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HomeMy WebLinkAboutPLANSEqTumm 31h Ssr�g yyI+ Beach,lr FL;404 T (561) 863-7446 15") WANVOF _10F.t'.r/ - - - - -- - • �/�A V � .—.Fib ea5 S% LUCIE COU Ty = v o - BUILDING DIVISION a .. REVIEWED M E u U FOR COMPLIAN @s $ REVIEWED BY BUTT�/C`'y1H��ETTL�LI � Y - - - DATE- - • - - `I m - PLANS AND PERM]��'rIItiS1L�'l�i -.. A7 �� Z�m 72" ' MUST PT ON JOI OR OT NO INS ECTION WILL B MADE I Z 0 NEMR "m 7466 Commercial Cir Fort Pierce, FL 34951 3 $j 5 J'SREVISIONS :00 H 30 M 6 REVISIONS THE E DATE GATE INTLS. N MIN. SETBACK REG. SUANNED A FRONT °a a St. Lucie Countv sloEs m QTY. 1- .050 WHITE ALUMINUM PANEL WITH .5" HEM cNRsiD o v 3M BLACK OPAQUE VINYL GRAPHICS REAR � 3 DRILL 1/4" MOUNTING HOLES IN EACH CORNER ZNG&MD TEC v Eif (bi (W.7 ,i vi m m II O`= � I�j W O COPYRIGHT@ 2016 BARON SIGN MANUFACTURING PmducfiorY Of This Daslfffi Of Any Vanatibn By Arypne OtififT Than Ba�oaSifi ANCHOR SCHEDULE QTY or WALL MATERIAL ANCIIORTYPE SPACING 1/4" THREADED RODS WITH MIN PAIRS AT 2" EMBED IN ADHESIVE 26" O.C. CONCRETE (3ksi) or 1/4" TAPCONS (OR EQUIV) WITH PAIRS AT HOLLOW MASONRY 1.75" EMBED 34" O.C. 1/4" EXPANSION ANCHORS WITH PAIRS AT 2.5"_EMBED 39"D.C. 1/2" PLYWOOD 1/4" TOGGLE BOLTS PAIRS AT 47" O.C. 1/4"WOOD SCREWS OR PAIRSAT (NO ACCESS BEHIND) TAPCONS, FULL EMBED 191,O.C. METAL STUDS OR #14 METAL SCREWS TO MIN 18ga PAIRS AT METAL PANELS STEEL OR 0.090"ALUM 26"O.C. HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO PAIRS AT (BLOCKING BEHIND) SOLID BLOCKING BEHIND MOUNTING -SECTION DETAIL EL wii V p 26 VOL ©&j J o U F LL M v (!1L9'} VS �' V W 03 z ¢ } O_ Q } J o"N �CF)�L U U 0 n SIGN TYPE: XX > � N GD16/M/MITCHELL SIGNS/FT PIERCE.CDR General O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). 0 This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. Notes: O Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. 0 Aluminum extrusions shall be 6063T6 or stronger, unless noted otherwise. 20' SEAMAT1.0'. M 16.75"AIIIIIII— no.*. �� DOUBLE SIDED TAPE DOWN BOTH SIDES OF SEAM ON BACK OF PANELS 6, SUPPLY 2" WIDE x 3' TALL .100 ALUMINUM BACKER STRIP FOR SUPPORT TOP VIEW QTY. 1- FLAT WHITE SIGNABOND BUILDING SIGN 3M OLYMPIC BLUE, KELLEY GREEN ft BLACK OPAQUE VINYL GRAPHICS PANELS TO BE POP RIVETED TO TOP OF CORRUGATED METAL RIBS WITH S. STEEL LARGE HEAD RIVETS. ANCHOR SCHEDULE 11OTY or L SPACING WALLMATERIAL I ANCHORTYPE 1/4" THREADED RODS WITH MIN PAIRS AT 2" EMBED IN ADHESIVE 2(" O.C. CONCRETE (3ks1) or 1/4" TAPCONS (OR ECIUIV) WITH PAIRSAT HOLLOW MASONRY 1.75" EMBED 34" O.C. 1/4" EXPANSION ANCHORS WITH PAIRS AT 2.5" EMBED 39" O.C. PAIRS AT 1/2" PLYWOOD 1/4" TOGGLE BOLTS 47" O.C. 1/4" WOOD SCREWS OR PAIRSAT (NO ACCESS BEHIND) TAPCONS, FULL EMBED 19" O.C. METAL STUDS OR #14 METAL SCREWS TO MIN 189a PAIRSAT METAL PANELS STEEL OR 0.090" ALUM 26" O.C. HOLLOWWALL 1/4" THRUBOLTS OR LAGS TO PAIRSAT lal nrewr aculmrn enun al nreimr nvuimn 48" O.C. MOUNTING -SECTION DETAIL 3/16" POP RIVETS, PAIRS AT 20" O.C. (REF ANCHOR SCH FOR AL OPTIONS) .050"ALUMINUM PANEL CORRUGATED STEEL Beach, FL*404 (561)863-7446 .- I4F%P' 9OF AHT=LL SIGNS r( i 1 pp 1 .1 ,: tar0.C..r NEXAIR 7466 Commercial Cir Fort Pierce, FL 34951 at::E� Cn QE=�w 1"' y M 8 C; Q } } Q © : Q LL m 1J o w h 6 to } Z—' CO ¢ } J 1H LL < �• ' Q � :.5 U 7- SIGN TYPE: �m W; General O Design is in accordance with the requirements of the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone WHIZ). O This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. Notes: 0 Elearlwl notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. 0 Aluminum extrusions shall be 6063T6 or stronger, unless noted otherwise.