The URL can be used to link to this page

Home My WebLink About7-11 #38944-1044804 drawings SVE_38944_Q102358_R7 actually R6 received 9-4-2020 harbinger sign of the future 5300 Shad Road,Jacksonville,FL.32257•904.268.4681 2301 Ohio Dr.Plano,TX.32257•972.905.9450 www.harbinqersign.com CLIENT: 7-Eleven#38944(1044804) ADDRESS: Indrio Rd&Kings Hwy Fort Pierce.FL 114 5/8"OAW CONTACT: Matt Ross 85 3/8"CABINET 83 3/4"CUT SIZE 19 1/2" SALES ASSOC.: Rick Guarino 81"V.O. PROJECT MGR: Nicole Streeter 77 1/8"PAN 2"P N. g��,2" AN �� DESIGNER:Brandon Winebarger/F Mercado HINGE "INSET RETAINER OWER SUPPLY F:\Customers\7 Eleven\Art\SVE_38944_QI02358_R6.CDR WHITE LEDS Date Rev. Description w 12.17.18 00 Original I— N Z x 12.18.18 R1 Update to site plan w U O 01.15.18 R2 Update site plan. Update south elevation Z H > d PANNED 3/16" 06.13.19 R3 Update art per new elevations,make than m 7 = - x POLY.FACE Q U ap_ v per new elevations LO U " Lo 0 0 R4 Update with new site plan&landscape plan M Lo � � � 1/4"EMBOSS 02-03-2.03.20 RS Update with new elevations ■ °D 04 - PRICE • 08.26.20 R6 Update per customer comments® 1/2"EMBOSS 7-ELEVEN LOGO ' 3/4"EMBOSS LED UNIT SIZE: 22.082"X 44.924° DIMENSIONS: Code Information: LED CHARACTER SIZE: 19.980" OAH: 69 1/2" SW 7035 AESTHETIC WHITE _ X "I IS HINGE OAL: 63 1/2" 1 sf for every 2 If of frontage. _4"SPACE "INSET RETAINER 100 sq.ft. max. POWER SUPPLY ONE(1)STANDARD M50 D/F INTERNALLY ILLUMINATED"MAIN ID"SIGN CABINET. One(1) per establishment or group REGULAR UNLEADED PANNED 3/16" 3116"THICK PAN FORMED& EMBOSSED WHITE POLY. FACES W/TRANSLUCENT VINYL GRAPHICS of establishments having at least a0 POLY.FACE APPLIED FIRST SURFACE.8" DEEP EXTRUDED ALUM. CABINET W/2" INSET HINGED RETAINERS TO BE 50 LF of frontage PAINTED DURANODIC BRONZE. CABINET TO BE INTERNALLY ILLUMINATED W/WHITE LEDS. o N LED UNIT Allowed: 100.0 sqft O z 2"INSET RETAINERS TO BE HINGED ON ONE SIDE OF CABINET. N z F > a Proposed: 99.6 sgft a C) °D 7-ELEVEN VINYL SPECS:3M 3630-44 ORANGE,3M 3630-33 RED,3M 3630-26 GREEN Max.Height: 20'-0" U. LO I , 9 `v M ° ;° Proposed Height: 20'-0" 0s N ONE(1)STANDARD L50G2D D/F DIESEL DOUBLE PRODUCT INTERNALLY ILLUMINATED SIGN CABINET 0 W/RED&GREEN LED DIGITS.CABINET TO BE INTERNALLY ILLUMINATED W/WHITE LEDS.3/16"THICK PAN FORMED CLEAR POLY. FACES BACK SPRAYED PMS 485 RED THEN PMS WHITE W/3M 3630-26 GREEN TRANSLUCENT VINYL&3M 7725-12 BLACK VINYL TRIM AROUND LED WINDOW APPLIED SECOND SURFACE.8"DEEP EXTRUDED ALUM.CABINET W/2"INSET RETAINERS TO BE PAINTED DURANODIC BRONZE. RETAINER TO BE HINGED ON BOTH SIDES OF THE CABINET. —4"SPACE INTAKE VENT PROVIDE CUSTOMER W/STANDARD 20"DIGIT RED&GREEN LED MODULES. PROVIDE CUSTOMER BASE AND TOPPER TO BE STUCCO FINISHED PAINTED SW 7035 AESTHETIC WHITE. w Q PROVIDED STUCCO FINISH 7-ELEVEN PAINT SPECS: PMS 485 RED, PMS WHITE 7-ELEVEN VINYL SPECS:3M 7725-12 BLACK,3M 3630-26 GREEN CO BY OTHERS BY CG M NOTE: POLES TO BE STUCCO FINISHED PAINTED SW 7035 AESTHETIC WHITE BY CG. NOTE:STEEL MOUNTING TO BE PROVIDED BY OTHERS. NOTE: GAS PRICE CABINET TO HAVE AT LEAST 2"OF SPACE ON TOP&BOTTOM FOR PROPER LED MODULE VENTILATION. Front Elevation&Side Detail-M50&L50G2D Pylon Sign-Sign E 1/4"=V-0" Display Square Footage(Cabinets Combined):99.6 Customer Notes: Customer Approval ❑ TE: Page: 7 STpp CSAC22INo.207 8. THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING CODES AND SPECIFICATIONS: THE FLORIDA BUILDING CODE SIXTH EDITION 120M.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(MANUAL OF STEEL CONSTRUCTION,9TH EDITION).THE AMERICAN WELDING SOCIETY(AWS DIJH5)THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION&CONCEPT DESIGN.THIS FILE IS NOT TO BE USED FOR PRODUCTION AND/OR FABRICATION.THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER. FOR STRUCTURAL CONCRETE(ACI 318-14).THE SPECIFICATION FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION). MATCH EXISTING harbinger SIDEWALK 2 BE MASONRY WALL EXISTING 9' UPS %8 BO%CULVERTM,,�D, MATCH EXISTING sign of the future O DOUBLE DUMPSTER I SIGN/PERMIT ENCLOSURE WITH CMU BY OTHERS.FINISH TO .i \ / SCREEN WALL PER MATCH ARCHITECTURAL CAR WASH PER RIP-RAP REO'D.SEE ao \`' t, 5300 Shad Road,Jacksonville,FL.32257•904.268.4681 J-ELEVEN STANDARDS.SEE CHARACTER OF BUILDING J-ELEVEN STANDARDS. PROPOSED AIR/VACUUM STATION SHEET C5.0 FOR sm I ry N:4441.02 ARCH PLANS FOR DETAILS (SEE ARCH PLANS FOR ON A 3'X6'C014C.PAD DETAILS(TYP.) A / N:5-DO 2301 Ohio Dr.Plano,TX.32257•972.905.9450 E 665.09 DETAILS) (SEE FUEL PUMP DESIGNER M' E:4955.67 _II = mE xax III o� PLANS FOR DETAILS) E'4922.33 �_ �I °_« °sl __,SZ'LSZ 3,4E9E•6 5__ O B N:5419.26 F 13 my�� S Ev; PROPOSED STORMWATER AREA vim'4831.9fi PROPOSED ti ° CONNECTION TO gy SCAPE SE A SEE SHEET C5.0 FOR DETAILS ORCE MAIN.SEE I= $?• R I. -N 5419.96 R1� o OEHEET TAIL5.6.0 FOR I 89.9fi. n CLIENT: 7-Eleven#38944(1044804) J4 �' J4 I G O 3-Pack SEJ W/S(36") R _ ADDRESS: Indrio Rd&Kings Hwy S CAR WASH to J2 J2 \ F B DRIVEY AY TO XIS NG © ATM Interior Sign Fort Pierce,FL 980 SF DRIVEYWAY TO s ACCOMMODATE RECON0 T TRUCK TURN B I • J3 �L N. a CONTACT: Matt Ross •O EE 5' 11 12 = _ E J3 IS F © Window Graphics toRi5' °•ti6ry��. ° H 4 _ -CONNECTION O y1�y O_ WATER MAIN. El ~ O 5-Pack SEJ W/S(36") 20' B SHEET MAIN, R °: U W DET LS A�, SALES ASSOC.: Rick Guarino ® 10' I y p E:49-71 Z P E M50 Pylon Sign PROJECT MGR: Nicole Streeter o I J �°' • R8 P ##9a MATCH EXISTING B 1 . i CURB O s • o' DESIGNER:Brandon Winebarger/F Mercado H B MATCH EXISTING © Directional SIDEWALK SVE 38944 II , _H a K Canopy Signs F:\Customers\7 Eleven\Art\SVE_38944_QI02358_R6.CDR S o ryly afM i W IMPROVEMENTS ST.LUCIE PROPOSED N.KINGS HIGHWAY ER PUMP 5320?OB PUM7CEN7 8 COUNTY PROEJCT NO.05- A b J 1=�' �, ll`/J`J EE E:4824.99 N:5319.93 . O FDOT PROJECT N0. J 1 �6"Car Wash Channel Letters Date Rev. Description N E.4J01.22 E.4848.99 { E 424143-2-58- Ya •,I° b• 4 I 12.17.18 00 Original edd D S' FUEL TANK VENT RISER& I CONC.PAD(SEE FUEL PUMP 12.18.18 R1 Update to site plan 4 99' 2 •- A DESIGNER PLANS FOR DETAILS) Q Tri-Stripe ACM Panels 00o a s' s. E:aJsz69 .J • « 01.15.18 R2 Update site plan. Update south elevation s PUMP CENTER - 1 06.13.19 R3 Update art per new elevations,make changi 3' E E ;8 7; o J3 Car Wash Ent./Ext.Panels per new elevations °a _ B. N 3a e' s I b 01.24.20 R4 Update with new site plan&landscape plan PUMP CENTER PUMP cEN eR 1 Z I s 02.03.20 RS Update with new elevations M BE MEP I�-� ml•. l _ J4 Car Wash Clearance Bar _ CD PLANS FOR N:528J.09 N:5253.93 V 08.26.20 R6 Update per customer comments e ae2a.n �E.48aas6 1 oM }l7 P p M CONTINUATION " .FUELCA(7OPY � IM A° � ° HEITbHT:17.5 Pf• 8'MASONRY WALL O lL M 'S J 25 ; >z O DESIGN/PERMIT / � N:5261.04 p BY OTHERS FINISH TO N ^I ®/ 1 PUMP CENTER ° °° E:4855.50 �� =Il MATCH ARCHITECTURAL / N;5254.09 2V CSTORE/�/QS��-\�(/�� E.4824.56 00 y CHARACTER OF BUILDING N A 3,4545F\Y/ y } �� Il o 10 5 HEIGHT:35 Fl- (n Q PROPOSED I Z ^E 4J05,46 ••J.• .1 5 • v °°• :DO Z w BIKE RACK $a 9 SEE SHEET C7.0 4 °•°®°• • a 1 N:5231.55 J Y I.L FOR DETAILS 3 E:47 52.16-\ 4 - • ki PUMP CENTER L° 15' `Y LLI�O A� • N:5221.oJ D o i o 0 10 E'4824.34 P I I •a. EXTEND CONC. 4 DM I _ ® PARKING 18•PAST I •le y°of °1 I • ° ° ° • •N r END OF STRIPES 0 i ° • Y^ z Of N ®° a °i• ww:P szzo a E,selsos ii 2sifi6'i $ H 12' b0' E: 84a.34 0 4 $ram LOADXII G ONE RE D p B PO 1, 4 1 , 1 I 9 B II m RG / 1 /ltY RIP-RAP REGO.SEE 1 SHEET C5.0 FOR O DETAILS(IiYP.) Q-la NDIS 18 B 30' B B / � $$ aF�'_PR.POSED S&DFO D AREA ~$.dO1S I "t OE SHEET cs.D FOR DETAILS / /PP I g'g / N:5135.1IN g4 as. 20'BUILDING SETBACK1 g h E E.4920.)2,1= _ 1�( 15'LANDSCAPE SACK PROPOSED �I O N RELOCATE EXISTING 12'SIDEWALK 1-ELEVEN N:5110.J3 G A FOR NEW IURN LANE MONUMENT SIGN. E:4662.96 A SEE ARCH PLANS FO,GETAILS U` MATCH NEXIISTING� I��,°`o�Y., ,97.Z 1N„bC,Z9062N„a„„ y„E��;„ . - I' HE i%' Ii� N:611022 1 E:4895.39 MATCH EXISTING A - - RS N:5081.21 APPROXIMATE LOCATION of E:4652.88 i y INSTALLED N X fi'BOX CULVERT N:55092,07 � INSTA MROVME MOT J E: 742,90 ROW IMROVEMENTS Customer Notes: CULVERT UNDER MATCH EXISTING JURISDICTION OF FT.PIERCE MATCH EXISTING SIDEWALK FARMS WATER CONTROL �� =3 G `,_ ASPHALT DISTRICT O 46ATCH EXISTING F m INDRIO �" CURB _? U NEW RIGHT-TURN LANE PER ASVHUT-WAT R�� U _ FELT REQUIREMENTS 1 f s x r� (SEE MOT ROADWAY PLANS a� oWC V In irS FOR ADDITIONAL INFORMATION) Z x s``snb O 'LSZ M„bE,ZS.68N RAMP TYPE•CR-F'PER luso ulvvir3Niiwiw W FDDT INDEX 522-002 WITH UND CONSTRUCTION s+ mx o ADA DETECTABLE WARNING MAT Z Customer Approval, ❑ TE: Site Plan Scale: Page: 1 1"=50'-0" •TIE° _1-...' ((MET)- CSAQS:N0.207 THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING CODES AND SPECIFICATIONS: THE FLORIDA BUILDING CODE SIXTH EDITION 120M.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(MANUAL OF STEEL CONSTRUCTION,9TH EDITION).THE AMERICAN WELDING SOCIETY(AWS DIJH5)THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION&CONCEPT DESIGN.THIS FILE IS NOT TO BE USED FOR PRODUCTION AND/OR FABRICATION.THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER. FOR STRUCTURAL CONCRETE(ACI 318-14).THE SPECIFICATION FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION). harbinger sign of the future 5300 Shad Road,Jacksonville,FL.32257•904.268.4681 2301 Ohio Dr.Plano,TX.32257•972.905.9450 www.harbinqersign.com OM50 Pylon Sign CLIENT: 7-Eleven#38944(1044804) VD cAr®4 ,�IW ADDRESS: Indrlo Rd&Kings Hwy 110 B9 br ,l�� 9owr.4u.,�l�o: on © Directional Fort Pierce,FL 3 8 � cR CONTACT: Matt Ross IPE SALES ASSOC.: Rick Guarino HD OA 3 aJ 58 s `s b 29 PROJECT MGR: Nicole Streeter DESIGNER:Brandon Winebarger/F Mercado nivJ = �.I�.I•. » M » e •6 n mrJ • 24se L I rnl mrJ F:\Customers\7 Eleven Art\SVE_38944 QI02358 R6.CDR I I 21 ITA S d Date Rev. Description 41 TFI EB M6 1 e HD BS 29 29 12.17.18 00 Original 26 —_"""__ •.I TD 12.18.18 R1 Update to site plan a �d—�w�•w ®^»I B 01.15.18 R2 Update site plan. Update south elevation 06.13.19 R3 Update art per new elevations,make than per new elevations 29 I TM r ■° ■ 01.24.20 R4 Update with new site plan&landscape plan s9 TMn ' " 02.03.20 RS Up date with new elevations p� TM 2 08.26.20 R6 Update per customer comments jqj N: 21 B SD °^ B I ES 19 TM cn H �o.p. a".�of 1 14 ■ .■ rx I• n � t K Ib I'NWH "o (1rP "o WA i_ O 0 BS TMe EB 46 cA �� rttFJ OV B 14 � pVZ� ni 5 12 a � HD aR 5, FHDcer AF... 95 bb B Customer Notes: �x• Customer Approval, ❑ TE: Landscape Plan 1"= Page: 2 50,-0" STpb CSAC22.2-207 8. THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING CODES AND SPECIFICATIONS: THE FLORIDA BUILDING CODE SIXTH EDITION 120M.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(MANUAL OF STEEL CONSTRUCTION,9TH EDITION).THE AMERICAN WELDING SOCIETY(AWS DIJH5)THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION&CONCEPT DESIGN.THIS FILE IS NOT TO BE USED FOR PRODUCTION AND/OR FABRICATION.THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER. FOR STRUCTURAL CONCRETE(ACI 318-14).THE SPECIFICATION FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION).