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17'C <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 />u 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 />4 16" APG (4 PER POST) _ <br />POST BASE SIDE PLATES <br />COLOR: 'BLACK" <br />2 17' 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 />a <br />m <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />u <br />• • <br />SECTION THROUGH MIDPOINT OF SIGN <br />8 GUAGE 4" x 4" x 4" GALVANIZED STEEL " " x 3x STEEL TUBE WELDED <br />U" CHANNEL - WELD 45 DEG. CORNERS 36 <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 />AT GATED ENTRY 4 <br />8' x 6" BOLTS THROUGH <br />TO ADD TEXT <br />BEAMS AND STEEL <br />"VILLAS AT" ABOVE <br />SUPPORT -PAINT <br />HARDWARE "BLACK" <br />ABBOTT SQUARE <br />TEXT <br />TOUCH UP AFTER <br />TIGHTENING BOLTS <br />1'-T <br />MATERIALS AND FINISHES <br />14'-38"-MAY VARY DUE TO VENEER THICKNESS <br />DIMENSIONED ELEVATION <br />1 ENTRANCE SIGN <br />k HS15 J 1/2" =1--0" <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 <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 />IF a ,' • G. <br />1' 0 .._,.'_. <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 />m <br />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />•d . <br />I--- 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 />14 <br />..• 'a • 4. <br />... • •'•4• <br />• :e, d <br />3-0" • • • • s <br />•' <br />e' • • .,Q• : e ;.: •d y a•d .•,• 'w..A A• a 'e <br />•e •.d ' • .•• a '• ♦ d <br />e. •• a ...� <br />• •♦ <br />15'-6" <br />SIGN BASE FOOTING <br />#5 VERTICAL REBAR <br />COLUMN [ AT ALL CORNERS <br />STONE VENEER <br />,'TONE VENEER <br />COLUMNSIGN WALL VENEER WALL TIES <br />#5 VERTICAL REBAR / I <br />P40 WITH CONCRETE <br />/,FILL ALL CELLS <br />IT,Sm w 11��1�s <br />SECTION THROUGH SIGN BASE <br />NOTES: <br />1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR <br />STRUCTURAL ENGINEEERING ONLY <br />2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING <br />CODE 7th EDITION & ASCE 7-16. <br />DESIGN WIND SPEED: 140 MPH <br />EXPOSURE "C" <br />WIND PRESSURE: 36.3 PSF <br />WILLIAM G. REIDY, P.E. <br />REG. NO. 35605 <br />PROFESSIONAL ENGINEER <br />�pAP <br />2 c <br />A <br />O CL <br />z <br />E <br />O <br />r V <br />O 1 <br />ti f- <br />CM <br />u- <br />A O M <br />Q O C <br />N <br />d C J <br />a <br />u <br />si E <br />V M O Z <br />a N 2 <br />A co <br />a co <br />L. T- <br />N ri <br />O � <br />O � <br />N <br />N <br />Q <br />A <br />� <br />0 <br />p <br />Q <br />ry0� <br />Z�� <br />a <br />Q <br />1. 3/12/21 <br />CITY REVIEW COMMENTS <br />2. 4/19/21 <br />CITY REVIEW COMMENTS <br />3. 8/2/2 1 <br />HARDSCAPE <br />PLANS ADDED <br />4. 11/26/21 <br />STRUCTURAL ENGINEEERING <br />MODIFICATIONS <br />DRAWN BY: )AZ <br />DATE: 11 /6/20 <br />HARDSCAPE <br />DETAILS <br />HS1 5 <br />