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G <br />ADJUST SOIL <br />COVER FOR <br />GRADE CHANGES <br />(2) 2" x 10" <br />PRESSURE TREATED <br />PINE BEAMS - WITH <br />SEMI -TRANSPARENT <br />WOOD STAIN <br />BEVEL CUT END OF POSTS AT 45 DEG. -\ <br />A SIMPSON STRONG TIE APDT2-6 ` <br />EACH SIDE OF POST - <br />WITH THROUGH BOLTS <br />COLOR: "BLACK" <br />8"x8"x10' <br />PRESSURE TREATED <br />PINE POST - WITH <br />SEMI -TRANSPARENT <br />WOOD STAIN <br />2" THICK PRECAST CONCRETE WALL CAP <br />COLOR: "WHITE" =PO <br />=+APG <br />4 <br />217 THICK PRECAST CONCRETE CAP <br />COLOR: "WHITE" PROVIDE SLOPE — <br />AWAY FROM POST <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />FINISH GRADE <br />• • <br />11 <br />SECTION THROUGH MIDPOINT OF SIGN <br />8 GUAGE 4" x 4" x 4" GALVANIZED STEEL <br />"U" CHANNEL - WELD 45 DEG. CORNERS A 3" x 3" x 16' STEEL TUBE WELDED <br />LIMITED GRINDING OF WELDS TO SIGN FRAME <br />TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST <br />PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR <br />PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - <br />DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL <br />AT GATED ENTRY A AFTER STACKING TIMBERS - <br />$" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED <br />BEAMS AND STEEL "VILLAS AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ <br />SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION <br />HARDWARE "BLACK" TEXT <br />TOUCH UP AFTER <br />TIGHTENING BOLTS 6" BOLTS FOR COLUMN CONNECTION A <br />V-5" <br />MATERIALS AND FINISHES <br />14'-38"-MAY VARY DUE TO VENEER THICKNESS <br />DIMENSIONED ELEVATION <br />1 ENTRANCE SIGN <br />H 115 1/2" =1-4- <br />NOTES: <br />1. FILL ALL BLOCK BELOW GRADE <br />WITH CONCRETE. <br />2. PROVIDE #1 GAUGE HORIZONTAL <br />REINFORCING GRID AT 24" O.C. <br />VERTICALLY <br />COLUMN REINFORCED WITH <br />(4) #5 REBAR BENTS - FILL <br />ALL CELLS WITH CONCRETE <br />24" SQUARE CMU COLUMN <br />PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 24" O.C. <br />VERTICALLY (EVERY THIRD COURSE) <br />6" SOLID ALUMINUM LETTERS <br />•' WITH ANCHORS TO IMBED INTO <br />LUMBER - PRE -DRILL HOLES WITH <br />TEMPLATE FROM LETTER MANUFACTURER <br />PAINTED FINISH - COLOR: "BLACK' <br />(2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED <br />DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE <br />PINEAPPLE GROVE'NAILHEAD' PATTERN <br />SURFACE MOUNT WITH EPDXY <br />12" SQUARE MEDALLION MODEL # 125M-097 <br />CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" <br />www.pineapplegrove.com <br />3" x 3" STEEL TUBE WELDED <br />TO SIGN FRAME <br />IMBED TUBE MIN. 6" INTO CMU WALL <br />PAINTED FINISH "BLACK" <br />• CAULK JOINTS TO PREVENT WATER INTRUSION <br />_ 3-0" <br />SQUARE <br />PRECAST CONCRETE COLUMN CAP <br />EPDXY TO TOP OF CMU COLUMN - COLUMN <br />CAP TO INCLUDE MULTIPLE SEGMENTS TO <br />ALLOW POST THROUGH COLUMN <br />KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH <br />�— #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE <br />ALTERNATE CMU DIRECTION EVERY OTHER COURSE <br />_ SAFETY PROTECTION ON VERTICAL REBAR <br />UNTIL BLOCK WORK BEGINS <br />(4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES <br />TIE ALL REBAR CONNECTIONS WITH METAL TIES <br />FINISH GRADE <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />HOLD REBAR 3" FROM EDGE OF POUR <br />COMPACTED SUBGRADE <br />3000 PSI POURED CONCRETE FOOTING <br />3-0" X 3-0" X V-0" <br />REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND <br />BOTTOM TYPICAL <br />SIGN COLUMN SECTION <br />2" PRE -CAST <br />CONCRETE WALL CAP - <br />PROVIDE MIN. 1% SLOPED TOP <br />MATCH/ COORDINATE PROFILE <br />AND COLOR WITH COLUMN CAP <br />#5 VERTICAL REBAR IN FILLED CELL, <br />SEE FOOTING DETAIL FOR LOCATION - <br />25" OVERLAP ON ALL SPLICES <br />2" CAP WITH 1 1/2" <br />OVERHANG <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />1 <br />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />F- 3-0" -i <br />SIGN WALL SECTION <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE <br />8" X 8" X 16" CMU WALL <br />—PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 24" O.C. <br />VERTICALLY (EVERY THIRD COURSE) <br />ADJUST COVER OVER FOOTING <br />FOR GRADE CHANGES <br />FINISH GRADE <br />(3) #5 HORIZONTAL REBAR CONTINUOUS, <br />HOLD REBAR 3" OFF BOTTOM AND <br />EDGE OF POUR <br />#5 TRANSVERSE REBAR AT 24" O.C.- HOLD <br />3" OFF BOTTOM AND EDGE OF POUR <br />3000 PSI POURED CONCRETE <br />FOOTING- CONTINUOUS <br />COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />8" x 8" POST VERTICAL REINFORCEMENT BARS <br />(TYPICAL) (MAXIMUM 24" O.C. r— 8" x 8" POST <br />CMU BLOCKS FOR SIGN WALL <br />A <br />♦ 4 <br />3'-0" • . • • • <br />• e <br />• • .e4. A. ♦' .•. a ♦. '♦. � A. ♦V :,• • • <br />d . <br />' 16-6" <br />A SIGN BASE FOOTING <br />#5 VERTICAL REBAR <br />COLUMN AT ALL CORNERS <br />r STONE VENEER <br />STONE <br />REBARSIGN WALL VENEER WALL TIES COLUMN <br />#5 VERTICAL <br />FILL ALL CELLS <br />WITH CONCRETE <br />SUN <br />i -NA INN <br />SECTION THROUGH SIGN BASE <br />A <br />O <br />OCL <br />�aQ <br />90 <br />Q <br />w <br />z <br />0 <br />r is <br />O � <br />n L <br />M n <br />J C <br />W U- CS LA <br />Q 3 0 O <br />oe O <br />U)COOCOOC N <br />� a � <br />Z <br />W � N <br />� d <br />p O J <br />-8 M <br />N C; <br />O � <br />O M <br />N <br />N <br />• <br />Q <br />C) <br />= <br />0 <br />M <br />CL <br />N <br />M <br />Q <br />Kno what'sbelow, <br />® Gall before you dig. <br />REVISIONS: <br />NOTES: 1. 3/12/21 <br />1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR CITY REVIEW COMMENTS <br />STRUCTURAL ENGINEEERING ONLY <br />2. 4/19/21 <br />2, DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CITY REVIEW COMMENTS <br />CODE 7th EDITION & ASCE 7-16. <br />DESIGN WIND SPEED: 140 MPH 3 8/2/21 <br />EXPOSURE"C" HARDSCAPE <br />WIND PRESSURE: 36.3 PSF PLANS ADDED <br />4. 11/26/21 <br />STRUCTURAL ENGINEEERING <br />MODIFICATIONS <br />DRAWN By: 1Az <br />WILLIAM G. REIDY, P.E. DATE: 11/6/20 <br />REG. NO. 35605 <br />PROFESSIONAL ENGINEER 20009 <br />HARDSCAPE <br />21 DETAILS <br />L <br />