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1 J" C <br />ADJUST SOIL <br />COVER FOR <br />GRADE CHANGES <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 />SECTION THROUGH MIDPOINT OF SIGN <br />24" SQUARE CMU COLUMN <br />PROVIDE #1 GUAGE HORIZONTAL <br />8 GUAGE 4" x 4" x 4" GALVANIZED STEEL <br />RENINFORCING AT 24" O.C. - <br />U" CHANNEL - WELD 45 DEG. CORNERS ® 3" x 3" x-," STEEL TUBE WELDED VERTICALLY (EVERY THIRD COURSE) <br />LIMITED GRINDING OF WELDS TO SIGN FRAME <br />(2) 2 x 10 TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST <br />PRESSURE TREATED <br />PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR <br />PINE BEAMS - WITH PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - <br />SEMI -TRANSPARENT DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL <br />WOOD STAIN AT GATED ENTRY ® AFTER STACKING TIMBERS <br />" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED a <br />BEVEL CUT END OF POSTS AT 45 DEG. BEAMS AND STEEL TO <br />AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ <br />SUPPORT -PAINT_\ ABBOTT SQUARE LOGO INSTALLATION 1 0 <br />HARDWARE "BLACK" TEXT <br />TOUCH UP AFTER <br />TIGHTENING BOLTS � _6" BOLTS FOR COLUMN CONNECTION <br />y d t <br />4 SIMPSON STRONG T_IE APDT2-6 • • <br />EACH SIDE OF POST- 6" . • � 6" SOLID ALUMINUM LETTERS <br />WITH THROUGH BOLTS <br />COLOR: "BLACK" _ WITH ANCHORS TO IMBED INTO <br />LUMBER - PRE -DRILL HOLES WITH <br />8" x 8" x 10' TEMPLATE FROM LETTER MANUFACTURER <br />PRESSURE TREATED PAINTED FINISH - COLOR: "BLACK" <br />PINE POST - WITH s (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED <br />SEMI TRANSPARENT '-- DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT' ON SIGN FACE <br />r <br />WOOD STAIN <br />2" THICK PRECAST CONCRETE WALL CAP <br />�_���{�� - PINEAPPLE GROVE'NAILHEAD' PATTERN <br />COLOR: "WHITE" �1 111EEE SURFACE MOUNT WITH EPDXY <br />SIMPSON STRONG TIEUAR <br />S' 12" SQUARE MEDALLION MODEL # 125M-097 <br />4Q � CHROMECAST METALIZED FINISH COLOR: "BRITE COPPER" <br />J" APG (4 PER POST) A <br />POST BASE SIDE PLATES = www.pineapplegrove.com <br />-CO <br />LOR: "BLACK" <br />3" x 3" STEEL TUBE WELDED <br />2 �' THICK PRECAST CONCRETE CAP - TO SIGN FRAME <br />COLOR: "WHITE" PROVIDE SLOPE IMBED TUBE MIN. 6" INTO CMU WALL <br />AWAY FROM POST • • PAINTED FINISH "BLACK" <br />• • CAULK JOINTS TO PREVENT WATER INTRUSION <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />FINISH GRADE — F= <br />1 <br />HS15 <br />MATERIALS AND FINISHES <br />14'-38"-MAY VARY DUE TO VENEER THICKNESS <br />DIMENSIONED ELEVATION <br />ENTRANCE SIGN <br />1/2" = 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 ANn <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 />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />SIGN WALL SECTION <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE <br />8"X8"X16"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 />�V <br />0 <br />U <br />a <br />N ti <br />F� <br />W <br />9 <br />E <br />0 <br />� U <br />O -V <br />1" <br />M M <br />M n <br />J <br />c <br />U_ m Ln <br />0 0 <br />O <br />.Q <br />O <br />� N <br />� L J <br />a <br />U) n <br />a E <br />M Z <br />�k m <br />N <br />us c <br />a� <br />N O U <br />O J <br />N M <br />O <br />O M <br />N iz- <br />N <br />r <br />Q <br />o <br />a <br />�Q�CL <br />° <br />wM <br />N <br />W <br />Q <br />• : , Know what'sbelow. <br />. .. •: d .'... a , :: Call before you dig, <br />4A 9"000 <br />4 <br />3'-0" • • . • • <br />• <br />REVISIONS: <br />• .d. '• .'. •.. •:. '• d • sad .'•' • • •' <br />• • d . '.•. .. ': . .: • NOTES: <br />3/12/21 <br />d -.. , , ' d ' .. CITY REVIEW COMMENTS <br />•.• • • a ' 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR <br />d STRUCTURAL ENGINEEERING ONLY <br />r 15'-6" 2. 4/19/21 <br />® SIGN BASE FOOTING 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 />#5 VERTICAL REBAR STONE VENEER <br />COLUMN AT ALL CORNERS SIGN WALL VENEER WALL TIES COLUMN 4 11126121 <br />STRUCTURAL ENGINEEERING <br />STONE VENEER #5 VERTICAL REBAR MODIFICATIONS <br />MAX. 24" O.C. <br />FILL ALL CELLS DRAWN BY: )AZ <br />WITH CONCRETE WILLIAM G. REIDY, P.E. <br />DATE: 1 116120 <br />XIFI ❑ � ❑ � D REG. NO. 3,605 <br />VENEER WALL TIES PROFESSIONAL ENGINEER 20009 <br />SECTION THROUGH SIGN BASE HARDSCAPE <br />DETAILS <br />IIS15 <br />