Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SIGN PLAN
MARKET AVENUE WAREHOUSE COMPLEX 601-605 SOUTH MARKET AVE. FORT PIERCE, FL. - f 9' i L- MKMARKET AVENUE I WAREHOUSE COMPLEX P 60*1-605 S 12'-0" INTERNALLY ILLUMINATED DOUBLE SIDED FREESTANDING SIGN SCALE 3/8" = 1]-0" 5 'AN�/NED 3M^' MFS^' WartanH �., AIA♦_vQll"m B RECEIVED JUL 17 2019 armitting ueNg11,I, " St. Lucie County, FL 12" WIDE ALUMINUM SIGN EXTRUSION 2" RETAINER SYSTEM SATIN ACRYLIC ENAMEL FINISH 3116" THICK PAN FORMED ACRYLIC FACES OUTSIDE SURFACE APPLIED VINYL DECORATION INTERNAL WHITE "L.E.D." ILLUMINATION FABRICATED ALUMINUM POLE COVER AND EMBELLISHMENT WITH INTERNAL ALUMINUM ANGLE FRAME CONSTRUCTION FINISHED IN LT. SPRAY STUCCO ENAMELS VERTICAL STEEL SUPPORT STRUCTURE WITH DIRECT BURIAL CONCRETE FOUNDATION DISCONNECT JUNCTION BOX ON SIDE OFPOLECOVER in nl,-nLLL �OCe� Underwriters Laboratories, Inc. E147646 ( R I COLOR SCHEDULE: EXTERIOR METAL SURFACES PMS 286 ■ CABINET TO MATCH COBALT BLUE �❑ CAP WHITE I I COVEq—SWSJ8 IMPUFYBEIGE— FACE DECORATION m BLUE COBALT BLUE OF a o e i N O O N I i SIGN CUTAWAY SECTION SCALE: NOTTO SCALE 1. Mc.m. M1 1 V ME=NMM MM EC1W50N WIRiNN91551EM N12 Yl6•TOCMPON�R CE UDSIP8MM11LW Me IIDB1515 YS NllMMIMMIGIF•S4UmF•BPAOhIS Me ItnPn�TxsLa�.c M] iRBMGIF➢N1RAWlM11 PIXECOVBIWiMINIB4WINltlEBVA� m ANcnw NoxWm N18vm1rorn�svmpl MYdIlYA51EA9.4P1{IfPotNSi M10 FL£CfMtP1 PoWFN SMNSYIBYa1Nes1 w Celebrating 51 years of Manufacturing and Si ORIGINAL DESIGN NO./ CUSTOMER MARKET AVENUE WAREHOUSE COMPLEX DESIGN NO. 37570 1 REVISION CUSTOMER APPROVAL DATE SALES REP. DON I DESIGNER WAYNE SCALE 318" = V-0" DATE 5 -30 -19 www.Art-Kraft.com C) AffraftSigns MARKET AVENUE WAREHOUSE COMPLEX 601-605 SOUTH MARKET AVE. FORT PIERCE, FL. INIIII MISARKET AVENUE WAREHOUSE COMPLEX SPACEO 321-725-1981 601- 610'5 INTERNALLY ILLUMRINATED DOUBLE SIDED FREESTANDING SIGN — _ o 1,-0" SCALE 3/8" = 1'-0" JUL 17 2019 St. Lucie County, FL 12" WIDE ALUMINUM SIGN EXTRUSION 2" RETAINER SYSTEM SATIN ACRYLIC ENAMEL FINISH 3116" THICK PAN FORMED ACRYLIC FACES OUTSIDE SURFACE APPLIED VINYL DECORATION INTERNAL WHITE "L.E.D." ILLUMINATION FABRICATED ALUMINUM POLE COVER AND EMBELLISHMENT WITH INTERNAL ALUMINUM ANGLE FRAME CONSTRUCTION FINISHED IN LT. SPRAY STUCCO ENAMELS VERTICAL STEEL SUPPORT STRUCTURE WITH DIRECT BURIAL CONCRETE FOUNDATION DISCONNECT JUNCTION BOX ON SIDE OF POLE COVER �JLUnderwriters Laboratories, Inc. El47646 ( R ) COLOR SCHEDULE: EXTERIOR METAL SURFACES PMS 288 ■ CABINET TO MATCH COBALT BLUE ❑ CAP WHITE I FACE DECORATION I IN BLUE COBALT BLUE M1 lrwoEtILMPaM9f3l E%IN60i1 W rFTNMAS,SIFII Y3 M S70`IGNIWG (PA4WRMEGNFLLE065 E' W If M< f DPoWE$ W a uwwlMuaxE•snoou:•aruoms aowwa98HIEG W Ml G1BPofAIFmwvnl IMPoIELGVe1NTNWInPUL ONLRFfiIMc JINCnGN B6lWI1H WEBWAT000IESNlra1 W to vamrusrmsmanwvm Celebrating 51 years of Quality Manufacturing and Service ORIGINAL DESIGN NO. 00000 CUSTOMER MARKET AVENUE WAREHOUSE COMPLEX I DESIGN NO. 37570 HEVIsION CUSTOMER APPROVAL SALES REP. DON I DESIGNER WAYNE I SCALE 3W = V-0" IDATE 5 -30 - 19 DATE www.Art-Kraft.com in ArtKraftSigns 2675 N.E. Palm Bay FI., 32905 (321) 727-7324 FAX (321) 951-2466 This Design, in whole or In par, Is the property of Art -putt Sign Company and may not be used wlmoutthe exaressod written permisslon of Art -Kraft Sign Company, Inc. MARKET AVENUE WAREHOUSE COMPLEX 601-605 SOUTH MARKET AVE. FORT PIERCE, FL. 9,_Q„ a. 3M"' MTS-warranty 9 8'-0" c �• _ r T F. W, i A. ■ ■ i i SPACE FOR LEASE 321-725-196'1 60'1- 605 INTERNALLY ILLUMINATED DOUBLE SIDED FREESTANDING SIGN jAg.K,RAP!W 12'-0" 9 SCALE 3/8" — V-0" DECEIVED -'N282019 5 i Lucie Counb/rP_ermitting. - -- 12" WIDE ALUMINUM SIGN EXTRUSION 2" RETAINER SYSTEM SATIN ACRYLIC ENAMEL FINISH 3116" THICK PAN FORMED ACRYLIC FACES OUTSIDE SURFACE APPLIED VINYL DECORATION INTERNAL WHITE "L.E.D." ILLUMINATION FABRICATED ALUMINUM POLE COVER AND EMBELLISHMENT WITH INTERNAL ALUMINUM ANGLE FRAME CONSTRUCTION FINISHED IN LT. SPRAY STUCCO ENAMELS VERTICAL STEEL SUPPORT STRUCTURE WITH DIRECT BURIAL CONCRETE FOUNDATION DISCONNECT JUNCTION BOX ON SIDE OF POLE COVER U` Underwriters Laboratories, Inc. E147646 ( R I COLOR SCHEDULE: EXTERIOR METAL SURFACES ■ CABINET MEDIUM BLUE ❑ CAP WHITE ❑ COVER TAN FACE DECORATION ■ BLUE COBALT BLUE i I i i 0 l� R SrGhpV Celebrating 51 years of Quality Manufacturing and Service ORIGINAL DESIGN NO. 00000 CUSTOMER MARKET AVENUE WAREHOUSE COMPLEX DESIGN NO. 37570 1 REVISION CUSTOMER APPROVAL DATE SALES REP. DON DESIGNER WAYNE SCALE 3/6"=1'-0" DATE 5-30-19 www.Art-Kraftcom V ArtKraftSigns 267510rby Circle N.E. Palm Bay FL, 32905 (321)727-7324 FAX (321) 951-2466 This Design, in whole or in parl,tts the property of Art-ltroffSign Company and may not be used without the expressed written pormlzlon of Art -daft Sign Company, Inca MARKET AVENUE WAREHOUSE COMPLEX 601-605 SOUTH MARKET AVE. FORT PIERCE, FL. aou Em ,� ¢ius —� LOdLOA1RT0VlW 6YE.NTA. COVER AND ACCENT ATTACHED TO CABINET WITH #12 SELF TAPPING SHEET METAL SCREWS ON APPROXIMATE 12" CTRS. Pre -Engineered Sign Cabinet, Designed by Others UN 1z ftN I... EACHWAY TOP 8 BOTTOM " BOTTOM 6, " -0 sI'0 Footer Engineer of Record: James D. Wells, Jr., P.E. Professional Engineer No. 53616 J & L Wells Consulting LLC 1453 Arbitus Circle Oviedo, FL 32765 (407)496-5489 Certificate of Authorization No. 27162 It? DOUBLE SIDED FREESTANDING SIGN SCALE 1/4" = 1'' gprs ©Underwriters Laboratories, rs Inc. E147646 ( R I aM^�MLS^'WNrenry �IAI PRIL This structure has been designed in accordance with the requirements of Chapter 16, Structural Design, of the 6th Edition (2017) Florida Building Code. The following wind load requirements, in accordance with Section 1609, were employed in the design of the structure: Ultimate Design Wind Speed: 160 MPH (3-Second Gust Wind Speed) - Fort Pierce, FL; Nominal Design Wind Speed: 124 MPH (3-Second Gust Wind Speed); Building Risk Category: ll; Wind Exposure: C; Force Coefficient, Cf = 1.45; Design Pressure: 35.0 PSF Engineer Notes: 1. Concrete to be fc'=3000 2. All reinforcing steel shall detailed fabricated and installed In accordance with ACI-318 and the Manual of Standard Practice for Detailing Reinforced Concrete ACI-315, latest editions. Reinforcing steel shall be new billet deformed bare, free of scale, rust, oil or other substances inhibiting bond conforming to ASTM A-615, Grade 60, with minimum yield strength of 60,000 psi. 3. Anchor Bolts shall be ASTM F1554 Grade 55. 4. Steel Angletobe A36(Fy=36ksI). S. Aluminum embedded In concrete shall be coated with Inert coating. 6. Rd Sti Pipe (A53B) (Fy = 35 ksp. 7. Maintain min.3" concrete cover over reinforcing steel. 2675 IOrby Circle N.E. Palm Bay Ft., 32905 _(321) 727.7324vFAX DESIGN NO.37570 m CUSTOMER MRKTAVE% DESIGNER WAYNE SALES REP. DON 7ATE6 -13.19 ISCALE 1/4"=1'-0" CUSTOMER APPROVAL www.Art-Kraft.com ffj ArtKraftgns