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1JIIC <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" —� <br />SIMPSON STRONG TIE <br />A 6" APG (4 PER POST) _ <br />POST BASE SIDE PLATES <br />COLOR: "BLACK" <br />2 1" 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 />HS15 <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 <br />PAINTED FINISH COLOR: "BLACK' AT BOLT LOCATIONS <br />PAINTED FINISH "BLACK" <br />DOUBLE SIDED SIGN <br />A <br />8" x 6" BOLTS THROUGH <br />AT GATED ENTRY <br />TO ADD TEXT <br />BEAMS AND STEEL <br />"VILLAS AT" ABOVE <br />SUPPORT - PAINT <br />"BLACK" <br />ABBOTT SQUARE <br />HARDWARE <br />TEXT <br />t UCH UP AFTER <br />TIGOHTENING BOLTS <br />V-5" <br />MATERIALS AND FINISHES <br />14'-3$"-MAY VARY DUE TO VENEER THICKNESS <br />DIMENSIONED ELEVATION <br />ENTRANCE SIGN <br />1/2" = 1--0" <br />I II VIJI I l.Al i/1VL <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 />4" x 4" x 10' BLACK LOCUST <br />OR DOUBLE KILN DRIED CEDAR <br />STACKED INTO "U" CHANNEL - <br />WELD CORNERS OF "U" CHANNEL <br />AFTER STACKING TIMBERS - <br />SELECT LUMBER TO NOT BE WARPED <br />APPLY CLEAR STAIN PRIOR TO LETTER/ <br />LOGO INSTALLATION <br />6" BOLTS FOR COLUMN CONNECTION A <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 />_• I! CAULK JOINTS TO PREVENT WATER INTRUSION <br />} ••. <: d. <br />_ 3-0" <br />SQUARE <br />A <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 />d e <a <br />1'-0" d <br />a :•' I <br />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />I - 3-01- ---- 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" Q.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 />4. <br />i 4 <br />3'-0'I • • • • • <br />•. a 'a, ','q�.y •.: •:. 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A < . <br />• < .. • •d ..<.' a a .. e: .° a 'q • e �'•. a' : d .. <br />�-- 16-6" -- <br />A SIGN BASE FOOTING <br />#5 VERTICAL REBAR <br />COLUMN % AT ALL CORNERS <br />STONE VENEER <br />STONE <br />COLUMNSIGN WALL VENEER WALL TIES <br />#5 VERTICAL REBAR <br />FILL ALL CELLS <br />'WITH CONCRETE <br />SECTION THROUGH SIGN BASE <br />A <br />O <br />ale <br />< <br />Q <br />w <br />E <br />0 <br />T <br />O �C <br />L <br />cM <br />I C <br />W m w <br />O lM <br />Q 3 0 p <br />10 <br />N <br />G1 m <br />4 <br />cn Q <br />Q E <br />z ch 0 <br />a 1e�Z <br />Q a� <br />� d <br />�o <br />-0 <br />T <br />N t7 <br />O <br />O M <br />N .-. <br />ti <br />N <br />ti <br />C3 <br />Q <br />Q <br />Z <br />�[ <br />Zmm W-j <br />Z^' <br />cz <br />0 <br />z <br />CL <br />Q <br />Kno wh tefore'sbelow. <br />fall 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 S/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: JAZ <br />WILL' <br />G. REIDY, P.E. DATE: 11/6/20 <br />REG. NO. 35605 <br />PROFESSIONAL ENGINEER 20009 <br />HARDSCAPE <br />i DETAILS <br />HS 1.5 <br />al � <br />