RACEWAY Virginia Beach, VA 23450 (757)427-1900 n I Project Title " -MERCEDES BENZ <D ... \ ~ ... ::i: Sign Type < ... ~-. -~ (4) 1" X 1" X 1/811 ALUM. ANGLES SECURED -.~ 135 -TO STEEL TUBE AND RACEWAY -, I\ ,~ WI #12 X 1" H.H. TEK SCREWS Drawing Type b ·TOP AND BOTTOM ~ ELECTRICAL ELEVATION If I \ ' ' (7) F72T12 H.O. DL FLOURESCENT LAMPS b j\\ Date 06.25.14 ~ j Lead Drafter TLM // ~ Drawn By PSAJ C) Project Mgr. L. BROWN ~ ~ AGI ALUM. LIGHT BANK RACEWAYS ~ I General Sign Specifications © b \~ ~/ 0 Interior • Exterior § ~ 0 Single Faced • Double Faced (\I D -· CJ) ~ //f•/ HORIZONTAL AGI LIGHT BANK RACEWAY 0 Non-lllumlnated V/ TO SUPPORT BALLASTS • Illuminated • 120Volts ___ Amps(+/-) I (2) LIGHTING COMPONENTS EESB·832·16L 0 277Volts ---Amps(+/-) ~ r j . ELECTRONIC BALLASTS ___ Amps(+/•) . • U/LLlsted 0 Non U/L Listed ?.: Location Carlsbad, CA ~ ~ Wlndload90 MPH < ~ I.<:) "' Area Weight ~ IL t<) 0 ·, ~ ' Drawing Revisions .... Drawn By Date Change ffi JGD 08.21.14 PERSED /. 3/8" LIQUID TITE CONDUIT TO DISCONNECT & & ~1 ~ -_J SWITCH & ~ & & ' ' ~ ' ' & ' ' ' ' & & & t; & U1 CARLING TYPE DISCONNECT SWITCH z z WIJ·BOX 8 This document le the aole pro!Mffy of Archltectul'III !~ Qraiphlcs1 Inc,, •nd •11 de9Jgn, manufacturlnt, reproduction, u.. •ncl Nie rlslhtl resM'lllnt the .. me g) .,. •lPfffllY forbkklen. It 11 •ubmltted under a ' ID confldHtl•I nlmloMhlp, tor a lpecllll IIUl'PO'e, •nd the ~ ~--5" X 811 X .090" ROLL FORMED ALUM. reclplt:nt, by acceptlne tha. docurMnt .. umn cuatocly \,.. -,cl .. r.e, that th .. document will not be copied or ACCESS PANEL reproclucltd In whole or In pwt1 nor tte contHta: ~ revuSed In any fflllntter or to any peraon •Xcllpt for the purpoee for which It wu tendered, nor •nr 1peclal :;:: featu .... pecull•r to th'9 clalln N Incorporated In I.Q ~ 1/2" LIQUID TITE CONDUIT -... -. ~ ' ·LEAVE 6' WHIP OUT OF SIGN / "" / 11 "' Approved By II j 1" CONDUIT TO FACILITATE Date Approved 111 POWER SUPPLY BY G.C. \\_ Code Type /' 1 , ELECTRICAL ELEVATION 05749 A ~EB·135.8 .J 1/2" = 1' • O" Job Number Sheet Number Rev. MEB-135.8 tOF STEEL PIPE.UPRIGHTS T-8112" t ~II Archit~ctural Graphics Incorporated 2655 International Parkway P.0Box9175 Virginia Beach, VA 23450 (757) 427-1900 Project Title MERCEDES BENZ Sign Type 135 Drawing Type FOUNDATION DETAIL Date 06.25.14 Lead Drafter TLM ~ Drawn By PSAJ ~ Project Mgr. L. BROWN 0) . ~ General Sign Specifications D Interior • Exterior t@mm®ir©a~U D Single Faced • Double Faced D V~irn~ D Non•lllumlnated • lllumlnated • 120Volts ---Amps(+/•) , ... STEEL PIPE UPRIGHTS D 277Volts ___ Amps(+/·) ' \ \ Amps(+/-) ' ' • U/L Listed D Non U/L Listed \ \ Location Ca~sbad,CA ' ' V ALUM. ACCESS PANEL Wlndload 90 MPH Area Weight l STEEL 5ASE PLATE ' Drawing Revisions '// Drawn By-Date Change HIGH STRENGTH LOW SHRINK L1, JGD 08.21.14 PERSED I GROUT & \ F I \ f,r I Cl;) ~~· .& ' ~ LEVELING NUT & & ''\ 1" CONDUIT TO FACILITATE & . "' POWER SUPPLY 6Y G.C. &. ~ (4) • 11/4l'/6 HEX HEADED A. RODS & b ' <l ~ .!. 4 WI 24" MIN. EM6EDMENT WI (4) • 314" X 611 X 611 GUSSET PL'S L1Q, -b \ 50TTOM NUT AND WASHER & .!. . 4 L:\ ·DEFORM TO PREVENT SLIPPING & ~ 4 < .• ~ 9 0) 1 i!rJ 11;) ... ... 3000 PSI CONCRETE Thia document is._ Nie property of Archltectunl <;; ' Graphics, Inc,, and all de&Jtn, manufacturing, FOUNDATION reproduction, u.. •nd ule rlthts reg.-dlns11 the HrM 2 L:\ #e expt'ffaly forbklden, It Ja •ubmttted under a conffdenU•I rel.UOMhlp. for a •pec:1111 purpoae, and the 4 recipient, by Keeptlns11 th .. document ...umn culttody .nd 119rees that thit: document will not be copied or "' reproduced In whole CW In part. nor lta contents i--....._______ revHled In any 1n11nner or to any per.on except for the 9 ' 1---purJM*• for which It wu tendered, nor any epeclal features peculiar to this dnlgn be Incorporated In ... #3 TIE5 WI HOOKS ---· 9 p TOP 6 @ 3" 0.C. BAL @ 12" 0.C. Approved By ... . WI (9) • #6 VERT. 6AR5 Date Approved lJ Cl) Code Type l l l 14-------------------------, 05749 A 2'-6"RJ 2'·6"RJ Job Number " ,, " •f 1 , FOUNDATION DETAIL, I\ME£H35.9_) 318" = 1' -O" I L-------------------------~ Sheet Number Rev. MEB-135.9 DESIGN CRITERIA: CODE: 2013 CBC WIND: BASIC WIND SPEED: 110 MPH (3 SEC. GUST), EXPOSURE: C, RISK CAT.: II SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES LOADS: DL: 10 PSF, LL: 0 PSF, SL: 0 PSF SOIL: CLASS 4 (150 PSF/FT -LATERAL BEARING), TABLE 1806.2 CONTRACTOR'S RESPONSIBILITY: THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARE CONSISTENT WITH THESE DRAWINGS PRIOR TO THE START OF ANY WORK. NOTIFY ENGINEER OF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND JOBSITE SAFETY. SCOPE OF WORK: THE SCOPE OF STC'S DESIGN IS LIMITED TO FOUNDATION, REINFORCEMENT, BASE PLATE, ANCHORAGE, AND SUPPORT POLES. ALL OTHER ITEMS ARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO ATIACHMENT OF SIGN CABINET TO SUPPORT POLES, AND SIGN CABINET FRAMING. ANY MODIFICATIONS TO STC'S DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED ENGINEER. STRUCTURAL TECHNOLOGY CONSULTANTS (STC) DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED TO STC BY OTHERS. THE MANUFACTURER AND INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE SHOP DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURE THE FIT OF ALL COMPONENTS. GENERAL NOTES: 1. SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, CLAY, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS. 2. IF THE SOIL UNDER THE STRUCTURE INCLUDES CLAY, OR OTHER EXPANSIVE MATERIALS, IT IS RECOMMENDED TO REPLACE THE SOIL WITH COMPACTED (95%) GRANULAR SOIL OR IMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION. 3. CONCRETE: USE f'c;::3000 PSI CONCRETE. (CONCRETE STRENGTH DESIGNED AS F'c=2500 PSI MIN.). SPECIAL INSPECTION IS NOT REQUIRED. CONCRETE USE AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN ACI 304. 4. REINFORCING STEEL: ASTM A615, GRADE 60. USE TAILS AND BENDS PER ACI 318-11. 5. PROVIDE 3" MIN. CLEAR CONCRETE COVER ON ALL STEEL EMBEDDED IN CONCRETE PER CODE SECTION 1907. 6. PIPE STEEL: ASTM A53, GRADE B (Fy=35 KSI MIN.). 7. ROLLED STEEL/ PLATE STEEL: ASTM A36 (Fy=36 KSI MIN.). 8. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS AND SHALL BE COMPATIBLE WITH FASTENER SIZES, MATERIAL TYPES, AND HOLE SIZES, IN ACCORDANCE WITH AISC SPECIFICATIONS, UNLESS NOTED OTHERWISE. 9. THE MATERIAL/COATING TYPE USED FOR THE CORROSION RESISTANCE OF FASTENERS SHALL BE BASED ON EXPOSURE CONDITIONS AND THE RECOMMENDATIONS SET FORTH BY AISC, IN ACCORDANCE WITH COMMON INDUSTRY PRACTICE. NO GUARANTEE TO PREVENT CORROS~ON THROUGHOUT THE LIFE OF A STRUCTURE IS IMPLIED. FASTENERS SHALL BE MONITORED PERIODICALLY FOR SIGNS OF DETERIORATION. 10. HEX HEAD ANCHOR RODS: ASTM F1554, GRADE 36 (Fy=36 KSI MIN.). 11. STEEL WELDING: ALL WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS USING E70 ELECTRODES OR WIRES, AND AWS APPROVED SYSTEMS AND PROCEDURES, IN ACCORDANCE WITH AWS D1.1/D1.1M: 2010 STRUCTl:.JRAL WELDING CODE -STEEL. 12. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE; OR SOIL. 13. PROVIDE SLOPE AWAY FROM BASE OF SUPPORTS. 14. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR DAMAGE, CORROSION, OR DETERIORATION. 15. SIGN CABINETRY SHALL BE FABRICATED AND INSTALLED BY 1A "CALIFORNIA STATE LICENSE BOARD" LICENSED CONTRACTOR (SIGNAGE LICENSE CLASSIFICATION: D-42). . = <O ~ 9 0 .... ,J '! ( 'i 'f I \ I \ 1· ) :, I i :' -'~ ~~ V AV,,('((,,('((,< LL.//· /(" /(~ • LL. o<KS~~'> • ~~ I ,,~~ ~z\ ',~ N ~ , 'y;> VJ -'~ I 9'.');. I ~· ~ i l I ~ ·/ ~ ~ > < ; . I STRUCTURAL TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 1. · 1 I 1 I I I I I ) I J I·. I 1 · ·1 1 ··. .1 I .J r . ··.1 r . . . . 1 (. · 1 "·. ~~~~~~~ ~ " 0(0(0:~0(0(0 /.."-.(/"-//'<..'/,,('(/ /~~~y w ~= a. ci r-Vl 0 .-I Lr! ID M a I I .... PHONE NO.: 858.278.2400 FAX NO.: S'::: _ __!::,!__~------'rl---' PL 1"x20"x1'-8" W/ (4)-1-1/411¢ HEX HEADED A. RODS W/ 2411 MIN. EMBEDMENT W/(4)-3/411x611x611 GUSSET PL'S ... ~)V~7'" ,,,~7>$7};:};, ·~~ ''«~ '. ~~~7'" ·~"< ' v~ ,~ ·~0 . ~' ~ ~ '0 ·: ~~ . • ;Y', ~ ~ . '•, ' ~ . §ft ~ .. ~~ ~ '0, . ' ·~ ' ',Y './, . ~~ ~ 9-I .. r:. ' .~ < I' ~#3 TIES W/ HO ~ ~ ' , ,i.l ,{ TOP 6@311 O.C .. ~~ ) . I> ' : ,' 'i, ! BAL. @ 1211 O.C. ·, W/ (9)-#6 VER ., OKS T. BARS . ~ . I ,b 2-611¢ } I 1. ,, Structu~al Technology Con~ultants Woman Owned I Certified Small Business Providing Practical Engineering Solutions Structural Calculations for MERCEDES-BENZ 5475 Car Country Drive, Carlsbad, CA STC Project No. 302-94 August 1, 2014 7827 Convoy Court, Suite 406 I San Diego, California 92111 (858) 278-2400 I (800) 681-8106 I FAX (858) 278-2424 I signengineer@stcsd.com [ www.signengineer.com ~ OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND !/J ~in;;;m-~ STRUCTURAL TECHNOLOGY CONSULTANTS :;:j~ ~ ... 7827_ CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 ,, Ill z 0 B 'ti:'. !ii a. Ill 0 z <( Ill {!J z I 0 w u ::, 0 0 "" a. w "" b 3.54 in2 / 9 bars = 0.39 in2 Are1:1 of #6 bar = 0.44 iri2• OK Column Design Pipe Steel -ASTM A53 Grade B (Fy = 35 ksi) H (ft) M (lb-ft) -0.7 31,328 Moment at base (lb-ft): 31,3Z8 Sreq'd = Moment x 12 / (1 *21000) Sreq'd (in3) Size (in) Wt (lb/ft) 17.9 10.0 40.7 Anchor Bolt Design See Hilti Profis ·Output H (ft) -0.7 M(lb/ft) 31,328 ><12 x 1.6 LRFD · ' (FOR PROFIS} 601,4981.fl-!N V(lb) 1,749 p (lb) 1,460 X 1.6 LRFD x 0.9 LRFD (FOR PROFIS} (FOR PROFIS) 2,799 LB 1,314 LB t (in) 0.365 S (in3) 28.3 V (lb) ~ n /Tl ::j ~ -l I /Tl ~ ,, ;:, rn Vl /Tl 0 ~ ~ /Tl z ,, /Tl ;:, 1: ln {/l 0 z 0 "fl ? {/l 0 . -l 0 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET fl 8/1/2014 8:11:38 AM w :c t-- 3 4 Risk Category: Exposure I= e= c= Load Combination Factor = Pdes1gn = II (Table 1.5-1) C 500 (constant for L,, Table 26.9-1) 0.2 0.2 0.6 (Per 2.4.1) 0.6 X (P) 8 :c ~ ~ m ~ ~ ~ ~ § 1 ~ m g ~ ~ ~ ~ N ~ rn ~ ~ ~ ~ z ~ I ~ w m ~ z :c ~ r m ~ ~ 5 ~ ~ ~ ~ 0 ~ z b ~ z ~ 0 . ~ 0 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET fl 8/1/20H8:12:09 AM IQ OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND !2 I~ STRUCTURAL TECHNOLOGY CONSULTANTS ; ~ ~ 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2'100 FAX NO.: 858.278.2424 8 -~ l;! PROJECT: MERCEDES-BENZ, 5475 CAR COUNTRY DRIVE, CARLSBAD, CA SHEET: 3 OF 10 ~ ~ PR.OJ. NO.: 302-94 DESIGNER: VH DATE: 08-01-14 Vl is CUENT: CLEAR SIGN & DESIGN STRUCT. TYPE: DBL POLE PYLON QUANTITY: 1 ~ ~ F ~ ~ ; iii z 8 (9 g 0 z ~ .J ~ g ~ lL 0 z g Ul Ul ! w a. z ~ ~· 0 w m a: a. ~ w F ~ 0 :r: I:; . ;$ Ul z 0 g ti:: g a. Ul 0 z <( Ul l!) z ! 0 ·, ..•. ·4 20 in Stiffened Base Plate Connection Base Plate Thickness : 1. in Base Plate Fy : 36. ksi Bearing Surface Fp : 1.84 ksi Anchor Bolt Diameter : 1.25 in Anchor Bolt Material : F1554-36 Anchor Bolt Fu : 58 .. ksi Column Shape : HSS1 Ox1 Ox6 Steel Code : AISC 14th:ASD Concrete Code : ACI 318-11 Anchor Bolts Bolt X (in) Z(in) Tens.(k) Vx (k) 1 7.5 7.5 0. -.437 2 7.5 -7.5 0. -.437 3 -7.5 7.5 14.1 -.437 4 -7.5 -7.5 14.1 -.437 Vz (k) 0. 0. 0. 0. Base Plate Stress Maximum Stress 13.369 ksi Max/Allowable Ratio .413 ASCE ASD 7 (ASIF= 1.000) ~13.369 ii(ksi} 0. Fnt (ksi) ft (ksi) . Fnv (ksi' fv (ksi) Unity N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. Note: Fnt and Fnv shown above include phi factors. Loads DL WL p k 1.46 Vx (k) 1.749 Vz(k Mx (k-ft Mz k-ft} 31.328 Combination ASCEASD7 2 ASCEASD 7 2 ASCEAS07 2 ASCEASD 7 (2 ~ :i, 2 d 2 m 0 2 :i, 2 -< ~ m ;o 'U e q (/) 0 ;o "Tl 0 ;o :i, 0 3 0 2 (/) cl i ul 'U e m Q ~ 1 m ~ m X n m ::j co -< i m ~ 'U ;o fJl (/) m 0 ~ ;o ~ w m ill 2 :r: 'U r m ~ ~ 5 ~ ~ ~ a. 0 l;! 2 ·r o 0 "Tl z (/) 0 . . . ~ 0 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET fl 8/1/2014 8:12:~2 AM www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 lnputdata Anchor type and diameter: Effective embedment depth: Material: 'Proof: Stand-offinstallation: Anchor plate: Profile: Base material: Reinforcement: Structural Technology Consultants VH 7827 Convoy Court, Suite 406 858.278.240d I 858.278.2424 signengineer@stcsd.com I strtech@stcsd.com Hex Head ASTM F 1554 GR. 36 11/4 her= 25.000 in. ASTM F 1554 design method ACI 318-11 I CIP Page: Project: Sub-Project I Pos. No.: Date: I c:iis~1 Profis Anchor 2.4.8 4 Mercedes-Benz 302-94 8/1/2014 without clamping (anchor); restraint level (anchor plate): 1.00; eb = 2.000 in.; t = 1.000 in. Ix x ly x t = 20.000 in. x 20.000 in. x 1.000 in.; (Recommended plate thickness: not calculated) Round HSS, Steel pipe (AISC); (L x W x T) = 10.800 in. x 10.800 in. x 0.365 in. cracked ~oncrete, 2500, fc' = 2500 psi; h = 102.000 in. tension: condition A, shear: condition B; anchor reinforcement: tension edge reinforcement: none or< No. 4 bar Geometry [in.] & Loading [lb, in.lb} Z! ' ' ' ' ' ' ' ' ti !i! T ' ' Input data and results must be checked for agreement with the existing conditions and for plausib1hty1 PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494-Schaan Hilti 1s a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Structural Technology Consultants VH Page: Project: Profis Anchor i.4.8 Address: 7827 Convoy Court, Suite 406 Sub-Project I Pos. No.: 5 Mercedes-Benz 302-94 8/1/2014 Phone I Fax: E-Mail: 858.278.2400 I 858.278.2424 signengineer@stcsd,com I strtech@stcsd.com 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Date: Anchor Tension force Shear force Shear force x Shear force y 1 -20378 700 -700 2 19721 700 -700 3 -20378 700 -700 4 19721 700 -700 max. concrete compressive strain: -[%0] max. concrete compressive stress: -[psi] resulting tension force in (x/y)=(7.500/0.000): 39443 [lb] resulting compression force in (x/y)=(-7.500/0;000): 40757 [lb] 3 Tension load Steel Strength* Pullout Strength* Concrete Breakout Strength**1 Load Nua [lb] 19721 19721 N/A Concrete Side-Face Blowout, direction x+** 39443 * anchor h;:tving the highest loading **anchor group (anchors in tension) 1 Tension Anchor Reinforcememt has been selected! 3.1 Steel Strength Nsa = n Ase,N futa ~ Nsteel 2: Nua Variables n 1 Calculations Nsa [lb] 56202 Results Nsa [lb] 56202 ACI 318-11 Eq. (D-2) ACI 318-11 Table 0.4.1.1 Ase,N [in.2] futa [psi] 0:97 58000 psteel ~ Nsa [lb] 0.750 42151 Nua [lb] 19721 Input data and re~ults must be checked for agreement with the existing cond1t1ons and for plausib11ityr 0 0 0 0 Capacity +Nn [lb] 42151 25438 N/A 64702. PROFIS Anchor ( c) 2003-2009 Hrlti AG, FL-9494 Schaan Hrlti Is a registered Trademark of Hrl!r AG, Schaan :::om~sion 02 Utilization f3N = Nuaf,pNn Status 47 OK 78 OK NIA N/A 61 OK www.hilttus Company: Specifier: Address: Structural Technology Consultants VH 7827 Convoy Court, Suite 406 Phone I Fax: E-Mail: 858.278.2400 j 858.278.2424 signengineer@stcsd.com I strtech@stcsd.com 3.2 Pullout Strength NpN = \jfc,p Np Np = 8 Abrg, f0 ~ NpN -=:Nua Variables lj/c,p 1.000 Calculations Np [lb] 36340 Results Np0.[lb] 36340 ACI 318-11 Eq. (D-13) ACI 318-11 Eq. (D-14) ACI 318-11 Table D.4.1.1 1.000 ~concrete ~ Npn [lb] 0.700 25438 3.3 Concrete Sid.e-Face Blowout, direction x+ Nsb = 160 Ca1 ~ 11.a -,ff., ACI 318-11 Eq. (D-16) NsbQ = o:group Nsb ACI 318-11 Eq. (D-17) ~ Nsbg.:: Nua ACI 318-11 Table (D.4.1.1) fc [p~i] 2500 Nua [lb] 19721 O:group = (1 + 6 ~.J seeACI 318-11, Part D.5.4.2 Eq. (D-17) Variables Ca1 [in.] Ca2 [in.] A.a 5.500 5.500 1.82 1.QOO Calculations 0:group Nsb [lb] 1.455 59310 Results Nsbg [lb] <!>concrete cp NsbQ [lb] Nua,edge [lb] 86269 0.750 64702 39443 Input data and results must be checked for agreement with the existing conditions and for plaus1b111ty! PROFIS Anchor ( c) 2003-2009 Hilti AG, F[-949•\-Schaan H1lti is a registered Trademark of Hilt! AG, Schaan Page: Project: Sub-Project I Pos. No.: Date: t'0 [psi] s [in.] 2500 15.000 Profis Anchor 2,4.8 6 Mercedes-Benz 302-94 8/1/2014 www.hilti.us Company: Specifier: Structural Technology Consultants VH c:11s~1 Profis Anchor 2.4.8 Page: Project: Address: 7827 Convoy Court, Suite 406 858.278.2400 I 858.278.2424 sig'nengineer@stcsd.com I strtech@stcsd.com Sub-Project I Pos. No.: 7 Mercedes-Benz 302-94 8/1/2014 Phone I Fax: E-Mail: 4 Shear load Steel Strength* Steel failure (with lever arm)* Pryout Strength** Load Vua [lb] 700 700 2799 Concrete edge failure in direction x-** 2799 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Ysa = n 0:6 Ase,V futa q> V~teel <!: V ua ACI 318-11 Eq. (D-29) ACI 318-·11 Table D.4.1.1 Variables n Calculations Ysa [lb] 33721 Results Ysa[lb] 33721 Ase,V [in.2] 0.97 ·. g>steel 0.650 4.2 Steel failure (with lever arm} _ C(M • Ms -~ =M~ (1-~) q>Nsa M~ = (1.2) (S) (fu,min) futa [psi] 58000 4> Vsa [lb] Yua [lb] 21919, 700 bending equation forstand-off resultant flexural resistance of anchor characteristicflexural resistance of c;1nchor Date: Capacity +Vn [lb] · Utilization 13v = Vu.f+Vn 21919 4 1434 49 51918 6 5762 49 (1-~) q>Nsa reduction for tensile force acting simultaneously with a shear force on the anchor s _ 1t(d)3 -32 = z + (n)(d0) Variables C(M 1.00 Calculations M~ [in.lb] 13345.628 Results V~[lb] 2206 fu,min [psi] 58000 (1-~) pNsa 0.517 $steel 0.650 elastic section modulus of anchor bolt at concrete surface internal lever arm adjusted for spalling of the surface concrete ACI 318-11 Table D.4.1.1 Nua [lb] cj,Nsa[lb] z [in.] -20378 42151 2.500 Ms [inJb] Lb [in.] 6893.590 3.125 q>V~[lb] Vua [lb] 1434 700 Input data and results must be checked for agreement with the ex1st1ng conditions and for plausib1hty1 PRO FIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan H11ti is a registered Trademark of H11ti AG, Schaan n 0.500 Status OK OK OK OK d0 [in.] 1,250 www.hilti.us Company: Specifier: Structural Technology Consultants VH Address: '7827 Conv9y Court, Suite 406 Phone I Fax: E-Mail: 858.278.2400 I 858.278.2424 signengineer@stcsd.com I strtech@stcsd.com 4.3 Pryout Strength Vcpg = kcp [ (t:0:) lj!ec,N 1Ved,N lj!c,N 1Vcp,N Nb] ~ Vcpg;;: Vua ANc see ACI 318•11, Part D.5.2.1, Fig. RD.5.2.1(b) ANcO = 9 h~r 111ec,N = (1+ ~ e~) S 1.0 3 her = 0 7 + 0 3 (Ca.min) < 1 0 1Ved,N . . 1.5her --. = MAX(Ca,mln, 1.5her) s 1 _0 1Vcp,N Cac Cac Nb = kc A.a ~ h!/ ACI 318-11 Eq. (D-41) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) Page: Project: Sub-Project I Pos. No.: Date: Variables kcp her [in.] ec1,N [in.) e02.N [in.] </a.min [in.) 2 1Vc,N 1.000 Calculations ANc [in.2] 676.00 Results Vcpg [lb) 74168 5.000 Cac [in.] ANcO [in.2] 225.00 $concrete 0.700 0.000 0.000 A.a 24 1.000 11Jec1,N 1Vec2,N 1.000 1.000 ~ Vcpg [lb) Vua [lb) 51918 2799 Input data and results must be checked for agre~ment with the ex1stmg cand1tions and for plausib1hty! PROFIS Anchor { c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of H11ti AG, Schaan 5.500 - f0 [psi] 2500 IJ!ed,N 0:920 \Jlcp,N 1.000 C: jj s ii[) Profis Anchor 2.4.8 8 Mercedes-Benz 302-94 8/1/2014 Nb[lb) 13416 www.hilti.us Company: Specifier: Structural Technology Consultants VH Address: 7827 Convoy Court, Suite 406 Phone I Fax: E-Mail: 858.278.2400 I 858.278.2424 signengineer@stcsd.com I strtech@stcsd.com 4.4 Concrete ed_ge failure in direction x- Vcbg = (AAVc·) \lfec,Vljled,V llfc,V \lfh,V IJfparallel,V Vb · VcO q> Vcbg ~ Vua Ave see Ayl 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 c;1 IJ!ec,l/ = {1 + \e~) S 1.0 3Ca1 \lfed,V. = 0.7 + 0.3( 1 _~a~;J S 1.0 llfh,v· =~~1.0 vb = 9 /I.a -ffc c~l Variables Ca1 [in.] Ca2 [in.] ecv [in.] 5.500 5.500 0.000 le [in.] /I.a da [in.] 10:000 1.000 1.250 Calculation!> Ave [in.2] Avco [in.2] llfec,V 214.50 136.13 1.000 Results Vcbg [lb) pconcrele p Vcbg [lb] 8232 0.700 5762 5 Combined tension and shear loads 0.775 PNv = P~ + P~ <= 1 6 Warnin·gs ACJ 318-11 Eq. (D-31) ACI 318-11 Table D.4.1.1 ACJ 318-11 Eq. (D-32) ACI 318-11 Eq. (D-36) ACI 318-11 Eq. (D-38) ACI 318-11 Eq. (D-39) ACI 318-11 Eq. (D-34) 1.000 t'c [psi] 2500 llfed,V 0.900 Vua [lb] 2799 5/3 F'age: Project: Sub-Project I· Pos. No.: Date: ha [in.] 102.000 \Vparallel,V 1.000 •IJ/h.V vb [lbJ 1.000 5804 Utilization PN.v [%] 96 Profis Anchor ~.4.8 9 Mercedes-Benz 302-94 8/1/2014 Status OK • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading] • Condition A applies when supplementary reinforcement is used. The ¢i factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • ACI 31.8 does not specifically address anchor bending when a stand-off condition exists. PROFIS Anchor calculates a shear load corresponding to anchor bending when stand-off exists an_d includes the results as a shear Design Strength! • Checking the transfer of loads-into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material (incl. punching) has to done separately, • The design of Anchor Reinforcement is beyond the scope of PROFIS Anchor. Refer to ACI 318-11, Part 0.5.2.9 for information about Anchor Reinforcement. •· Anchor.Reinforcement has been selected as a design option, calculations should be compared with PROFIS Anchor calculations. Fastening meets. the design criteria! lnpqt data and results must be qhecked for agreement with the existing cond1t1ons and for plauslbnlty! PROFIS ,<>;nchor ( c) 2003-2009 Hllt1 AG, FL-9494 Schaan H11t1 1s a registered Trademark of H11ti AG, Schaan J. www.hilti.us Company: Specifier: Address: Structural Technology Consultants VH 7827 Convoy Court, Suite 406 Profis Anchor 2.4.8 Page: Project: Sµb-Project I Pos. No.: Phone I Fax: E-Mail: 858.278.2400 I 858.278.2424 signengineer@stcsd.com I strtech@stcsd.com Date: 10 Mercedes-Benz 302-94 8/1/2014 7 Installation data Anchor plate, steel: - Profile: Round HSS; Steel pipe (AISC); 10.800 x 10.800 x 0.365 in. Hole diameter in the fixture: d1 = 1.313 in. Plate thickness (input): 1.000 in. Recommended plate thickness: not calculated Cleaning: No cleaning of the drilled hole is required 10.000 2.500 Coordinates Anchor in. Anchor X y c .• C+x c.l C+y 1 -7.500 -7.500 5.500 20.500 5.500 20.500 2 7.500 -7.500 20.500 5.500 5.500 20.500 3 -7.500 7.500 5.500 20.500 20.500 5.500 4 ?.500 7.500 20.500 5.500 20.500 5.500 y 15.000 Input data and results must be checked for agreement with the existing conditions and for plausib11ity1 Anchor type and diameter: Hex Head ASTM F 1554 GR. 3611/4 Installation torque: -0.009 in.lb Hole diameter in the base material: -in. Hole depth in the base material: 25.000 in. Minimum thickness of the base material: 27.344 in. 10:000 0 0 ..., N 0 0 0 0 0 ci 10 X 2.500 0 0 I.() N 0 0 0 ci PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan H1lli is a registered Trademarl\ of H1lti AG, Scha~n