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HomeMy WebLinkAboutPS 16-111; LEXUS; Sign Permits/Programs (PS).. ~ . ("city of Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING APPLICATION# Pr t6-II1 REC'D BY ¼ff. G.cc.tr,,. DATE /i,L, __ SIGN FEE .....L....::;6.-""-'------------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: __ ..::Lc:,;ex:,:u:.::s ______________________ _ Address of Project: __ 54_4_4_P_a_s_eo_D_e_l_N_o_rt_e _________________ _ Assessor Parcel Number: _2_1_1_-0_6_0-_1_1 ___ -,-______________ _ Related Planning Case Number(S): __ C__,1)""-'-f--1-J_..l ... -_,~"'-'9'----------- TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) (b) Commercial ( e) Service Station (h) (c) Office/Industrial (f) Prof. Care (i) SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Theater U) Produce Stand Gov't/Church/School (k) Nursery Public Park (I) P-U/OS Zone Yes[!) ~oD Specific Plan Number ,S/0 /1, f VILLAGE REVIEW AREA (If yes, please complete information on page 3) SOUTH CARLSBAD COASTAL REVIEW AREA YesB Yes Noa No SIGN ORDINANCE: Yes O No 0 COASTALZONE: Yes □ No □ P-11 Page 1 of4 Rev. 10/13 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall 1 100.13 32" Suspended/Projecting Directional Canopy Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes,:J No □ Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Pole** 1 1'5'7 152 'y»,?/,.ql 19' Monument•• Wall Suspended/Projecting Directional Canopy Freestanding** (Project Identity) Digital Display PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction•• For Sale** Banner Interim ... Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for potential sight distance and visibility issues. Additional information must supplement this application showing how the proposed signage will not encroach into the public right- of-way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs. P-11 Page 2 of 4 Rev. 10/13 SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN APPLICATIONS The following example illustrates the information that is required for all pole, monument, and freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed for potential issues by the Transportation Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. I I I ' PIL / Si&ht ~• Requin,ment Shaw building/, I I ! I I I j ~---I Show setbacks from all curbs --- ' I I ' I I Show all property lines ' P/L I :/ I """ line i ----------~--- • • Sipt Vmbility Street N am.e(s) (i) I ' Norih 21.41.080 Sign design standards Relationship to Streets: Signs shall be designed and located so as not to interfere with the unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any pedestrian, bicyclist or motor vehicle driver. Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight distance requirements at any public or private street intersection or driveway. EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA Total Building Square Footage: _________ sq. ft. Total Building Street Frontage: 130' linear ft. Total Signage Allowance: 260 sq. ft. Existing Signage (sq. ft.): 100.13 sq. ft. Remaining Sign Allowance at Present: 159.87 sq. ft. Proposed Signage (sq. ft.): 152 sq. ft. Remaining Sign Allowance After Proposed Sign: 7.87 sq. ft. VILLAGE REVIEW AREA Total Signable Area: ________ sq. ft. Total Signable Area Length: _________ sq. ft. Total Signable Area Height: ________ sq. ft. Total Projection from Wall Face: _________ inches P-11 Page 3 of 4 Rev. 10/13 PROPERTY OWNER APPLICANT NAME (PRINT OR TYPE\ NAME IPRINT OR TYPE) Stellar Properties / Tracie Weston AKC Services Inc MAILING ADDRESS MAILING ADDRESS 6030 Avenida Encinas 18650 Collier Ave Suite B CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE Carlsbad CA 92011 Lake Elsinore CA 92530 951-471- I CERTIFY THAT I AM THE LEGAL OWNER rc'~RTIFYTHAT I AM THE REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION OF THE LEGAL OWNER AND THAT ALL THE IS TRUE AND CORRECT TO THE BEST OF ABOVE INFORMATION IS TRUE AND CORRECT MY KNOWLEDGE. TO THE BEST OF MY KNOWLEDGE. <$-ee.. LoA SIGNATURE DATE SIGNATURE DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: ❖ In rig ht-of-way ❖ In visibility triangle at comer 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved route~ctry APPROVED: Planner: ~;.;? P-11 Page 4 of 4 Date: / -'5 -/ / Rev. 10/13 ~II Corporate Headquarters Malling Address 2655 lnlemattonal Parkway PO Box 9175 Virginia Beach. VA 23452 Virginia Beach, 23450 (757) 427-1900 (757) 427-6112 Fax TO BE COMPLETED BY LANDLORD/PROPERTY OWNER ~&~~,LJ:::.._C!_~~t;;d_::!1;6;,,·~~-' Landlord/Propcfrty O~er of the property located at o cl! No eu... (1,. /5/Ja__s:I c:1___ 92b'J i do hereby give authorization to Architectural Graphics Inc. and their agents to pull permits on my behalf and to erect a sign(s) at the above named location. I fully understand the current Construction Lien Law and authorize said contractors or authorized agents to sign and notarize permit applications as Owner/ Agent. All work done by said contractors will meet or exceed Code requirements. and meet NEC Standards. By: -«-y . {J,.u:,-fm L~d/Prry ~er Signature Print Name Here:/~E I.AJt:::5ftJ0 Owner/Landlord Address: Please fax this page to (866)936-1698 Attn: Ana Frain Or scan and email a copy to afrain@agisign.com Architectural Graphics Inc. 2820 Crusader Cir. Virginia Beach, VA 23453 ~ .,.... ~ (0 ~ .,.... .,.... .,.... I {o .,.... fy .,.... ~ L 1'-8' L >j >j k .,,. F- fy .,.... .,.... .,.... I- •,l==I= bl _, (0 i!» .,.... I= I;;;;;; ~ ~ ~AAnF ~ .,.... ~ l!.I.;,_ __ FOUNDATION I illl 2'-8' INFORMATION GIVEN BYAGI 8'-0' k .,,. ---... '... SI~~:;: W/ VERTICAL SLAB 0 FRONT ELEVATION W/ VERTICAL SLAB FOUNDATION SC.\il: N.T.& MBI mlchael brady Inc. •lgn engln••-,.--~ ■1ruo1u,al •nolnee,1,..0 KNOXVJLLE PEEIQE 299 WEISGARBER RD. KNOXVILLE, ll:NNESSEE 37919 PHONE 865-584-0999 FAX 865-584-5213 PROJECT: 544 Paseo Del Norte Carlsbad, CA DRAWING TIT\.E: Lexus Carlsbad r:_:.: CEIVED NOV 2 3 2016 '· r-·F· C/\RLSBAD ·-, •.;c_; DIVISION NEW MONUMENT BY AGI HSS 8'X8"x1/4' BASEPLATE 14'x22'X1 1/2' (2 REQ'O TYP.) GUSSET 5'X5'X3/4' TYP 1' 0A325 BOLT (4 REQ'D) NOTES 1.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. 2.) SIGN CABINET AND CONNECTION BYAGI. 3.) VERIFY ALL EXISTING INFORMATION BEFORE MANUFACTURING SIGN COMPONENTS. • CLIENT -AGI • 2013 CALIFORNIA BUILDING CODE • 110 MPH WIND SPEED, EXP. C • (1) POLE, (1) FOOTING ADAPTER PLATES 19'X19"x1' ~ HSS 8'X8'X3/8' (2 REQ'D) I I ji II H H II II II II H H 11 II 1 ~RADE <1 q L.l EXISTING 1' 0 F1554 GRADE 36 A.B. 15' MIN.EMBED. (4 PLCS. PER BASE PLATE) ELEVATION VIEW OF TORQUE TUBE@ BASE PLATES SCALE: IU.&. DRAWN BY: CHECKED BY: I COMM. NO. JAM DSA 160008.87 EXISTING FOUNDATION DEIMENSIONS ARE PROVIDED BY AGI. NO INFORMATION PERTAINING TO EXISTING REINFORCEMENT WAS PROVIDED. DATE: DRAWING NO. 11/15/16 REV.ii DATE I DRAWN BY DWG. 1 q 3 BASE PLATE 14'x22'x1' N ~ ... \ I - I I I Olf!... .--I _, ;.... ... I - 1'-2' 2' 10' V.I.F. ~ l5", ~ '1 " 1/4' -· ·--· ··-••1 •-··-·-·" , _____ ,,, .. _ 8CAlE: N.T.S. 1'-2' L 61/2' L 'l 1 0 -0 0 -- I I I I -- 0 0 .. ... ? I, 'I GUSSET TO PLATE GUSSET TO TUBE 1 1/4' DIA. HOLE FOR 1' DIA. F1554 GRADE 36 A.B. 15' MIN.EMBED. (4 PLCS.) TUBE TO PLATE 1·-1· I I □ 3'-0 1/2' V.I.F. 4'-0 1/2' V.I.F. 0 -- -- 0 HSS 8'x8'X3/8' L 6 1/2' L l .,. 0 I I I I ? I. 1 ~ I ;::; " ;...IN _, _, ... ... 1'-2' j,,.,, 1'-7' 1'-2' ~ 1 I A Ill ,6 3/4', TUBE TO I PLATE ) 1/4' I \. ADAPTER PLATE 19"x19'x1' ----HSS 8'x8"x3/8' 111/2' DIA. HOLE :oR 1 1/4' DIA. F1554 GRADE 36 A.B. 15" MIN.EMBED. (4 PLCS.) GUSSET TO PLATE GUSSET TO TUBE NOTES 1.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. 2.) SIGN CABINET AND CONNECTION BYAGI. 3.) VERIFY ALL EXISTING INFORMATION BEFORE MANUFACTURING SIGN COMPONENTS. * CLIENT -AGI * 2013 CALIFORNIA BUILDING CODE * 110 MPH WIND SPEED, EXP. C • (1) POLE, (1) FOOTING AD=E=:LATE W/TORSIONTUBE DETAIL 0 -ft - 0 I/ I I I I I ---i.--- 0 BASE PLATE 'x22'x1" HSS 8'x8'X3/8" (5'-1 5/8' LONG) 1/8' WELDED END CAP (TYP BOTH ENDS) EE DETAIL4 :OR GUSSET DETAIL ~ 4-;----- 5' ro \j )/ K GU!~"-~ETAIL, TYP. 0 1/2' CHAMFER P~VI= W/ BASE & ADAPTER PLATE W/TORSION TUBE DETAIL ® MBI mlchael brady Inc. ••an •no1ne•r1no u ruocur •I engineering KNO>MLLE OEEIQE 299 WEISGARBER RO. KNOXVILLE, TENNESSEE 37919 PHONE 865-584-0999 FAX 865-584-5213 PROJECT: DRAWN BY: 544 Paseo Del Norte Carlsbad, CA JAM DRAWING TITLE: Lexus Carlsbad CHECKED BY: I COMM. NO. DATE: DRAWING NO. DSA 160008.87 11/15/16 REV.# DATE roAAWN BY DWG. 2 MBI mlchael brady Inc. algn eng1n•e11nv atruchuat analn•a,1n9 WIND DATA Bulldln& Code ZOU Callfornl1 Stallmportance Factor, I 1.0 Wind load Crlttria ASCE 7-10 OirectioNlityFKtOf, K.."1 0.15 WindS~ed,V 110mph Topo&f.aphy F~ctor. IC" 1.0 Exposure c,reao,y C Bue Pressure, qJK, 15.8 psi I Wind Presson, OYerride per O psf Notrs: Jurlsdktion Requiremant GE0MORY INPUT !ll No. of Poles 1 No. of Footlnos 1 H1lcht Width Horlr. Section LocarkH'I Typo Off .. t Area It It II .... 1 Base W/L.-DUN!'l 1.m .. .., z Slnlle Pole w/ Cabltlot 11.21 8.00 145.7 3 None 0.0 4 None 0.0 5 None 0.0 6 None 0.0 7 None 0.0 8 None 0.0 9 None 0.0 -,,,: None nn 0..n,# He,ght: 19.Z!ft DEFLECTION ANALYSIS Damplnc Ratio, ~ o.oos Deflection Umlt H/60 Natu,al Frequency. n1 1.5S Hz Oefle.ction at o.1•w 1..46 Jn Gust Elfetlfactor, G 0.85 Deflection Ralio .,/ H/158 ASO Wind load Factor. v OI 0.6 (1/ Loodlng volun lnchott ~lawo~bostdupon av,,c,~X, volu,sfor«>Ch s,gment Actua/volu,s ot• colculai,d on hldd,n ,h,.t IIS/ng deri>l<d V•M equations. Chart 1, provided for Informal/on purpo~s only. (1/ Wind d'1ttctional/1y (X, / foctor Is 0.95 fox Sing/, Pok (llound/ •rvm•nf• lnst,od of 0.85. rlH! Ct """" from Fig. 6-11 hos b.,n lncr,os,d by '195,Al&S to oaount/or this .or/orion. ,~, w,uv p,c-uurc-. ,mcv OC'IOW nal'C' a,u:oa, oern mumput!a oy «ne ~ Wind toad Factor, y. TOI' Centroid Wind Support Pole loads -Inc loads [1111. K, G P::,L Trll. ShHr Momont Trib. Shur Moment " It fador tlos k./1 Factor ..... k./1 LO 0.5 0.85 Ll2 lS.O 1.0 0.1 0.1 1.n 0.1 0.1 19.2 10.1 0.49 1.57 11.9 1.0 2.7 27.1 LO 2.7 27.1 19.Z 19.2 0.89 1.46 17.S 0.0 0.0 0.0 o.o o.o 0.0 19.2 19.2 0.89 1.46 17.S 0.0 0.0 0.0 0.0 0.0 0.0 19.l 19.2 0.49 1.46 17.5 0.0 0.0 0.0 0.0 0.0 0.0 19.2 19.2 0.89 1.46 17.S 0.0 0.0 0.0 0.0 0.0 0.0 19.2 19.2 o.a, 1.46 17.5 0.0 0.0 0.0 0.0 0.0 0.0 19.2 19.2 o.a, 1.46 17.5 0.0 0.0 0.0 0.0 0.0 0.0 19.2 19.2 0.89 1.46 17.5 o.o 0.0 0.0 0.0 0.0 0.0 .. , ... ·-.... .,. 00 0.0 nn nn "·" nn Summol on b rfi/ "l'M OftfOGIH at,ow.: 2., 27.1 u 27.1 Actuolbatt rnctlons tHI.Nd uaon V•M -•-Uo11J: z.a 26.7 z.a 26.7 SUPPORT POlf DES16N SUMMARY 81se Eie. Requlrod Stroncth Valuu (ASO) Allowoble Strenctt, Valuet (ASD) ...........-Section Axis V M T p V M . T. p V/V, ., __ -= ... ••-.no ·-· ·-· .. -..c-.. •~- o.llil ,. s,~ 1.8 26.7 4.4 2.0 62.6 44.2 31;, 49.1 4.4" 0.96 HSS8XIXl/4 strona 2.6 24.4 4.2 1.9 62.6 44,2 31.7 55.2 4.2" 0.00 None Strona 2.8 26.7 4.4 2.0 0.0 o.o 0.0 0.0 0.0" 0.00 None str ..... 2.8 26.7 4.4 2.0 0.0 0.0 0.0 0.0 O.ll!I 0.00 None S•-2.8 26.7 4.4 M 0.0 0.0 0.0 Q.O 0,OK 0.00 None 5,,.,,,. 2.8 26.7 u 2.0 0.0 0.0 0.0 0.0 0.OK 0.00 None s•-u 26.7 4.4 2.0 0.0 0.0 0.0 0.0 O.ll!I 0.00 None Siron. u 26.7 4.4 2.0 0.0 0.0 0.0 o.o 0,llll 0.00 None 51r...., u 26.7 4.4 2.0 0.0 0.0 0.0 o.o 0.O'K 0.00 None -2.4 26.7 4.4 2,0 0.0 0.0 0.0 o.o 0.0% [lEMENT OfSIGN lOCATIONS. LOADS AND DIVu.aMENTS -·-· ·-·- f-t ~ Typo v, M ..... ~ 1 o.m UH Pflt! 2.8 26.7 2 0.79 Motch/>lite l 2.7 24.6 PlATf DE51GN SUMMARY Pioto Dimensions Type N 8 .. In J Rectancutor Boso Plote 14 22 Ckcular Baso Plote J Match Ploll> 1 (lowerJ 19 19 J Match PlalO 1 (U_,, 19 19 Match Plate Z (Lower) Matth Plato 2 (Upper) FOUNDATION DESIGN SUMMARY J Type ~•-eta, Width .. ,. caisson Vertkal Sl•b -7.00 Spread KNOXVILLE QfFJQE 299 WEISGARBER RD. KNOXVILLE, TENNESSEE 37919 PHONE 865-584-0999 FAX 865-584-5213 D ii. - - .. ""'kn .. .. 2.67 T. p 0.7'8 0.1•, Element 1 Elev. Type .,._,. kl•• --·· In ,; ~.4 2.0 0.0 o.o 3 Mal ·•idel 4.3 2.0 0.0 0.0 4 O.ll Torsion Tube lolts do N-..... Ckd1 t Number -""" OlaMet1 .. ,. In ,. -.; 1 4 1 1.S LS -F1554 Grade 36 1 4 us 2.5 2.5 .. A32S 1 4 1.25 2.5 2.5 -A325 l1nath 01pth Volume R1inlordna ,. .. CY .. 6.25 4.32 PROJECT: 544 Paseo Del Norte Carlsbad, CA DRAWING TITLE: Lexus Carlsbad 111,ky-• lntoractlon ~los MJM. T.tr. P,/P, P.M P-M·V•T Sbltus 60.5" 1L4" 4.1" 64.6" o."" . 55-2'1 l~ 3~ SB.7" o."" • 0.ll!I 0.0% 0.ll!I °'°" O.O'K . 0.ll!I 0.0'K O.OK O.ll!I 0.0'K . 0.ll!I 0.OK O.OK o.°" o.°" • 0.ll!I 0.0'K a.OK a.OK 0-°" . 0.0'K 0.0'K 0.0'K o.m. 0-°" . O.O!I 0.OK 0.O!I 0.0'K 0.0'K • o.°" o.°" 0.O!I 0-°" 0.0'K ., O.ll!I 0.OK 0.ll!I 0.ll!I 0.O'K ~ V M T ,. 0.1•• 0.7'6 -8 ·~· .... '-~--.. 2.4 2!i.7 4.4 2.0 ·~ 0.00 2.7 26.5 4.4 2.0 0.000 o.oo Weld I tmDoo ., c.isson Embed Silo St,1tus I Vlrtlal $lab Gussets In In .. ... 3S N/A 0.25 Yes OK -.. 0.25 Yu OK -.. 0.188 Vos OK Status 0~ DRAWN BY: CHECKED BY: I COMM. NO. DATE: JAM DSA 160008.87 11/15/16 REV.# DATE I DRAWN BY NOTES 1.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAJL AND DIMENSIONS. 2.) SIGN CABINET AND CONNECTION BYAGI. 3.) VERIFY ALL EXISTING INFORMATION BEFORE MANUFACTURING SIGN COMPONENTS. • CLIENT • AGI * 2013 CALIFORNIA BUILDING CODE • 110 MPH WIND SPEED, EXP. C • (1) POLE, (1) FOOTING EXISTING FOUNDATION DEIMENSIONS ARE PROVIDED BY AGI. NO INFORMATION PERTAINING TO EXISTING REINFORCEMENT WAS PROVIDED. DRAWINQNO. DWG. 3 RECEIVED NOV 2 3 2016 CITY OF CARLSBAD PLANNING DIVISION . t ..• Building Frontage 130' Lexus Platinum Sign Program Allowable sign area 260' sq ft Existing wall sign is 100.13 sq ft Remaining allowable sign are 159.87' Proposed pylon is 152 sq ft APN : 211-060-17 CDP 16-39 Legal : 4.533 Acres Lot 7 Parcel #1 of Parcel map 8651 -358 Parking spaces Built in 1979 61,525 square feet of Building Lexus Carlsbad 5444 Paseo Del Norte Carlsbad, CA 92008 Dealer Code: 60404 SIGN PERM IT NO. PS /1.t:,-11 I APPROVED BY PLANNING ~:;z=.-- BUILDING ~II DATE , , .,,,,? - 100' I --------- SitePlan ~ Scale 1/128ff = 1' 384' PASEO DEL NORTE --~ 519' ~ ' '--@ ;--.- '--.-.-r- '-- .-r- l.andscapng 62' 158' □-__ . ___ _l _ I__ I__ _ __ ~ _____ I _ 11111_1 I 30' CDP 16-39 www.responsepermitting.com ) Date: 3/28/2016 ( . , / ; \_ -• Project/Site: ©~a 5444 Paseo Del Norte Carlsbad, CA 92008 Scope: Install New Pylon Sign • Site Plan ~ Scale 1 /32" = 1' -----------·-------- ..__ --. .. __ ----- Paseo Det Norte .,, //;'"/ Landscaping 1 , , , '~ij 52' _.// 12 , setback --\ -<-i 1----, I _ . . .. __ . _1 ~\ . i\t8 <I ,-1 .. -. ~-h-;,< __ --c..--__ -- ltf{i I I ' I 't-::::.-;:::_ _____ j -.. ._ ·----17/ 117 11-----7~~t117 ·,1 h0' \E-9) ProPoSed, l~w lPvlo ~/ T v-•1, \, , ~--io -~' -1 ~ .tl' ,-~:. ' . ,"3'l':o,,-~ .· , i >.{~ ' ' ' \; ., • '.. " ,/ < t ,, ll -''-'' · ' ,r ,., •· · · ,,_. · r '* , ' .. ~) . ' _.,,., ~\",-' ...,,. -~ • c' --,.• ' I. .. ,J • .• " .~ t,. ►·"!, ., .. ,... : . '\,;;'. ,p. ·\' t{,,,,,e,,., -. , .• J(«; '• '' •.• "'"' .: ·· .. ''-: ·, '~t' " ,.~ .... ,'lf. ' 't_ :\ -._,~·, \ -~\ .. _ .. ~\',)17-:~'.!3\~ .. \ --'>-t·i• • ~~--, '•. -1 ·'• '. <'·· t,;· .. , '" ... , .. ,,. ~ .,. ••• ,\ i',i~'•'JJ ' ·,· > • ,._.;:-" -'. ·-, •.. ~ " " • • ·; • • '; • ' ._ •. ,. '·· \';.-<•,,, ...... _ ·." -.. ·.i.,,. . ,_ ·.. . . ~ ~\\\'(. -·;, . . . \ .. · -"" . • t.. -,~' •, \.~-•·, .. -~·~~J ,, _., • ~ . ~ • , ~~~ • \ ~, \ r} '\. C> ·• \ '·. "' ~ . . " " ~'-,, \' ... ' · · • ',. "'• •• • \c ~-~ '• •. . I -'c-sr·7. \ -\N•:i'\ ,07-~l,l•,_., , ~~ ~(.l)t)g l · · ,. '<'~ :, ,-~. -:~( .. • 1 ,. lit, -· , ... . . ,. ' . CDP 16-39 www.responsepermitting.com Date: 8/23/2016 ~ ~,;i· /'\.-" Contractor: Project/Site: 5444 Paseo Del Norte Carlsbad, CA 92008 Lexus Carlsbad 5444 Paseo Del Norte Carlsbad, CA 92008 CDP 16-39 Inventory Recommendation Detail Install new P-21-19 pylon onto existing foundation Lexus Carlsbad 5444 Paseo Del Norte Carlsbad, CA 92008 Dealer Code: 60404 E09 CDP 16-39 1· -8" 1"--l 1' • 6" .1-1· HINGED ACM SIDE PANEL o · :1 ' ~1 I b . _;.. ( 2 ) SIDE VIEW {LEFTI ..._ P-21-19.1 , ic ' ~ ic ~ I= ~ .... . I ~ . ~, '[ ~ § ~ ... ' ~ N ., CS) ~ ,t- ic ~ st- "' ::E < ... "' IL 0 T-~-- ic ~ f 8' • 6 3/16" DA5ECOVEI: PLAN VIEW P-21-19.1 114• = 1· -o· 8'·0" i REMOVA6LE COVERS AT LIFTING POINTS 1· -8" 4' -5 5/16" 3' • 6 11116" 3 114•--t,r-1 1~~3 114• 7 • 1 5/16" ·10 11/16" --+--- RADIU59" 2 1/2" 6LACK ACM OVERLAP ON LENS t, TOP AND 601iOM------ 18 GA FA6RICATED 5.5. ACCENT 6AND WI #4 VER11CAL &RUSHED FINISH LOGO 15 THERMOFORMED .150" CLEAR PLA511C WI FIRST SURFACE CHROME FINISH l4i I FA6RICATED 4MM ALPOLIC 'T6L BLACK' ACM CABINET .220" CLEAR IMPACT MODIFIED ACRYLIC LENS WI SURFACE APPLIED DUAL COLOR YINYL 3M 13636:222 '&LACK' 0'E&LA!D ON DIFFUSER FILM 3M #3635-70 WHITE' ---- ...,... ...... __ RADIUS 3' • O" FA6RICATED ALUM. BASE COVER .MlHilQ MAP TO MATCH PMS #430 'GREY' b 0) ., ::E i ,,; ,,; ~ -~ b 0) ( 3 ) FRONT ELEVATION ..._ P-21-19.1 , ( 4 ) SIDE VIEW {RIGHTI ..._ P-21·19.1 ~ ~II Architectural Graphics Incorporated 2655 International Part<way P.O. Box 9175 Virginia BMch, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ ELEVATION Date 08.19.13 AGI EoR M. SMITH LNcl 0nrfter NJC 0rawn9y NJC Project Mgr. B. ADAMS General Sign Specfflcatlona 0 lntMkw ■ Exterior 0 Single F.-cl ■ Double F.-cl □---------0 ..__lllum-ed ■ IUumlnat.cl ■ 120 Volta _· __ Amp8(+1-) 0 277 Volta ___ Ampa(+I•) □ ---Ampa(+I·) ■ U/LUated 0 Non U/L u.ted Location ________ _ Wlndload ~OO~MPH~~------ .ArN __ Sq. Ft. Welght __ Lbs. Drawing~ 0rawn ay I o.te I~ NJC I 11.oe.13 lntRU HOLe IIZE JPT I 0&.13. te IFNDA,._ DTAK.S TMI ............... ...,...__,.........-.., ___ .. __ ....................... ,..... ........... _ .. ........., ............................ . ....,.....~,_. . .,....~ ... ... ,..,...,.., ....... ~ ...... ~--......... tllle~-..... .. ........ ,......,... ............ ~ ..... ... .................. ...,_. ..... ..,,.,... .......................... _.....,.....,... .,, ........... ~ ......... lnoerponlNln ... ,......., Appf'oved By ______ _ Date Approved------ Code ~ 13365 C Job Number Sheet Number P-21-19.1 ""I<-- b in "' i i! ~ -~ 6' • 10 1/4" 3"1J THRU HOLE TO ALLOW _ --_ 3• • 6 9/16" 2' • 6" 8 3/16" ,, / ----,--..,...._-,---FOR 1 1/4"1J NUT / ..... ,r---------+-------+-+-""1 / ' 3/8" STEEL TOP PLATE WELDED /"' / ' 4" X 4" X 3/8" STEEL PLATE WELDED TO INSIDE OF STEEL TU6E / / 1 TO STEEL TU6E CROSS MEM6ER I ~~~ I \ 1 1/4"1J STEEL NUT WELDED I 11-,.-.,....,...r-1 6,. 4 114• 3• : 1 1 1/4"1J STEEL NUT WELDED TO UNDERSIDE OF STEEL TOP PLATE 1 1 1"1'------------------1-<>1 \ 1 TO UNDERSIDE OF MOUNTING PLATE \ I 3" CROSS TUIIES 3• I ~==a.==='1 / smL rue, ~l'RIGHT __ ...,__"-.i _ _ _ _ ~ I j!-~.-, • o-, . o-\,, _ _ _ _ _ , ' STE"_~~ _"oss "'""" --,:._..:r 1-~ r-------1 t---------1 3" X3" X3/16" 5TEEL ANGLES WELOE~ -·••: ·--· • l l Q___________ fF° D-~ I TOCR055MEM6ER5T05UPPORT~~ ~; ~ -,.._~ L / 1"1J THRU HOLES r-3• L o TO ACCOMMODATE ELECTRICAL WIRES [ l C ~ -. ~ ~ N N ~ N N iS> ' ~ iS> ' "" r iS> ~ ~ ' N ~ ~ "" ~L N = ~ t<l N ~ <') , 1 :-0F E r ~ ~I N in . ~ N 1 1 \\.. ___ _J __ -+-+-· ____ 6" x 3• x 3/16" STEEL rueE CROSS MEM5ER WELDED TO STEEL TU6E5 'l -j◄i 3" X 3" X 3/16" X 6" LONG STEEL ANGLE SUPPORT WELDED TO STEEL TU6E 3" X 3" X 3/16" X 6" LONG STEEL ANGLE j I SUPPORTS WELDED TO STEEL rueE • ACM SEAMS ONLY 3" X 3" X 3/16" LONG STEEL ANGLE SUPPORTS WELDED TO STEEL TU6E • ACM SIDE ONLY------ ........ ~ I ~ I ~::;;:;~=•ruee ~ ~ : _ 3" X 3" X 3/16" X 11 112" LONG STEEL 1,NGLE .. SUPPORTS WELDED TO STEEL TU6E II ~ · 5.5. SEAMS ONLY 7 3/4" STEEL PLATE WELDED TO TOP '----------l-+-----0 F STEEL TU6E UPRIGHT 2' • 10 1/8" 2' • 10 1/8" 3• X 3• X 3/16" STEEL TU6E CROSS MEM6ER5 WELDED TO OUTER TU6ES AND UPRIGHT ~~ ~ t f 3• X 3" X 3/16" STEEL SUPPORT ANGLES WELDED TO STEEL TUeE UPRIGHT u I I u-- 6" X 3" X 3/16" STEEL TU6ES WELDED TO STEEL CROSS TU6ES AND TORQUE TU6E I~ 8" X 8" X 1/4" STEEL TU6E UPRIGHT I~ ~ I 4 1• STEEL 6A5E PLATE WELDED TO 60TTOM OF STEEL TU6E UPRIGHT ' ... 1 1-- ,.- b in I-- "' i ~ ~- I--1"1J THRU HOLES If ~ o a+---TO ACCOMMODATE ELECTRICAL WIRES r 3• ~ L.._ 1--- ~3 1/2" r loo 1 1 ! ID I ~ ~I t= D -- / "" ( 1 ) SIDE SECTION ..._ P-21-19.2 , ~ ~-- ( 2 ) STRUCTURAL ELEVATION ..._ P-21-19.2, ~ ~--~~~:,:-~~CTION ( p.21~19.2) SIDE SECTION ~r-11 Architectural ~I Graphics Incorporated 2655 lntematlonal Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign ~ P-21-19 Drawing~ STRUCTURAL ELEVATION Date 08.19.13 AQI EoR M. SMITH I.Nd Drafter NJC 0rawnay NJC Project Mgr. B. ADAMS Oenenll Sign Specltlcatlons 0 1-.tor ■ Exterior 0 Single Faced ■ Double Faced □---------0 Non-Illuminated ■ Illuminated ■ 120 Volta ___ Ampa(+/-1 0 277 Volta ___ Ampa(+/·) □ ----Ampa(+/·) ■ U/L U8tecl 0 Non U/L Listed Location -------- Wlndload ,.90=-='------- Al.a __ Sq. Ft. Welght __ Lbs. Drawing A...taloM Drawn ay I Date c"- NJC ) 11.0IS.13 lntllU HOLE SID I,$ JPT I oe.13.1t IFNDATION DTAA.S ~ "'- 'TllladlMIMINl,_._ .... ,,..,.ofAroNIINllnt ......... Inc.., anti ....... ~ ~----.... ,.... ............ _ .. ..,...er ........................ . ~~-............... ... .. ,..........,~ .......... -................... ~ ...... -................................. ,.. .. °"""""8........,..ln an,-••-r ..... ______ ,.,.... ................... .... _,..,_... ........ ,-cullaf'totNII ..... N ___ .. __ Approved By _______ _ D-Approved ------- Code ~ 13365 C Job Number Shfft Number P-21-19.2 f- ;.. 1' • ..,. 2 1/2" i OF THltU HOI.ES 1' • 2· ,. 2 1/2" 1' .4• ~ N .-kt,- ~ ; i! i= .-i.!- ~ N rt) a= 1 ..,. 5• ( OFGU55Ef5 I f .,. 0 -I &_ _____ _ )· I 11 1/2"8THRU HOLES TO ACCOMMODATE I 1 1/4"8 THREADED ROD 5 1/2" 5• 7 7 f OFGU55ET5 f -"',s-- : .... --._ r •• ..:.:.:.u :.-=-.,, :_______ . 5 1/2" I• 3/4" STEEL TOP WELDED TO STEEL TUeE UPRIGHT -------le--STEEL TORQUE TUl5E -------+--STEEL TUl5E UPRIGHT ----++-------+--3"8THRU HOLE TO ALLOW FOR WATER DRAINAGE • ;.. ~ ~ :~: :H--------____ H __ !;. STEEL TUeE UPRIGHf (UNDERNEATH} I+----1" STEEL 15ASE PLATE WELDED ~ .... ,, .. 1/2" STEEL GUSSET PLATES WELDED I '4------+---TO STEEL TORQUE rueE AND TOP PLATE L ~ TO eoTTOM OF STEEL TUl5E UPRIGHT .,,..,__ 0 0 3 TOP Pl.ATEJ}ETAIL 14-----------+---3/4" STEEL GUSSET PLATE WELDED TO UPRIGHT AND eASE PLATE P-21-19.3 3/16" = 1" ( P- 21 ~19_ 3 } ~~-5~ PLATE DETAIL A 5" 3/4" STEEL GUSSET PLATES --------WELDED TO STEEL TUl5E UPRIGHT AND eASE PLATE '4------------+-1/2" CHAMFER GU55ET DETAIL 6A5E PLATE 3/8" = 1" ~ a= A 4• l 1/2" STEEL GUSSET PLATES -------WELDED TO STEEL TORQUE rueE AND STEEL TOP PLATE ~---------+-1/2" CHAMFER ( P- 21 ~ 19 _ 3 } ~-~~~ET DETAIL (fOP PLATE) ~ 10 i! :,:: ... .. ~ ls~ -~ ~ ~~~== t<) 2 112· 1 i~J~- 3/8" STEEL TOP PLATE WELDED oi= TO INSIDE OF STEEL TUl5E ! 1 3/8"8 THRU HOLE TO ALLOW I FOR 1 1/4" HARDWARE ~ STEEL rueE 1 1/4" STEEL NUT WELDED TO UNDERSIDE OF STEEL PLATE ( r-2 1 ~ 19 _ 2 ) TOP PLATE DETAIL ~ II Architectural Graphics ~ Incorporated 2655 International Parl<way P.O. Box 9175 V1rginia BMch, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ DETAIL Date 08.19.13 AQI EoR M. SMITH Lead Drafter NJC Drawn&y NJC Pro1ec:t Mgr. B. ADAMS General Sign Speclflcatlona 0 Interior ■ Exterior 0 Single FacM ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 -___ Ampa(+/-J 0 277 Volta ___ Ampa(+/•J 0 ---Ampa(+/•l ■ U/L Uated O Non U/L Usted Location --------- Wlndloacl .._90..,..-.....,_, _____ _ Area __ Sq. Ft. Weight .l.1)9. Drawing~ Drawn ay I oat• c-.. NJC I11.oe. 13 ITMRU HOU IIZI! JPT I 08.13.18 IFNDATION DTAIU II I, IA IA TNt ........ t. ...... ,...,.... ............... Clr'epMca, IN:., aNI al ..... wfacbllll19. ~ ........... ,......,...,... ...... ........................................... ~ .......................... ~--·~.,,.~ .. doc:waeM-.....,.,. ................... ,... .. ....... ,....... ......... part, ....... ................. .,._ ..... ._,.,... __,. .. ._,..,......,_...n_ .......... .., -,.,.c11111....._,,.....,. ............ ... .,_,_..... ............... Approved By ______ _ Dete,\ppr'oved Code ~ 13365 C Job Number Shfft Number P-21-19.3 ~, ~1 , $! 2l :I ~1 ,t \I) ' ,t \I) ,t 11 -~- \I) 1 .. ~ ::: IC) st I -~ /3\ 7' -1 5/16" 6' · 5 3/&" eoTTOM LIGHT TMY CHANNEL 6' -1· TOP LIGHT TMY CHANNEL • l v-FA8RICATED ALUM. LED CHANNEL WELDED iO ALUM. 8AFFLE5 AND VH8 TAPED TO ACM FACE ~ 1 112" X 1 1/2" X 111!>" ALUM. ANGLE SECURED c:::::::s4 TO INSIDE OF 5.5. ACCENT W/ 3M #4929 VH8 TAPE TO SUPPORT ALUM. 8AFFLE ~ r<;.,~ . I ' 21!! ~ ~ \._PG·''/---------....J.1.-i=,' \\ 11 1/&" ALUM. 8AFFLE5 POP RIVETED TO ACM SEAMS ~ \ \ AND MECHANICALLY FASTENED TOGETHER ii \ \ 14-..\.-4--~1-----.063" PRE-FINISHED WHITE' ALUM. REMOVABLE LED PANELS ~1-+----I-----13/16" AGI ALUM. CHANNEL LED TRACK WELDED TO ALUM. SUPPORT ANGLES ~ • l"l ~ 0 i::: - IC) ('I ,t 0 0 ------, .... , --. c C •-,,. ', ,,,.,;,:;_---/ I , '..:·, .. ',. ... 4 / , ' \ ', /' ,' , 1 ',', 'i / '/ ', -, I I • I ✓-I \ [(_ /.' ''r::-:::_:_:c_~ \' \ (..__1..:...:i:::..:,: C: --~'~o/ ',<·>~---=::-::,,..:·~ """ /:;-£i;;.-.,-;i,-~/;;,.,.i;l r;;-; ,,-~ .063" PRE-FINISHED WHITE' ALUM. lj !ii. -.:=£".:--j '..,.:,,. ..... -<c. f'1 1• l~~-~~--,-.. '~l;;j;~==~------.,l,....,,.,;..,....,t.+,-f,1/'""_,,_'!"."=--"'-"'-,,.et __ ff: __ !e°"..:::,;-::S~§ J ~,'..:,.,,.-di~':;:::,:;.~"-,, REMOVABLE LED PANELS ~ 1 · 1/&" ALUM. 8AFFLE AT 5.5. SEAM MECHANICALLY FASTENED TO STEEL ANGLES AND 5.5. SEAMS IC) /1"' !+----++----+-----1 1/2" X 1 112" X 111!>" ALUM. ANGLE SUPPORTS WELDED TO ALUM. 8AFFLE5 14 FABRICATED 5.5. ACCENT I ~ dS -I > < ti-. \J'G-:ii] i IQ .;. I 3" X 3• X 111!>" ALUM. TUBE W/ ONE SIDE RIPPED DOWN ~-+-----TO 7/16" FLANGES WELDED TO ALUM. 8AFFLE5 AND VHB TAPED TO ACM FACE --------------iH-+----+----4MM ROLLED ACM SIDE PANEL VHB TAPED TO CHANNEL FRAME ll r \ ,-• ~ I i.+----+----111!>" FABRICATED ALUM. CHANNEL FRAME AT BOTTOM SECTION 1'. e,• ~-~ tl]"l ~~ □ I I lLu ~ I I ii· II J .~--@ i ...... s@ STRUCTURAL ELEVATION ALUM. 31e,• = 1° -o· C P-21~19.4 ) ~~~=~' -~~CTION ~ II Architectural Graphics ~ Incorporated 2655 International Parkway P.O. Box 9175 lf,rginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ STRUCTURAL DETAIL Date 08.19.13 AOI EoR M. SMITH LHcl Drafter NJC DnlwnBy NJC Pro1ect Mgr. B. ADAMS General Sign Speclfk:atl-. 0 lnt.rlor ■ ~ 0 Single Faced ■ Double Faced □---------□ Non-lllumlnated ■ Illuminated ■ 120 Volta ___ Ampa(+/-1 0 277 Volta ___ Ampa(+/•) □ ---__ Ampa(+/·I ■ U/L List.cl O Non U/L Listed Location ---------.i1oac1 .._90._MPM ...... .._ ____ _ Area --Sq. Ft. Welght __ Lba. DrawlngRftlaiOM Drawn ay I o.te I Change if NJC 111.oe.13 IT1t1111iioi:ism JPT Ge.13.18 FNDAT10N DTAILI ~ IA IA IA n-................ ,...._efAnlNIMtlnl ...... -... --......... ~ ~-----~,....... .. ---........................................ .......... ,.........,. fw .............. -- Ille~~ ........... ~-~ .............. ~ ...... ... oepi,MI_,......_.. ........ ., ....... ,... .. ................... _. ... .,,,.,.... ........ ,..,... ..................... ..... ..., ............ ,,.... ........ ... ~In...,.~ Approved By ______ _ Date Approved ______ _ Code ~ 13365 C Job Number Sheet Number P-2 1-19.4 4MM ACM FILLER PANEL MECHANICALLY / -------------' 5.5. POP RIVETS FASTENED TO ALUM. &AFFLE --L --~~===:itl~~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!T~T!!!!!!!!iF!!!!!!!!~ \ #10 X 3/4" 5.5.P.H. SHEET METAL SCREWS I TO SECURE FILLER PANEL TO &AFFLE I I i J f" ..,. :t"" 1 r I ! I I ! I TO ALUM. &AFFLES '. 1/8" ALUM. TOP &AFFLE MECHANICALLY FASTENED TO STEEL SUPPORT ANGLES 1112· X 1 112· X 1/8" ALUM. ANGLE WELDED -----------1 ; I \ I II I I II r / I &RAKEFORMED 4MM ACM FACE PANEL " 1 POP RIVETED TO TOP ALUM. &AFFLE '-J.... -__,JI .....J. ___.. ----~ JI.... -- ( , ) 6LOW UP DETAIL .._ P·2M9.5, / ------------------- 4MM &RAKEFORMED ACM FACE PANELS 7 ►, 114" • 20 X 1 112· 5.5.H.H. &OLTS I --~---<----TO SECURE ALUM. &AFFLES TOGETHER I COUNTER SUNK 5.5. POP RIVET TO SECURE &AFFLE TO ACM SEAM 3/&" X 1 112" PVC SPACER :ll ~ F' I \ 4MM &RAKEFORMED ACM FACE PANELS ,. ... '-J.... 4MM &RAKEFORMED ACM FACE PANELS j - -0-.. :y:~ --- ( 2 ) 6LOW UP DETAIL P·2M9.5 3/16" = 1" / ~ &RAKEFORMED 4MM ACM FACE PANEL \ POP RIVETED TO ALUM. &AFFLES 11/2" X 1 1/2" X 1/8" ALUM. ANGLE WELDED I TO ALUM. &AFFLES I 1/8" ALUM. &AFFLES MECHANICALLY FASTENED TO STEEL ANGLES AND ACM SEAMS I 1/4" • 20 5.5.H.H. &OLTS TO SECURE ALUM. &AFFLES I TO STEEL SUPPORT ANGLES I 1/8" FA&RICATED ALUM. CHANNEL FRAME I / ff---:--------1, i I I 'R-----.-----1/8" FA&RICATED ALUM. CHANNEL FRAME COUNTER SUNK 5.5. POP RIVET TO SECURE ACM TO FA&RICATED CHANNEL FRAME I I \ I FA&RICATED ALUM. &ASE COYER I '--------------✓ 6LOW UP DETAIL 3/16" = 1' ~ II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign Type P-21-19 Drawing Type DETAIL Date 08.19.13 AGI EoR M. SMITH I.Nd Dnn.r NJC Drawn&y NJC Project Mgr. B. ADAMS GeMra!SlgnSpeclflcatlona D Interior • Exterior D Single Fae.cl • Double Faced □---------0 Non-Illuminated ■ Illuminated ■ 120 Volts ___ Ampe(+/·) D 211 Volts ___ Ampe(+t•I D ---__ Ampe(+t•I ■ U/L Usted D Non U/L Usted Location --------- -·-:90:....=MPH::...:.:.__ ____ _ Al.a __ Sq. Ft. Welght __ Lbs. Drawing Aevlelona Drawn By I Date I Change * NJC 111.08.13 ITMRUHOUIID JPT 08.13.18 FNOATION DTM.S ,,. ............... ...,..,. of ArctlllNlllra ___ .. __ ........,..... ............................... _ .. ........, ........... 11 ................ . ..........,..............,,....apNW,....... ... ___ ., ___ _ .....,, ............... --..i ........ ......... ~-~--part..,., .. .......... ,.,,..... .. .,,,,-.r.to-,"'"" .....-...... ,..,.... ................... ... ............... ,_.... ........... .. .....,.,.... ...... ,...._., Approvec!By ______ _ Oat.Approved Code Type 13365 C Job Number Shee1Number P-21-19.5 1/4" • 20 X 1 1/2" 5.5.H.H. BOLTS -------;;=:--:::..... TO SECURE ALUM. BAFFLES TOGETHER / ---~- COUNTER SUNK 5.5. POP RIVET ---1------IIJ!~F*~~~~ TO SECURE eAFFLE TO ACM SEAM . j '\ I I 3/6" x 1 112· PYC SPACER ---.---111,, 1 1 rn I 1/4" • 20 STUDS W/ PERF PAD GLUED .di I TO &ACK OF ACM TO MOUNT THERMOFORMED LOGO .150" THERMOFORMED CLEAR PLASTIC I r W/ FIRST SURFACE CHROME FINISH I I I I I I I I I .._+--lll-----11--1----.063" PRE-FINISHED WHITE' ALUM. REMOVABLE LED PANELS .117" TRANSLUCENT WHITE #2447 ACRYLIC &ACKER I I W/ SURFACE APPLIED PRINTED DOT MATRIX I I I I I I I I 13116" AGI CHANNEL TRACK TO ALLOW I I FOR REMOVABLE LEO PANELS I I =,-----11-----2" X 1" X 1/6" ALUM. ANGLE STIFFENERS SECURED 4MM 8RAKEFORMEO ACM FACE PANELS ---,-----,,'L TO &ACK OF ACM FACE W/ 3M #4929 VH8 TAPE I I I , ____ .._ ___ .150" THERMOFORMED CLEAR MUSTANG ACRYLIC I W/ SECOND SURFACE SPRAY CHROMED LETTERS 1/4" • 20 X 1 112· LONG PARTIALLY THREADED I .117" TRANSLUCENT WHITE #2447 ACRYLIC &ACKER ALIGNMENT STUD ON REMOVABLE SIDE ONLY ----1---,11 W/ SURFACE APPLIED PRINTED DOT MATRIX AT LOGO PANEL 3/6"8 THRU HOLES IN ACM FLANGE AND BAFFLE I ,..._ ___ __,,__ ___ 1/4" • 20 X 1 1/2" 5.5.H.H. BOLTS TO ALLOW FOR ALIGNMENT STUD I TO SECURE ALUM. BAFFLES TOGETHER 114•. 20 KNURLED RIVET NUT TO SECURE ---,1-----~•~~r~~~ I COUNTER SUNK s.s. POP RIVET ACM FLANGE TO ALUM. BAFFLE / TO SECURE BAFFLE TO ACM SEAM '-_ _ _ _ -3/6" X 1 1/2" PYC SPACER 1/4" • 20 5.5.H.H. BOLTS TO SECURE ALUM. BAFFLES '----------------TO STEEL SUPPORT ANGLES ( 1 ') BLOW UP DETAIL ..._ P-21-19.6,. ~ II Architectural Graphics Incorporated 2655 International Pari<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ DETAIL Daw 08.19.13 AOI EoR M. SMITH LeadDntfter NJC DrawnBy NJC Prolect Mgr. B. ADAMS a.-al Sign Spaclftcatlona 0 lntarlor ■ Exterior 0 Single Faced ■ Double Faced □----------0 Non-Illuminated ■ llumlnated ■ 120 Volta ___ Ampa(+l•I □ 211 Volta ___ Ampa(+/·I □ ---Ampa(+/·I ■ U/Lllstad 0 Non U/L Ustad Location --------- Wlndload ""'°""-=a.._ ____ _ Al-■ __ Sq. Ft. Welght __ Lbs. Dnwlng~ Drawn By I Date I Change NJC I 11.Ge.13 JTHAV HOU IIZE JPT I oe.13.111 IFNDATION DTAILI I, ~ a. ,... .............. ,,...,. .. ~ ___ .. __ ,.........,.. ......................... _ .. ...,...., ..................... ....,.. ~ ............. hr ...... ~ ... .. ,.........,__,.. .. ._____ ....,_ ... ..,... ._ ... ____. -Mt M ....... ~ .............. -" ...... ......... ~ .. ...,-•teanw,.... ______ ,urpiOM,.,. ..... lt __ ~ __ _,......,,.....~ ........... ....,..,..... In....,~ ApprowdBy ______ _ Daw""-ad ------- Code Tn>■ 13365 C Job Number Shfft Number P-21-19.6 ~ 1 t<) Fl ~1 ~ I I . -~ ;... . ~ ., .; w ~ t<) f 3• f -/ ( I I u= I I ~I ;., I I ~J I \ ' ----/ 6LOW_UP DETAIL 1/2" = 1• 8'. o· 4' • 5 1/2" i f _l rr ~ 4MM eRAKEFORMED ACM FACE PANELS nj 3' • 6 1/2" r~;--::?_ f cf,jl ----1- : 0 ' ' ' ' @ j;f'--,-__ jJ ~., \ t~ 112" XI 112" X VO" ,.,_UM. ANGLE,,.. Tl\l'£D FA8RICAfED 18 GA 5.5. ACCENf SAND ro 5.5. ACCENf fO ALLOW FOR ALUM. &AFFLE 1/8" ALUM. 8AFFLE MECHANICALLY FASTENED fO ALUM. ANGLES AND 5fEEL 5UPPORf ANGLE ( 1 ') PLAN VIEW (TOP PANEL) .._ P·2H9.7 .. 1/4" • 20 X 1" LONG 5.5.H.H. 60Lf5 ro SECURE LIGHf CHANNEL AND 5.5. ACCENf fOGEfHER •12•O.c. 1/4" • 20 5.5. KNURLED RIVEf NUf qJt 12" 0.C. fO SECURE LIGHf CHANNEL AND 5.5. ACCENf ~ 4' • 1 5/16" 3' • 4 11/16" f 1/&" FA8RICAfED ALUM. LIGHf CHANNEL MECHANICALLY FA5fENED fO 5.5. ACCENf #6 X 3/4" 5.5.P.H. 5HEEf MEfAL SCREW io fOPlN LENS ~ 1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE STIFFENER en r VH8 fAPED ro 5fAINLE55 5fEEL ACCENf I .rt= < .220" CLEAR IMPACT MODIFIED ACRYLIC LENS :!: MECHANICALLY FA5fENED ro LENS CHANNEL --MOUSE HOLE cur our l 11~-~Lu~. roP 8AFFLE 1/2" X 1/2" X .220" CLEAR ACRYLIC LUGS CHEMICALLY 60NDED ro 8ACK OF LENS 3M #4929 VH8 fAPE ro SECURE ALUM. LIGHf ( 3 ') TOP ALUM. 6AFFLE DETAIL ..._ P·2H9.7 .. CHANNEL fO 8ACK OF ACM FACE 4MM 8RAKEFORMED ACM FACE PANEL ~~II Architectural Graphics Incorporated 2655 International Patkway P.O. Box9175 Vorglnla Beach. VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ SECTION Date 08.19.13 AOI EoR M. SMITH Lead Drafter NJC Drawnay NJC Pni.ct Mgr. B. ADAMS 0..-. Sign Speclftcatlons 0 Interior ■ Ext8rlor 0 Single Fae.cl ■ Double Faced □---------0 Non-Illuminated ■ Illuminated ■ t20 Volta ___ Amps(+/·) 0 277 Volta ___ Amps(+/·) □ ---Amps(+/·) ■ U/L Ustecl 0 Non U/L Listed Location -------- -dload ,:::00"-"-=.,,_ ____ _ "'---Sq. Ft. Weight __ &.be. Drawing~ Drawn ay I Date Change NJC I 11.oe.13 ITHRV NOii SIZE JPT I 09.13.19 IFNDATION DTAILS ,,.. ............... ,..._of~ ___ .. __ ~ .. .,,.. ...................... .... .. ........, ........................ . NMlllentl■I,.,.........,.,. • .,...,......, ... ............ ~___.. .... ~---CIINMW'■--............... --.. ......... ...................................... .................. ..,....., .. ..,,.... --,ttw .. ,.....1w ...... 11 ............... ____ ,. __ ... __ ., __ Approved By------- Date Approved------- Code 13365 Job Number SheetNumber P-21-19.7 ~ C JM=-_11 :~:~=ural //~ Incorporated 2655 International Plllkway 1 8' -O" l Virgi!o~~~i:523450 ~~ r-1 .,,.. f ,o uno· .._. ~EXUS _.-a-__.-(--1 -----/ -,... !]"'" ~ #10 X 3/4" 5.5.H.H. TEK SCREWS ~ ~ □ f o o • o o • o o • o o O o I ] I / I I / " TO SECURE ALUM. ANGLES TOGETHER Sign TrPe i<>'r-1 ~ r 7 I ·• 0 0 "" 1 / 1-----J , 1·x1·x118"ALUM.ANGLEWELDED P-21-19 I I O , o d ~ I TO ALUM. BAFFLE TO SUPPORT ANGLE Drawing TrPe • ~ I .. 1 ,---->i O ~ I _ 1 1/4" X 1 1/4" X 1/8" ALUM. ANGLE SECTION <I) -I J ~ I -• \ POP RIVETED TO ACM FLANGE ;_ z I J ~ ~ II O O I ,~.u I '--..,___-~I_ 5,5. POP RIVET Dela 08.19.13 L \ I \ / AQIEoR M.SMITH ~( ~ I I ' I --"JI O O ,_ 4MM BRAKEFORMED ACM SIDES PANELS I.Nd Drafter NJC -la□ 1 . \ 0 0 0 0 l O O O di I ' / Drawn By NJC ll'l '--,,•~-\_ 1/&"AWM.IOAFFLES~PRr,£11SOTOACM5EAM5 .\\_ 1/♦"•20X1112"~.5Ji.H.,OLT5 \ • '-----___ -_ ---=:= ANDMECHANICALLYFASTENEDTOGETHER TOSECUREALUM.&AFFLESTOGETHER E 2 ? 5LOW UP DETAIL D lnwlor ■ Exterior _ P-21-19.8 "J 3/16" = 1" D Single Faced ■ Double Faced 1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE SUPPORTS 4MM BRAKEFORMED ACM FACE PANELS 5.5. POP RIVETS WELDED TO ALUM. BAFFLES O ---------- □ Non-Illuminated E 1 ? PLAN VIEW (5,5, SEAMS) ■ llumlnated _ P-21-19.8 / 1" = 1' -O" ■ 120 Votta ___ Amps(+/-) D 21111otta ___ Amps(+I-1 1• .. 1· -1 11116" ~ D _______ Amps(+I-1 ,~ I S.S. ACCENT &AND I ■ U/L Uated D Non U/L Usted #10 X 3/4" 5.5.H.H. TEK SCREWS TO SECURE = :90=-=-=------~-------_._ '-f ---.... ANGLETOSUPPORTANGLE ArN __ Sq.Ft. Welght __ Lbs. """'""-"""'""---11 1-j 1 ---------------------. 1/2" X 1/2" X .220" CLEAR ACRYLIC LUGS Drawing Revl.i-~ I ~ I 2° X 2" X 1/8" ALUM. ANGLE WELDED TO BAFFLES """'""_..,,._ ___ / CHEMICALLY BONDED TO &ACK OF LENS Drawn By Date Change I 7 -9 TOSECUREACMFACEPANELS (l! I NJC 11.oe.13 TMIIUHOU!SIZI! ' ~ I 114------l+----------------1--3" X 3• X 1/8" ALUM. TUBE W/ ONE SIDE RIPPED JPT 08.13.19 FNDATION DTAIU I ~ 1 1" X 1· X 1/8" CONTINUOUS ALUM. ANGLE ~ I TO HAVE 7/16" FLANGE TO MOUNT ACRYLIC PANEL I MECHANICALLY FASTENED TO ACM ANGLE II) I -ri ..... ~ '---+----+------ 1 ;:--I ------p,, 0 = ~ I 1/4" -20 X 1" 5.5.H.H. BOLT TO SECURE ALUM. BAFFLE ,~ 1"X1"X1/8"ALUM.ANGLEWELDED I ) q~ '!... -· 1 T05.5.FLANGE5AT5EAM5 I ,_ TO ALUM. BAFFLE TO SUPPORT ANGLE I \ \ I I I (\\J .-1/4" -20 5.5. KNURLED RIVET NUT t/1 12· o.c. 1 -I TO SECURE LIGHT CHANNEL AND 5.5. ACCENT I ~ I 1/8" ALUM. BAFFLE MECHANICALLY FASTENED _ \ , • 14 TO ACM FLANGES I ai.'~--4----!I--------~ I .~ ~ i<5 I ·, • ~ I 1/4" -20 X 1" 5.5.H.H. BOLT TO SECURE LIGHT TRAY .... '!"'~------+-------· '° 11,_____ • N ., t---TO STAINLESS STEEL ACCENT -,----1----.1-------. -_. I ~-~q➔---1/8" ALUM. BAFFLE MECHANICALLY FASTENED CO ~ !i I -_ M 7 TO ACM FLANGES ;_ : ~ t--, ' l+--,---18 GA. 5.5. BRAKEFORMED AND ROLL FORMED .,... -1o ---., _ I .. C, -<i I ' I ACCENTBAND =--"'°,;;.=.:.=---:::: Cl) I ....................................... . l ................................... ... ,+----,----#10 X 3/4" 5.5.H.H. TEK SCREWS TO SECURE •• I 1/8" ALUM. BAFFLE MECHANICALLY FASTENED ::....-:: .:...-=--"":..:-"--== I / I ANGLES TOGETHER I ,---------,,,.. I TO 5.5. SEAM AND TO STEEL SUPPORT ANGLE =.. ... ...=:".: =.-... -.. ~::.: :. r-""\ v I uwpt ....... ,...... ....... _......._ __ I ~ I \,__J 1~-t---1/4" -20 X 1" 5.5.H.H. 150LT AT 8" o.c. TO SECURE =-= := ..::-'" --.. _ 4MM ACM FLANGE I lrl----------:=---------=,----1~ 5 .5. PANELS TOGETHER I ,_ " ~ ~ o o ~ I Approved By ___ _ I -"k-----I _ ru 3/16" X 2" ALUM. STIFFENER BAR MECHANICALLY Date Approved ~:-~===i= bL < • \ I FASTENED TO 5.5. ACCENT FLANGES W/ 1/4" -20 ·----■---.-.-.-.-.-■-11111-.-.-.-.-.. ~ ;... I I e I s .s. COUNTER SUNK POP RIVET ;; s .s.H.H. BOLTS Code Type \. J II) I (j I .220" CLEAR IMPACT MODIFIED ACRYLIC LENS 13365 C '----_,, l I MECHANICALLY FASTENED TO LENS CHANNEL , __________ J ~~ E--3-~ 5LOW UP DETAIL P-21-19.8} 3/16" = 1" E 4 ? 5LOW UP DETAIL _ P-21-19.8 / 3/16" = 1" Sheet Number P-21-19.8 ;.. I :I !I ;.. I 1 6' -o· 7' • 1 5/16" 1C [~ -\ I o I r 0 0 0 ...... 0 0 0 0 0 ...... 0 1 10 11/16" t -1 sy 41 CJ ~ 1• I .. : I 7 ! 1 ~· -"' ~~~ I . ---.----r---• ~:t I o I o o o o o o o '----..J 1/6" ALUM. 5AFFLE5 POP RIVETED TO ACM SEAMS 16 GA 5RAKEFORMED AND ROLLFORMED AND MECHANICALLY FASTENED TOGETHER 5.5. ACCENT SAND • • • • • 3/16" X 2" ALUM. STIFFENER 5AR MECHANICALLY 1 1/2 X 1 1/2 X 1/6 ALUM. ANGLE SUPPORTS 1/4 • 20 X 1 1/2 5 .5.H.H. 50LT5 TO SECURE FASTENED TOSS ACCENT FLANGES WI 114 •• 20 WELDED TO ALUM. 5AFFLE5 ALUM. 5AFFLE5 TOGEETHER . • 5.5.H.H. &OLTS 4MM 5RAKEFORMED ACM FACE PANELS 5.5. POP RIVETS ( 1 ) PLAN VIEW (ACM 5EAM5) ..._ P-21-19.9,. #10 X 3/4" 5.5.H.H. TEK SCREWS TO SECURE ANGLE TO SUPPORT ANGLE ---4MM 5RAKEFORMED ACM FACE PANELS -t-@) fl ! 2" X 2" X 1/6" ALUM. ANGLE WELDED TO 5AFFLE5 TO SECURE ACM FACE PANELS --/ ' 1" X 1" X 1/6" CONTINUOUS ALUM. ANGLE / MECHANICALLY FASTENED TO ACM ANGLE \ I I I \ 5.5. POP RIVET 2" X 1" X 1/8" ALUM. ANGLE POP RIVET I ~ 13 I TO ACM FLANGE 2" X 1" X 1/6" ALUM. ANGLE POP RIVET TO ACM FLANGE I I I I I @) ' r X 1/4" ALUM. SLOT CUT INTO ALUM. 5AFFLE ' I ~r+ ' TO ALLOW FOR ALIGNMENT ANGLE -1 4MM 5RAKEFORMED ACM SIDE PANELS l 1/2" PVC SPACER 0 I @) \ ~ I 0 -I I <:> . ' • I~ I r X 1/4" ALUM. SLOT CUT INTO ALUM. 5AFFLE ; 1£) ::i TO ALLOW FOR ALIGNMENT ANGLE ' :, ~ ~ --.___ _.. I @) I ~,[ : ACM FLANGE E P-21~19.9 j 6LOW UP DETAIL 0 I 3/8" = 1· @) 1 5.5. POP RIVET ------- 2 6LOW UP DETAIL P-21-19.9 3/16" = 1· ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Vlflllnia Beach, VA 23450 (757)427-1900 Project Tltle LEXUS Slgnl'ype P-21-19 Drawing Type SECTION Date 08.19.13 AGI EoR M. SMITH LNclDnltlar NJC .,,_,ay NJC Project Mgr. B. ADAMS 0.-. Sign Specifications D Interior ■ Extenor D Single Faced ■ Double Faced □----------□ Non-lllumlnat..t ■ lllumlnat..t ■ 120 Volta ___ Ampa(+/·) D 211 Volta ___ Ampll(+1-1 □---Ampll(+I-) ■UILUsted 0 Non U/L Ua1..t Location --------- Wlnclload ~IIO-MPH-_____ _ ArN __ Sq.Ft. w.lght __ Lbs. Drawing~ .,,_,BylD-!Change 1-. NJC f 11.oe.13 JT1111U HOla 11D JPT I oe.13.11 IFNDATION DTAILS I' 11 :l\ I.A. !I. ~ 1111a ---.. -.... .....,.,. -~ _ .... _ .. __ ,.,,...._, .......... ,.....,...,.,. __ ........................................ ........... ............................... ... ......................... ~-~--.......... .__..._MtN oe,,IMl ................................ ""'1111 .......... ,.,...... ... .,,, .......... .,, ....... ........................ " ............. ..... _______ .. ....,..... ....... ,..;.,eta. Approved By------- Date Approved Code Type 13365 C Job Number Sheet Number P-21-19.9 l 6'-0" 7-1 5/16" 0 0 0 0 0 0 0 0 . r 7 Cl Cl . I~ . ~I N ., Cl Cl : ~ _, .tj . -., L \o 0 0 0 0 0 . . 5.5. POP RIVETS 116" ALUM. 6AFFLE5 POP RIVETED TO ACM SEAMS AND MECHANICALLY FASTENED TOGETHER 114" -20 X 1 112" 5.5.H.H. 50LT5 TO SECURE ALUM. 6AFFLE5 TOGEETHER 4MM 6RAKEFORMED ACM FACE PANELS ( P-21~19_10) ;.~~~ VIEW {ACM SEAMS AT UPRIGHD #10 X 3/4" 5.5.H.H. TEK SCREWS TO SECURE ANGLE TO SUPPORT ANGLE /'-4MM 6RAKEFORMED ACM FACE PANELS : I -rr--1 --2• X 2" X 11&" ALUM. ANGLE WELDED TO 6AFFLE5 / TO SECURE ACM FACE PANELS / I 1" X 1" X 11&" CONTINUOUS ALUM. ANGLE MECHANICALLY FASTENED TO ACM ANGLE I @ ' ' ' I ' I I ' ~I~ ' 2" X 1" X 11&" ALUM. ANGLE POP RIVET I ' ' ' TO ACM FLANGE ' @ I I ~I :I ~C i \ 4MM 6RAKEFORMED ACM SIDE PANELS @ ~ \ ' ~ 13 I I I 7" X 114" ALUM. SLOT CUT INTO ALUM. 6AFFLE ,_ I TO ALLOW FOR ALIGNMENT ANGLE I ~J i ACM FLANGE ~I ----5.5. POP RIVET ( 2 :) BLOW UP DETAIL , P-21-19.10, i ~w Cl .• ~ 10 11116" t .. .. ~ I& GA 8RAKEF0 ... EO AND ,OLLFORMED 5.5. ACCENT 6AND 5116" X 2" ALUM. STIFFENER MR MECHANICALLY FASTENED TO 5.5. ACCENT FLANGES W/ 114" -20 5.5.H.H. 50LT5 1 112" X 1 112" X 116" ALUM. ANGLE SUPPORTS WELDED TO ALUM. 6AFFLE5 -- ' 5.5. POP RIVET \ 2" X 1" X 1/&" ALUM. ANGLE POP RIVET I TO ACM FLANGE 7" X 1/4" ALUM. SLOT CUT INTO ALUM. 6AFFLE TO ALLOW FOR ALIGNMENT ANGLE 112" PVC SPACER I I / --/ BLOW UP DETAIL 3/&" = 1· ~ II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia IIMch, VA 23450 (757)427-1900 Project Title LEXUS SlgnTrpe P-21·19 DrawlngTrpe SECTION Daw 08.19.13 AQI EoR M. SMITH Lead Drafter NJC Drawn&y NJC Pro1ect Mer-B, ADAMS OeMral Sign Speclflcatlona D Interior ■ Exterior D Single Faced ■ Double Faced □---------D Non-Hlumlnatecl ■ Illuminated ■ 120 Volta ___ Amps(+/-) 0 277 Volta ___ Amps(+/-) D ---___ Amps(+t-1 ■ U/LUstecl D Non U/L Ustecl Location ---------M~lolld ~~ ...... -...... _____ _ Area __ lq. Ft. Welght __ u,e. DnlwlngRevlsloM Drawn ay I 0ate Change NJC I 11.oe.13 ITHRV HOLE SIZI! JPT I 011.13.18 IFNOATION DTAILS ~ ~ ,,... ............... """"'of~ _ ..... -•--~----... ,.,. .......... _ .. ........, ............................ . ........... ,........... .......... ,,......., .. .. ,.........~ ......... dec.....t:_ °"""" ............. ~ ...... -....... -,..,......_ .............. .-rt. ,_. -~ ............ .., ......... ..,,.,... --,ithr._ purpoeefw wNdl 11 .. ........_ nor _,,~.....,_,,_,._. .......... M __ .. __ Approved By------- Date Approved------- Code Trpe 13365 C Job Number ShfftNumber P-21-19.10 ~ <I) N 6'· 6 3/16" 5 3/16"n J .,. . 7 13/16" .~ r=t 5 3/16" 3' • 2 11/16" 1' • 0 1/4" 3'·4 1/6" Ol'ENING ~ I· ~ I 11 r 1 7/6"i 3'·2" r r---r t 2' • 11 13/16" IO I - ~I .t !I ~ ------------------------------------------,,.--.090" FA8RICATED ALUM. 2·PEICE 8ASE COVER MECHANICALLY FASTENED TO ALUM. CA8INET '\-------------------------r==============================+'.-----1---2" X 2" X 1/6" ALUM. ANGLE SUPPORT MECHANICALLY FASTENED TO STEEL ANGLE CLIPS INTHE FIELD ~ .. - ~ I :1 t=J i--.--. ~ ;L .._ z _p.__ !1 I/ ~ ~ IO L• -, ... .090" ALUM. DOU8LER VERSILOCKED TO ONE SIDE 1=---=----~-------~.-. OF ALUM. 8ASE COVER AND MECHANICALLY FASTENED TO OTHER SIDE .090" FLUSH MOUNTED ALUM. ACCESS PANEL ---+---MECHANICALLY FASTENED TO ALUM. DOU8LERS \ "' I 2" X 1" X 1/6" ALUM. ANGLE SEAM SUPPORT ~-____ ...,__ __ ,___ VERSILOCKED TO ONE SIDE OF COVER \ "' AND MECHANICALLY FASTENED TO OTHER \,__ ___________________ 1/4" • 20 X 1" S.S.H.H. 60LTS TO SECURE ALUM. ANGLE TO STEEL ANGLE CLIPS PLAN SECTION 3/4" = 1' • O" .090" ALUM. DOU8LER VERSILOCKED ~--------TO 60TTOM OF ALUM. 8ASE COVER TO SUPPORT ACCESS PANEL .090" FLUSH MOUNTED ALUM. ACCESS =.!!:,_===~1---:..__ __ PANEL MECHANICALLY FASTENED ----- TO ALUM. DOU8LER #10 X 3/4" S.S.C.S. SHEET METAL '-+---SCREWS TO SECURE ACCESS PANEL TO ALUM. DOU8LER 2" X 1" X 1/6" ALUM. ANGLE SEAM SUPPORT I S\ I --,,---- VERSILOCKED TO ONE SIDE OF COVER I AND MECHANICALLY FASTENED TO OTHER \ #10 X 1" S.S.H.H. TEK SCREWS TO SECURE -----ALUM. 8ASE COVER TO ALUM. CA8INET \ --, ''. #10 X 3/4" S.S.C.S. SHEET METAL SCREWS b ----.090" ALUM. 8RAKEFORMED 8ASE COVER :I: ( rr--1 ---~, I --,-,--I I -----,--I ~ . ._·, \) TO SECURE 8ASECOVERTO ANGLE ;_....,__ __________ __._ __________________________________________ _.___ WI 1" FLANGE O 60TTOM STRUCTURAL ELEVATION 6ASE COVER 3/4" = 1· -o· ( 3 ) SIDE SECTION (6ASE COVER) ..,P-21-19.11~ ~II Architectural Graphics ~ Incorporated 2655 lntematlonal P811<Way P.O. Box 9175 Vnginia Beach, VA 23450 (757)427-1900 Project Tltle LEXUS Sign,.,.,. P-21-19 Drawing ,.,.,. BASE COVER DETAIL Date 08.19.13 AGI EoR M, SMITH LHd Dmter NJC nr--.a, NJC ProJect Mgr. B. ADAMS GelMral Sign si,.cHlcatlona 0 1.-.tor ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-lllumlnated ■ IUuml- ■ 120 -___ Amp8(+1·I 0 211 -___ Amp8(+1·I 0 ---Amp8(+1·I ■ UIL Listed 0 Non UIL Listed Location --------- --_..00 ...... -........ _____ _ Al.a __ Sq. Ft. Welght __ Lbs. Drawing~ Dr--. a, I Data I c"- 1\ NJC I 11.Ge.13 lntRU HOU 11D ~ JPT I Ge.13.111 IFNDATION DTAILS I~ ~ ~ l l,l,._ ~ !.. IA ,,. ................. ,,....-tr"of~ ~ Inc., _. ....... ~ ~ ........ ,....,...,.. .. .... .. ...,...., .......... It ............... . ............................ ~ ... ... _ .. ___ _ ~ ............................. ... oep1e111.,,....,...... ........... ,.,.. ..... .. ..................... .,,_.., .... ,... ............. -.................. ...... ., ....... ,..._ ~totllle .... ... __,..., __ Approved By-------- Data Approved------- Coda ,.,.,. 13365 C Job Number ShMtNumbar P-21-19.11 0 ~ .,;::::.:.c:.~;r;-;yr~,::, /:1 / , ,/ ',~>, ~--~~~~---(74 PER SIDE) AGILIGHT L5·APEX·50K·G2 LED MODULES MOUNTED TO INSIDE OF LIGHT CHANNEL ,' ,'/ /,' ./ \, \ i.--;--t----+----.063" LED LIGHT PANELS POPULATED .,.._-,--t.-t++-+----t'..,~,-,\, ( __ •f :;;;_====:..,:r;e'1,..~~_)_+--H--+• WI AGILIGHT L5·APEX·65K·G2 LED MODULES <'·:.:. :.:-,_:c-Jo/ ____ ~-_ HINGED ACM SIDE PANEL ~S~-:";C-~~~;JJ~~~~-~~2 ~, ·SEE PG. 14 FOR DETAILS ti~ 1 1/2" X 1 1/2" X 1/6" ALUM. ANGLE WELDED w11 II ~ 11 I 11_ r1 TO ALUM. PANEL TRACK AND MECHANICALLY FASTENED TO STEEL TU6E 13116" AGI CHANNEL TRACK WELDED ALUM. STIFFENER ANGLE AND MECHANICALLY I ._ -= r FASTENED TO STEEL TU6E ==0 ==4 11 (11) 60W ADVANCED POWER SUPPLY ~ j ~~lg~ .063" ALUM. LED DRIVER PANEL 3/6" LIQUID TIGHT CONDUIT TO J-50X J·50X MOUNTED TO STEEL TU6E UPRIGHT TO ALLOW FOR ELECTRICAL CONNECTION 1/2" LIQUID TIGHT CONDUIT WHIP 6YOTHER5 (P-21~19_12) ~;.:~ 0 ~ICAL ELEVATION ~ s N ' ;.. ~- t\ Tr ~ ll I I t t I J ~ CARLING TYPE DISCONNECT SWITCH -----+-----AND J·50X MOUNTED TO STEEL SIDE TU6E 111+-----+-----3/&" LIQUID TIGHT CONDUIT TO J·60X ~ ~ TWIST LOCK QUICK DISCONNECT SWITCH .:.,~ I AND J·50X MOUNTED TO STEEL SIDE TU6E ~ II I .063" ALUM. LED POWER SUPPLY PANEL ~ [ II• lr-411 II I #12 X 1" 5.5.H.H. TEK SCREWS TO SECURE ANGLE TO STEEL SIDE TU6E5 ~I r-1 1/2" X 1 1/2" X 1/6" ALUM. ANGLE TO SUPPORT --1t-----t----50TTOM LED POWER SUPPLY CHANNELS [j .t \_ 'II I II I 60W ADVANCED POWER SUPPLY 13116" AGI CHANNEL TRACK WELDED __.,__ ______ _ ALUM. ANGLE SUPPORT ( 2 ) ELECTRICAL ELEVATION ..._P-21-19.12,.. ~1112·~ 3 1/4" • 1 l l ,....,,.---,-.. .. NOTCH 5.5. FLANGE TO ALLOW 50TTOM S.S. I ~------' PANEL TO DROP DOWN ,,r .,.-I '--il I II [""" I I I ■ I 1/&" 6RAKEFORMED ALUM. CHANNEL MECHANICALLY FASTENED TO ALUM. ANGLE !I I I ~ii I I --4-----l 1 · I I \. ____ _L_..., . . ... --1--1/&" 6RAKEFORMED ALUM. CHANNEL FASTENED TO 5.5. ACCENT WI 3M #4929 VH6 TAPE ... -· 'I -I 16 GA. S.S. HINGED ACCENT PANEL '------+------1/&" 6RAKEFORMED ALUM. ANGLE WELDED TO 50TTOM OF ALUM. 6AFFLE BLOW UP DETAIL 1/4": 1" ~ II Architectural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project nu. LEXUS Slgn l'ype P-21-19 Drawing Type ELECTRICAL ELEVATION Daw 08.19.13 AQI EoR M. SMITH Lead Dnrtter NJC DrawnBy NJC Project Mgr. B. ADAMS General Sign ~ 0 Interior ■ IExurtor □ Single Fae.cl ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 -___ Ampa(+/-) 0 277 -___ Ampa(+/•) □ ---Amps(+/·) ■ U/LUst.d 0 Non U/L Usted Location --------- Wlndload =00~-=------ ~ __ Sq. Ft. Wel9ht __ Lba. Drawing lle¥lsloM Drawn By I Date I c.._ i NJC 111,Ge.13 ITHRU HOLa SIZI! ;PT Oll,13,HFNDA~DTAU 1111a ............... .......,_.,~ _....,_ .. __ ~ ............ __.,...,... ... __ .. ........, ........................... . ~,........... .......... ,...... .... ... .....,,.. ~ ~ .. ..._. ___ ~ ............. Na..__.. ....... ............................. ,-t.,...1111 ...... ,...,..,.. ... .., ___ .,,...,... ...._ ..... ,...... ......... _........._INN' any-,.clal....._,__.., .......... ... ~ .............. Approved By ------- Date Approved Code 13365 Job Number Sheet Number P-21-19.12 Type C ~ ~ r-.. H I() t =' <O ~I -+--0 ~I c() N I =r <O +r ~ ~ I() 5'. 11' 5' • 5" .063" ALUM. LED PANEL 4"£1 X 8" LONG SLOTTED HAND HOLES LED PANEL LAYOUT 3/4" = 1' • O" b i<) l -----Y--r in i c() r- ~ _r c() -t- in t ~ C ;.. 31 -6" 3' • 1" ~ ~ N t -+-- c() -+--r: =I IS) ~ N 1~ .. ti ,. ~t ti 6' • 5• 5' • 11" .063" ALUM. LED PANEL 4"£1 X 8" LONG SLOTTED HAND HOLES LED PANEL LAYOUT 3/41t = 11 -0" 0 ~ .063" ALUM. LED PANEL r---, i.+--3"£1 X 8" LONG SLOTTED HAND HOLES \_.J ( 3 ') LED PANEL LAYOUT ..._P-21-19.13,. t /1@11 Archit!!ctural Graphics Incorporated 2655 International Par1<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign Type P-21-19 Drawing Type DETAIL Date 08,19,13 AGI EoR M. SMITH Lead Drafter NJC Drawn By NJC Project Mgr. B. ADAMS General Sign Speclflcatlons D Interior ■ Exterior D Single Faced ■ Double Faced □---------D Non-Illuminated ■ Illuminated ■ 120 Volts ___ Amps(+/·) 0 277 Volts ___ Amps(+/·) □ ----Amps(+/·) ■ U/L Usted Location 0 Non U/L Usted Wlndload =90~M=PH=------- Area __ Sq.Ft. Welght __ Lbs. Drawing Revision• Drawn By I Date I Change ~\ NJC ( 11.06.13 IT11RU HOLE SIZE JPT I 06.13.16 IFNDATION DTAILS A .A IA Thia docUfnent la CM 90te property of Archlwctural Gniphlcs, Inc., and au dfftgn, ftYnufllCturlftl, reproduction.UM ... .aleript9,....,.the....,.. .,.. ~ fortaldd«I.. It .. tubmttt9d ..,... • oonftdentlal Nlatlonehtp. for • apecW purpoee. and .... r.clpMm. br ~ this document....,.. cuiatody and ..,.... that this document wlll not be copied or ~ In whON or In part. nor h9 content. ,...._ In -, ....,.._ or to Mt ~ ~for the purpoN for which ti WU t.ndend. ,_ Ml'J' special futurera pecullar to this ...., be lnCorporaMd In other p,oiec1L Approved By ________ _ Date Approved _______ _ Code Type 13365 C Job Number Sheet Number P-21-19.13 r---. I • I 0 I --. ...... 0 0 0 0 0 0 0 0 I I l :g: ~ C) 10: I I ~ 0 0 o o O O • 0 ~-~-]--=---0 -----' 0 ~~ 1 112• X 1 112" X 118" ALUM. ANGLES WELDED TO ALUM. 6AFFLES 4MM 5RAKEFORMED ACM FACE PANELS .063• ALUM. LED PANELS \_ l3/16• AGI ALUM. TRACKS WELDED TO SUPPORT ANGLES TO ACCOMMODATE LED PANELS EP-21~19.14) ~L~~ SECTION (HINGED ACM SIDE PANEL} 2• X 2• X 11a• ALUM. ANGLE WELDED TO eAFFLES ,---------TO SECURE ACM FACE PANELS • NOTCH LEG TO ACCOMMODATE ALUM. FLAT eAR ( --------S.S.P.H. SHEET METAL SCREWS TO SECURE , .--.,,...--,,i---~ CONCEALED HINGE TO ALUM. FLAT 5AR I' <1: tiii!!~~~~t:;~--1---3" X 3" X 1/4• ALUM. FLAT 5AR WELDED :I ~ I<) IC) ;.. INTO ANGLE TO SUPPORT HINGE 175° FULLY CONCEALED HINGE (ROCKLER COMPANIES PN 66613) MECHANICALLY FASTENED TO ALUM. FLAT 5AR ,,_ _____ ___,.__ __ 1• X 3• PVC SPACER VERSILOCKED TO ACM DOOR I I ~I M---+t-------+---4MM HINGED ACM SIDE PANEL I 0 @ _J I ~~ _______ _.,, 6LOW UP DETAIL :3/16.: 1· /1@11 Architectural Graphics Incorporated 2655 International P811<way P.O. Box 9175 Virginia Beach. VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ SECTION Daw 08.19.13 Aot EoR M. SMITH LNd Drafter NJC Drawn ay NJC Project M.--B. ADAMS 0.-. Sign Spec:lflcatlona D Interior ■ Exterior D Single F.....S ■ Double Fae.cl □---------D Non-Illuminated ■ Illuminated ■ 120 Volta ___ Ampl(+/-1 D 21111o1ta ___ Ampl(+1-1 D ---__ Ampl(+1-1 ■ U/LUsted D Non U/L Listed Location ----------d-~00=-=------ Area __ Sq. Ft. Welght __ Lbs. Drawing ....ion. Drawn ay I Date ct,._ q.., NJC I 1 1 .oe.13 JTIIIIV HOU! 11D JPT I oe.13.111 IFNDATION DTM..S I I I~ ta. to. ~ ,,. ................ .....,.,,.~ _ ... __ .. __ ~ ............ ,....,...... .. __ .. ........, ............. ........._ ..... .........._.,............,_ . ...,....,..,.... .... lhrtnc......,i.,...,...-.~---cualNJ81M..,...._thla.__._. .. .,. OIPIN•,...,...._ 111'1 .....,orMpe,t.nort11 ......... ,....,.. ... .,,_. ... .,,,.... .......... JiWPONtwwhlDII It_....,...."'°" _______ .. ........,..,......,~ Approved By------- D-Approved Code ~ 13365 C Job Number Sheet Number P-21-19.14 1° -1 1/8" l + ..... ~II Archltectural ~ > m•+ • Graphics r Incorporated 2655 International Parkway P.O. Box 9175 ~ l Virginia Beach, VA 23450 (757)427-1900 ~ 118" 6RAKEFORMED ALUM. ] I I CHANNEL FASTENED Project Title II> ~ TO 5.5. ACCENT r--~ LEXUS w " I WI 3M #4929 VH6 TAPE I .-...... 9 ,_ -Slgnl',pe ' ~ ~ ~~----P-21-19 ◄I : I l'G.1!5 Drawing 1',pe I '._ -lo I b SECTION . I l ;.. ] ' --Date 08.19.13 -~----AOI EoR M. SMITH LNcl Dmtar NJC Dnlwn &y NJC r , PLAN SECTION (HINGED 5 .5. PANEL) b Project Mgr. B. ADAMS 1 \. P-21-19.15 ./ 1" = 1' -o• ;.. a..-. Sign Speclftcatlona 0 Interior ■ Exterior -~----0 Slngi. Faced ■ Doubi.Faced □ b 0 Non-Illuminated ■ Illuminated ;.. ■ 120Volts __ Amps(+/·) 0 277 llolts __ Amps(+/-) -~----□ Ampa(+I•) ■ UIL Ullted 0 Non UIL Listed (-----, +--18 GA. 5.5. HINGED ACCENT Location b Wlndloacl 90 MPH fA1 b PANEL 9' I . Area __ Sq. Ft. Welght __ Ll)a. I . ;.. 0) 18 GA. 5.5. HINGED ACCENT PANEL DrawlngRevt9IOM "~I ,.. ----I -~----DrewnBy Date Change I ~ \ NJC 11.oe.13 TltRUIIOUSIZE I .... ~ JPT oe.13,111 FNDA110M DTAIU ca. ~ "i" 1/8" 6RAKEFORMED ALUM. CHANNEL L. b I MECHANICALLY FASTENED TO ALUM. ANGLE ~ ~ I . ,. ;.. w ~ I 1/8" 6RAKEFORMED ALUM. CHANNEL FASTENED ~ i5 TO 5.5. ACCENT WI 3M #4929 VH6 TAPE = ~ z I t<) :,: -~----< • I) -~ 0 z 1/8" 6RAKEFORMED ALUM. ANGLE WELDED ~ -.: z I TO 60TTOM OF ALUM. 6AFFLE is ::, b I\ 0 -~ :I! 1/4"RJ THREADED ROD ATTACHED • ~ . ;.. H, I ' I TO ALUM. CHANNEL. ' ... ' ' I I ' #10 X 314" 5.5.H.H. TEK SCREWS TO SECURE EP-21~9.15) ~~: HOLE DETAIL -~----Thlll........._ls ..... .....,_fl/lAnHINlural I ALUM. CHANNEL TO 6RAKEFORMED ANGLE ......_ liltc-. ..,. .. ....,.. wfactw1R9, ' ,..,....... ......... ,....,....... __ I .. ...,,.... ............................... O,c----1 ' .......... ,.........., .... .,....~--' .. ,....... ~acc..-. .... ~ ----' -----b cuelMr ......... tMt tNII ....... wlll net ... I . ................................ ,-1. .... 1111 I ;.. ........ .............. _. ... ..,,__ & #10 X 1/2" 5.5.P.H. MACHINE SCREWS ~ ...... ,...... ..................... _. ~ ..,...,... ....... ,.,.... ..... ~ .. I ........ In ...... ~ l \ #10 5.5. KNURLED RIVET NUT COUNTER SUNK -~----.__ KEYHOLES ROUTED INTO FLANGES OF 5.5. PANEL Approved By -----_.,, INTO 5.5. ACCENT 6AND Date Approved , 6LOW UP DETAIL b <ti Code 1',pe r 2 w () 13365 C \. P-21-19.15 _/ 1/4" = 1• ;.. :,: 1;j " is Job Number .-#----- .1 ~ E P-21~9.151 ~~~ :OLE LOCATION Sheet Number P-21-19.15 w ~II ~~:~r::ural I v 9" I~ 2655 lnter!~!~r:a::ted P.O. Box9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS = ~ ~ ::, Sign l'ype ;;; ~ P-21-19 = 0 t, Drawing 1'tpe DETAIL Date 08.19.13 AGI EoR M. SMITH Lead Drafter NJC Drawn By NJC 1/8" 5RAKEFORMED ALUM. CHANNEL ~-----Project Mgr. B. ADAMS I r MECHANICALLY FASTENED TO SUPPORT O-ral Sign Specifications j w ANGLE = .._ 5 0 Interior ■ Exterior N : >r O O Slngle Faced ■ Double Faced ~ I ~---------------------~ 3/8"BTHRU HOLE TO ACCOMMODATE f □ ---------- -1/4"B THREADED ROD O Non-Illuminated ~ N ■ Illuminated ■ 120 Volts ___ Amps(+/-) r 1 , ALUM. CHANNEL (MOUNTED TO ANGLE) o 211vo11s __ Amps(+1-1 \. P-21-19.16 ,/ 3/8" = 1" □ ---__ Amps(+/·) ■ U/L Listed O Non U/L Usted Location ________ _ V 7'' ~ Wlndload =90~M~PH~------ I I Area_Sq.Ft. Welght_Lbs. Drawing Revisions Drawn By Dale Change ,'\ NJC 11.06.13 THRU HOLE SIZE JPT 06.13.16 FNDATION DTAIUS • & I, 1m14• 1114• 1". i.1;; •••• ;. ••••• ; •••••••••• TNa doa..m .. tha --pna,pWtJ of An:hltec;tural Graphics. Inc., and all d .. ..,_ manufacturl"9, : ~,UMand .. ri.-,t:t,...._ntth9 ..... ct) ~ .. ..,...., forblctdiM. " .. submitted ..,... • [ ~ r ~:;~~~~E;;;~~~c~~uN~.CHANNEL I 5J II ml~ ~ ~~~~~ WI 3M #4929 D.F. TAPE ...... ,..-,__,.......,,. __ ,,_ -MY.-C:W ....... ,-cullartothb ...... N N : mcor,,oratedlnotl'Mt'project:I.. 3/8"B SLOT TO ACCOMMODATE Approved By _______ _ 1/4"B THREADED ROD----------t::====------1J -Date Approved ______ _ Code 1'tpe r 2 , ALUM. CHANNEL (MOUNTED TO 5.5. PANEL) 13365 C \_ P-21-19.16 _/ 3/8 " = 1" Job Number Sheet Number P-21-19.16 1) UNLESS OTHERWISE SPECIFIED: All layouts are for a single face sign or a single set of letters and the depth of the application considered for the layout is 5 inches. 2) LED module placement is approximate. Agilight recommends the sign manufacturer verify the LED placement and quantity to ensure even illumination and brightness expectations are achieved. 3) Estimations are based off the quality of art work and information provided by the customer, this includes: font style, letter height, depth, face material, and any special instructions. Missing information may cause delays in the delivery of estimates, as well as effect product selection, accurate quantities, and brightness. 4) For installation instructions of Agilight LED systems please refer to www.AgiLight.com under the TOOLS & DOWNLOADS section or contact Agilight's Inside Sales Team at: +1.866.482.0203 P-21-19 Notes: Layout based off a 4.8125" total depth. Modules spaced on 4" centers. 48 feet LS-APEX-50K-G2 -96 Modules 3 -PS12-60W-100-277V 2'11-5/8" 1 '0-7 /8" l r----------5' 11 " ________ ...J 4 ·---=---~ ~ ~ --L ' , , iliit', 0 ---/...,' --,· '".<..,,~ .......... /,-/ /f , 7 ',,-,,, a -, ,, -,, " I:/ l ' ,f \~\ 1,, \'I \ r/ /1• 'I ~L-1 2'8" \ , \ '/: ,_,. : :I I \ I I , I , , I ' 0 \,,\ :~ -~.,..----=----,,, ''-\ \' I ~ ', ' ... _ --~ ---------·--. ~ ~ ---~---------'-'- ,,,, ✓7J!17 ,, -~ _,,-:,,..,,.. ,,,,, --~ -------------,_,, ------~-:~:~----~- 54 1------------6' 5" ----------~ 0 Fa"r, ,_.=----=---;,-.,,,, ,-lf'_-1 J,1 q'1 ---~ I • I / , ,,, ..:r:. -~f ' ~,,,.. ,,, l I I ., ,,,. . -~~~: ~£~~,;J ',,-~~-1 1 " 1': ;I~-;., 8-3/16" \l ;''-:-=--/""C::.,.---,---~~-~ ~,,._-,.,-L_, __ ...1-J. ________ J,..:U '..._ --~ ----:.-:.--. -----✓~ ... ,-~~' ----"'.:-=----.: .. ,_--... .:-.:--., 5 10 8 7 12 8.1875" Lexus -pylon September 9, 2013 MH 1111 Arion Parkway Ste 108, San Antonio, TX 78216 PH: (866) 482-0203 -Fax: (210) 360-1454 www.AgiLight.com ~II Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Vlflllnia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ LED LAYOUT Date 08. 19.13 AQI EoR M. SMITH Lffd Drafter NJC ~By NJC Project Mgr. B. ADAMS GeMral Sign SpeclftcaUona 0 lntfflor ■ Ext9t1or 0 9lnvle Faced ■ Double Faced □---------0 Non-lllumlnatecl ■ lllumlnatecl ■ 120 Volts ___ Amps(+/-) 0 277 Volts ___ Amps(+/-) □ ---Amps(+/-) ■ U/LUatad 0 Non U/L Listed Location --------- Wlndloacl _po_M_PH~------ Area __ aq_ Ft. Welght __ Lbs. Drawing Aevt.i- ~ayl0at• l a.- NJC f 11,0&.13 lntAU HOU! S1Z11 JPT I 08.13.18 IFNDATION DTAILS ~ 1111a ---la ...... ,......, ., AroNINtwal ....... Me-. alMII ........ .....wfM:bN .... ~ ......... ,...,..... ...... ...................................... ........ ~ ........... ,_____ .... ...._.., ___ _ CUNNJIIM..-IIIIICW.~wanetlle ............................... ~ ....... ....,...,........ ................ ..,,..... .............. ...,... ......... 1t ........... ..... .. -,..cW ...... ~ ........... ... ~ ..... ........ Approved By-------- D-Approved Code ~ 13365 C Job Number Sheet Number P-21-19.17 b ~ 0) f,.. f 8'-0" • l n---=°f--------10-~ - I-j l ~ I I .-- <11 .__ STEEL STRUCTURE I-~ I-~I L L.... ·= : ! -1! . ~ ~-----STEEL BASE PLATE ~ " ~ ~ ~~ • ..,, -• -' • HIGHSmNGrH -=m co _ o-::-----I ' ..,,__ ,~i .~N-SH~NK ..,, -• -LEVELING Nm z --~--- 0 ' ----4-. -<:t' --- I 11 I 11 I I ~~~~:E~;~~NG ZINC COATED STEEL 50TTOM NUT 0 .. "41...._.l_,__I ---------. DEFORM THREADS TO PREVENT SLIPPING I I I I 1 .. I (8) #6 GR60 REINFORCED VERTICAL REBAR SUPPORTS ON A we PATTERN 14---------2500 PSI CONCRETE FOUNDATION I I I I I oil #3 GR60 REINFORCED HORIZONTAL REBAR TIES 3'-o"e FOUNDATION DETAIL CAISSON 3/8" = 1' • O" f ' MATERIAL 5PECIFICATIQN5: (UNLESS OTHERWISE NOTED) CONCRETE· 2500 PSI (2.1 cue1c YARDS) REINFORCING • GRADE 60 WI 3• MIN, COVER CAISSON FOUNDATION 3' -o· f ~ 0 0• I I 0 0 7 • K -;:-) PLAN viEw (CA"issON\1 1 P-21-19.18 3/4" = 1' • O" L--------- r--~~ I ; I~ ~,; I ~L~ l i,■1 r■,i J ~II Architectural Graphics Incorporated 2655 lntematlonal Par1cway P.O. Box 9175 Vlfginia Beach, VA. 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ FOUNDATION DETAIL Date 08.19.13 AGI EoR M. SMITH LHcl Drafter NJC DrawnBy NJC ~ Mgr. B. ADAMS GeMral Sign Spec:lflcatlons 0 Interior ■ Exterior 0 Single Faced ■ Double Faced □---------□ Non-Illuminated ■ Illuminated ■ 120 Volts ___ Ampa(+/·) 0 277 Volts ___ Ampa(+/·) □ ---__ Ampe(+/·) ■ U/L Llated O Non U/L u.ted Location -------- Wlndload -99-WH-~----- ArM __ Sq. Ft. Welght __ Lbs. DrawlngRftl9iona Drawn ay I .,_ I Change t NJC 111.oe.131ntRUHOU!SIZI! JPT 08.13.111FNDATION DTAIU ~ ,,. ................. ,...,..,_of~ ........................ -~ ~---.... ,.....,...... .. _ .......................................... ONftlleMllll .............. fw ■apecilal ~---............ .., .......,.. ... docwMftt:_ ~ .............. ..._.._,.....,. ....... ,.......... ........... part.,.. ... ......... ,....... ... ..,__, ... ..,,..... .....,t .... ,..... ......... _........_ ..... ............... ,-culla,' ............ .. __ .. __ Approwc!By ______ _ Date Appro....i ______ _ Code ,w,. 13365 C Job Number Shfft Number P-21-19.18 I 0 . 0) -I 0 . <'1 • t/. O" • f l r,___LJ--------LJ-----------JJ----l I.... =~ . j I JI ._ :11 I I 11 I I I , ~ 5Tm 51'lJGTIJ .. 11 -' ..... L ~ 5TEEL OA5E PlATie ~ ~ ~~ ~ -----------HIGH STRENGTH, NON-SHRINK GROUT ~ ~ I d I LEVELING NUT ~ -----0 . -~------ is,r·----- _._ ,._ r. I,. I I I 1 1/4".0 X 36" LONG ZINC COATED STEEL THREADED ROD &OTTOM NUT I I q ,.. I I I . DEFORM THREADS TO PREVENT SLIPPING I I I I I I 2500 PSI CONCRETE FOUNDATION 1.. I #6 GR60 REINFORCED VERTICAL REMR SUPPORTS I I I I I I .. 1 #6 GR60 REINFORCED HORIZONTAL REMR TIES ' 0•i 1' -o· toF RE&AA " • 6'-0" ' t0· f-. FOUNDATION DETAIL VERTICAL 5LA6 3/8" = 1' • O" ~- I ~ -n Ir / h. I, w SIDE VIEW 3/8" = 1· -o· MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) CONCRETE· 2500 PSI (:3.3 CU61CYARDS) REINFORCING • GRADE 60 WI 3• MIN. COVER VERTICAL 5LAB FOUNDATION r--~ r-I -=---1--li----'i...l...... I ~L~ 1-· ..--1111111tilLI 4--_-_------ 1 ,-,,!••• ~~~~_;lP DETAIL : ~ II Architectural Graphics Incorporated 2655 lntematlonal Parl<way P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign~ P-21-19 Drawing~ FOUNDATION DETAIL !>at. 08.19.13 AQI EoR M. SMITH LHd Dnrftw NJC Drawn By NJC Project Mvr, B. ADAMS o.-al Sign Speclflcatlona D 1nw1or ■ Exterior 0 Single Faced ■ Double Faced □---------0 Non-Illuminated ■ IHumlnatecl ■ 120 Volts ___ Ampa(+/·) 0 277 Volta ___ Ampa(+/·) D ---Ampa(+l•I ■ U/L Listed D Non U/L Listed Location --------- MM load :~:.=MPH,,_,_, _____ _ Area --Sq. Ft. Welght __ Lbll. DraMng Revisions Drawn By I Date I Change NJC I 11.Ge.13 ITMRU HOLE S1Z1! JPT I oe.13.1 e I FNDATION DTALS ~ n. ............... ~.,,ArllhNiNllnil ___ .. __ ~ .......... ,.... ........... _ .. ..,...ew ................................ . ............. ,............ .... .,... ..,.... .. -~-~ .. ~-~--....... ----...-.t-....... ............................. part.,., ... ........ ,........ .. ..,__,. .... ..,,...._ uoept,. .. ,..,..,.. ................... .... ____ .. __ .. ~ln....,.,nijeela. Approved By------- !>at. Approved------- Code ~ 13365 C Job Number Sheet Number P-21-19.19 ~II Archttectural Graphics Incorporated 2655 International Parl<way P.O. Box 9175 Vwglnia Beach, VA 23450 (757)427-1900 Project Title LEXUS Sign,.,... P-21-19 Drawing ,.,... 5' -0" SHIPPING STAND A ~ r·t Date 08.19.13 ~ AGI EoR M. SMITH Lead Draft..-NJC "i DrawnBy NJC L.J Project Mgr. B. ADAMS "' -~-~ ~ ~ :,:: ....., 3/16" V 1"YP. o.r-. Sign~ ,t-il I 0 Interior ■Exwrior ' ~ .!---I I 0 Slnvle Faced ■ Double Faced 0 TYP. .._ ....., 3116" V -□ ] D Non-Illuminated ■ Illuminated ~ ~ ~ 3116" V TYP. ■ t20Volta ___ Amps(+/·) (',I 0 277Volts ___ Amps(+/•) □ Amps(+/·) ■ UILUstM 0 NonU/Lu.ted 2".8 iHRU HOLE ON TOP AND 1 3/8".8 iHRU HOLE Location :!: --('\ ON eoTTOM TO ALLOW FOR 1 1/4".8 MOUNTING -Wlnclload 9Q MPH ii, .., [ ' 1') HARDWARE Area __ Sq. Ft. Welght __ Lbs. <I) <I) 4" X 4" X 3/8" STEEL TU&E WELDED DrawlngRev191ona ~ TO STEEL CHANNELS Drawn By Date c,..,.. NJC 11.oe.13 THRU HOU! S1Z1! a; 2" SHCED. 40 X 3" LONG STEEL PIPE SPACER JPT oe.t3.tl FNOATION DTAILS II) ~ AT &OLT LOCATIONS ' i.<> • \ 2" X 2" X 114" STEEL ANGLE &RACE WELDED \ TO TU&E AND STEEL CHANNEL I . ~ 0 ~ ~ 0 iI ' .. ' ... ' .. C4 X 5.4 STEEL CHANNEL AT TOP AND eoTTOM i,---, J ~ 1') ,,. ................. ,,....,_., ~ -... ~-.. ---,....._._ ......................... _ .. ......., ........... It .............. CMIIIIIIIIMtW ............ fw ...... ........, .. E P-21-~9.20) ~~:,.~~IPPING STAND .. ..........__~ .. ~ ........ ~ ............. ~ ........ ....... ,....,...._. ........... 1n i,a1.,.... ... ....................... _. .. te..,,.,.... ........... ,.,... ........ _........,...., .., ................................. ___ .. __ Approved By Date Approved Code ,.,... 13365 C Job Number ~t Number P-21-19.20 ~II Archlt~tural Graphics Incorporated 2655 International Pari<way P.O. Box 9175 Virginia BMch, VA. 23450 (757)427-1900 • Project Title LEXUS Sign~ 5' -o· P-21-19 1' -9" 4" 10" 4• 1' -9" Drawing~ SHIPPING STAND 10" • • 10" d) l l Dau 08.19.13 in AGI EoR M. SMITH 'T I.Mel Dmter NJC I'--' .,,_,ay NJC \ ~ ~ ~ 3/16" V TYP. Project Mgr. B. ADAMS I') I General Sign Specltlcatlons s I 0 Interior ■ Exterior d) ' TYP. ;. __, 3116" V ' i<i 0 Single Faced ■ Double Faced IS) ~~ t'-, ;1 □ ~ 0 ..__Illuminated ~ V I<-./ .. ■ Illuminated 6 :c ~ ■ 120Volts ___ Ampe(+/-) ~ ~~3/16"V i!: TYP. 0 277 Volta ___ Ampe(+/•) ... □ ~~ 0 0 I Ampe(+/.) t ■ U/L Usted 0 Non U/L Usted ~ ~ 3116" V TYP. ? = Cl) I') Cl) = Location ' ' IO ;. ' ' = is) ' ~ ~ Wlndloacl 119 - is) -~ 1 1/&"DTHRU HOLE TO ACCOMMODATE I ArN __ Sq. Ft. Welght __ Lbs. 0 1" GRADE 5 STEEL MOUNTING 50LT 4" X 4" X 3/&" STEEL ANGLE UPRIGHTS WELDED Drawing Revlalona ~ TO STEEL CHANNELS .,,_,By Date Change NJC 11.06.13 THIIUHOLEIID 3" X 3" X 3/16" STEEL TU5ES WELDED JPT 06.13.18 FNDA~ DTAILS ' ~ -~ ,-..., I?\ TO CROSS ANGLES AND ANGLE UPRIGHTS j -~ V \J ,. CJ) 't \ 4" X 4" X 3/&" STEEL ANGLES WELDED ' (() ~ f \ TO STEEL ANGLE UPRIGHTS I I , s 2" X 2" X 1/4" STEEL ANGLE 5RACE WELDED ' ' TO STEEL ANGLE AND STEEL CHANNEL ;. I C4 X 5.4 STEEL CHANNEL ~ l i -.. ,.... ................. ,....,, .. ~ .......,lnc.,WMlaldee'9nt~ r 1 , 60TTOM SHIPPING STAND ............................... ,...,... ...... .. ..,....,~ ... ......._ ...... \.. P-21-19.21 J 1/2" = 1' -O" ......... ~ ...................... .. ~.,,-..-. .. ~-ClllilMJ° .............. ..._.. ... Mt .. ....._ .. ,..,,.,.._.. .,......_.,. ... ,_..norltll .....,...,......... ... ...,_. ..... ,....... ......... ,..... ........................ ..,.,.... ........ ...,...,. ......... ._ ___ ., __ Approved By Dau Approved Code ~ 13365 C Job Number ShMtNumber P-21-19.21