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NOTES: <br />1. FILL ALL CMU CELLS WITH CONCRETE. <br />2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL <br />ON WALL SEGMENT. <br />2" PRE -CAST <br />CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />PROVIDE MIN. 1%SLOPED TOP BLOCK WITH CONCRETE - <br />25" OVERLAP ON ALL SPLICES <br />#5 BAR IN FILLED CELL, <br />0'-11 24" O.C. <br />25" OVERLAP ON ALL SPLICES <br />STUCCO VENEER OVER 8" X 8" X 16" CMU WALL <br />PLASTIC LATHE -COLOR PROVIDE #1 GUAGE HORIZONTAL <br />AND TEXTURE RENINFORCING AT 24" O.C. <br />TO MATCH CLUBHOUSE VERTICALLY (EVERY THIRD COURSE) <br />BOTH SIDES OF WALL 31-611 CONCRETE PAVER - SEE SCHEDULE OF <br />SITE FURNISHINGS AND STRUCTURES <br />TIE ALL REBAR CONNECTIONS WITH METAL TIES <br />ADJUST COVER OVER FOOTING TO #5 REBAR DOWEL @ 24" O.C. <br />MINIMIZE CUT BLOCK COURSES <br />FINISH GRADE lief'=' II <br />A4 6" MIN. lily -III I. -I (3) #5 HORIZONTAL REBAR CONTINUOUS, <br />10" MAX. (=1 I H I -III—I (�1 �1I I (I EDGE HOLD REBAR 3" OFF BOTTOM AND <br />OF POUR <br />IIIII <br />11_(yI (��( d.' I I #5 TRANSVERSE REBAR AT 24" O.C.- HOLD A i 1.11 • i' { I I i 1 3" OFF BOTTOM AND EDGE OF POUR <br />3000 PS POURED CONCRETE <br />FOOTING- CONTINUOUS <br />A COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />1 RETAINING WALL AT POOL <br />H S 14 1 /211 = 1'-o11 <br />MASONRY COLUMN WITH <br />FINISH GRADE <br />EXIT SIDE VEHICULAR GATES <br />1/2" GAP FOR HINGE BRACKET - <br />GATE FABRICATOR/INSTALLER SHALL BE <br />RESPONSIBLE FOR SIZING GATE HINGES AND <br />PROVIDE OWNER A WARRANTY ON THE ABILITY <br />OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE <br />S WIDE CONCRETE <br />SIDEWALK <br />2" WHITE PRE -CAST <br />CONCRETE WALL CAP - <br />PROVIDE MIN. 1% SLOPED TOP <br />#5 VERTICAL REBAR IN FILLED CELL, <br />SEE FOOTING DETAIL FOR LOCATION - <br />25" OVERLAP ON ALL SPLICES <br />STUCCO OVER PLASTIC LATHE <br />MATCH COLOR AND TEXTURE <br />OF CLUBHOUSE WALLS <br />2'-0" OR <br />V-6" <br />2'-2" OR <br />N. <br />A 10" MAX./ <br />kii� I� <br />_ Ii <br />MIN <br />II <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE <br />• ea <br />.e d .' i <br />3-0" <br />WALL SECTION <br />8" X 8" X 16" CMU WALL <br />PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 1ST AND 3RD <br />BLOCK COURSE ABOVE FOOTING <br />�'w <br />#5 REBAR DOWEL @ 32" O.C. A <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />(3) #5 HORIZONTAL REBAR CONTINUOUS, <br />HOLD REBAR 3" OFF BOTTOM AND <br />EDGE OF POUR <br />LEI <br />#5 TRANSVERSE REBAR AT 32" Q.C.- HOLD <br />3" OFF BOTTOM AND EDGE OF POUR /t <br />3000 PSI POURED CONCRETE L <br />FOOTING- CONTINUOUS <br />COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />2 18" AND 24" HT. RETAINING WALLS AT POOL <br />HS14) 1/2" _ 1' oil <br />24" SQUARE MASONRY COLUMN- <br />AT TOP AND BOTTOM CONCRETE SLAB <br />EXIT GATE <br />4 VILLA GATED ENTRANCE ELEVATION <br />HS14 1/8" = 1'-0" <br />FNTRY -qIIIF \/P-IIC .1 11 AR C'ATPq <br />GATE STOP ANGLE BRACKET <br />AT TOP AND BOTTOM <br />ENTRANCE GATE <br />• <br />• • f` <br />�i <br />amME <br />Ali <br />• t <br />FOUR RAIL <br />HORSE PROVIDE 3" GAP BETWEEN <br />FENCE FENCE POST AND COLUMN <br />r' <br />l <br />r <br />rrr <br />rr! <br />r <br />r <br />_ <br />r <br />r <br />r r <br />rr <br />4'-6" 6-0` <br />rr! <br />rr! <br />r <br />r <br />r <br />rrf <br />r <br />r <br />rf! <br />r <br />r <br />r <br />r <br />i <br />rrr <br />FAUX STACKED STONE VENEER - <br />rf <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />Fes-- 3-6" �----I <br />SQUARE <br />COLUMN SECTION <br />6 FENCE CONNECTION TO COLUMN <br />H S 14 1 1 /211 11-011 <br />NOTES: <br />1. FILL ALL CMU CELLS WITH CONCRETE. <br />2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL <br />ON WALL SEGMENT. <br />2" PRE -CAST <br />CONCRETE WALL CAP #5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />PROVIDE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - <br />25" OVERLAP ON ALL SPLICES <br />121 <br />STUCCO VENEER OVER #5 BAR IN FILLED CELL, <br />PLASTIC LATHE - COLOR 24" O.C. <br />TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES <br />TEXTURE: DASH (ROUGHCOAT) <br />BOTH SIDES OF WALL „ <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 />6_0 <br />#5 REBAR DOWEL @ 24" O.C. <br />TIE ALL REBAR CONNECTIONS WITH METAL TIES <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />FINISH GRADE <br />(3) #5 HORIZONTAL REBAR CONTINUOUS, <br />HOLD REBAR 3" OFF BOTTOM AND 4 <br />A <br />6" MIN. i� <br />- I EDGE OF POUR <br />* TRANSVERSE REBAR AT 24" O.C.- HOLD J� <br />" <br />1� 'v :. ' <br />. 3" OFF BOTTOM AND EDGE OF POUR < <br />. A <br />AN <br />.,e'. , <br />.. 3000 PSI POURED CONCRETE <br />FOOTING- CONTINUOUS <br />II—Ihii- — 1 — <br />3'-0" COMPACT SUBGRADE AT ALL <br />A <br />FOOTING LOCATIONS <br />4 VILLA VEHICULAR ENTRANCE WALL SECTION <br />H S 14 1/2" = 11-o" <br />6' HT. PEDESTRIAN GATE <br />NO ACCESS CONTROL <br />J VYIL.JL VVIVVIILIL <br />SIDEWALK <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 />2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP <br />- EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR <br />AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN <br />KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH <br />#5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE <br />COLUMN REINFORCED WITH <br />(4) #5 REBAR- ONE AT EACH CORNER FILL ALL <br />VOIDS CONTAINING REBAR WITH CONCRETE <br />24" SQUARE CMU COLUMN <br />_ PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 24" O.C. <br />VERTICALLY EVERY THIRD COURS <br />E) <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 />HOLD REBAR 3" FROM EDGE OF POUR <br />`— COMPACTED SUBGRADE <br />3000 PSI POURED CONCRETE FOOTING <br />3-6" X 3-6" X V-0" <br />REINFORCE "WITH (3) #5 REBARS EACH WAY TOP AND <br />BOTTOM TYPICAL <br />MASONRY COLUMN WITH <br />3 <br />SEC <br />2 <br />5EC <br />1 <br />SE <br />FINISH GRADE - <br />MIN. 6" COVER - <br />3000 PSI POURED <br />CONCRETE FOOTING <br />I^ 1 I <br />3'-6' X 3'-6" X V-0" <br />REINFORCE WITH (3) #5 <br />- <br />REBARS EACH WAY <br />TT IA <br />TOP AND BOTTOM TYPICAL <br />1'-0" 11Ell _I <br />NOTES: <br />1. FILL ALL BLOCK BELOW GRADE <br />rE. <br />3AUGE HORIZONTAL <br />iRID AT 24" O.C. <br />ECAST WHITE CONCRETE COLUMN CAP <br />OF CMU COLUMN WITH 1/2 DIA. ANCHOR <br />EMBEDDED 3" MIN. INTO COLUMN <br />F BLOCKS ON TOP COURSE OF COLUMN- WITH <br />TENTS- FILL ALL CELLS WITH CONCRETE <br />1MN REINFORCED WITH <br />5 REBAR- ONE AT EACH CORNER FILL ALL <br />3 CONTAINING REBAR WITH CONCRETE <br />CMU COLUMN <br />GUAGE HORIZONTAL <br />NG AT 24" O.C. <br />(EVERY THIRD COURSE) <br />DIRECTION EVERY OTHER COURSE <br />-ION ON VERTICAL REBAR <br />IRK BEGINS <br />)WELS- 25" OVERLAP ON ALL SPLICES <br />:-:BAR CONNECTIONS WITH METAL TIES <br />FINISH GRADE <br />EBAR 3" FROM EDGE OF POUR <br />it POURED CONCRETE FOOTING <br />-6" X V-0" <br />IRCE WITH (3) #5 REBARS EACH WAY TOP AND <br />V TYPICAL <br />COLUMN SECTION ....... SUBGRADE <br />3 VILLA VEHICULAR ENTRANCE COLUMN SECTION <br />H S 14 1 /211 = 11-o1' <br />COLUMN CAP wlb <br />ISOMETRIC WALL CAP <br />ISOMETRIC <br />-� <br />eA `d a e a d de -a a <br />• a a a <br />a a 'a <br />HOLD REBAR 3" FROM EDGE OF POUR--/ <br />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />— V-6" --j <br />STRUCTURAL BRICK V-6" <br />(BELOW <br />STRUCTURAL BRICK <br />0'-415" <br />3'-6" ' <br />i • <br />„ • ' <br />0' 415 <br />1166 <br />t----3' 6" <br />COLUMN FOOTING (BELOW) <br />ELEVATION <br />PRECAST CONCRETE COLUMN CAP <br />SECTION 2 <br />NOTES: <br />1. STRUCTURAL BRICK- "BRONZE STONE' NORMAN BRICK DISTRIBUTED BY <br />COASTAL OLD CASTLE. (813) 886-7761 <br />2. MODULAR BRICK- "BEALE STREET' MANUFACTURED BY PINE HALL BRICK - <br />DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 <br />3. COLUMN CAP- "PC-16" MANUFACTURED BY AAA <br />CAST STONE (941) 721-8092 www.aaacaststone.com <br />4. WALL CAP-'WC-1 6" MANUFACTURED BY AAA <br />CAST STONE (941) 721-8092www.aaacaststone.com <br />PROVIDE VERTICAL EXPANSION JOINTS <br />AT 50' ON CENTER <br />#5 VERTICAL REBAR IN FILLED CELL, <br />SEE FOOTING DETAIL FOR LOCATION - <br />25" OVERLAP ON ALL SPLICES <br />PROVIDE #1 GUAGE HORIZONTAL <br />REINFORCEMENT GRID AT FIVE <br />COURSE INTERVALS <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 />1 COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />SOLID MODULAR BRICK (BELOW) <br />0'-101, <br />PRECAST CONCRETE WALL CAP <br />MODULAR BRICK- OFFSET LAYOUT TO <br />CREATE DENTAL BLOCKS AT TOP OF WALL <br />MIDPOINT OF WALL <br />0'-41" <br />STRUCTURAL BRICK (BELOW) <br />3/8" MORTAR <br />JOINTS P. 0'-111" <br />2 <br />0'-52" <br />3-0` <br />0'-118° <br />#5 VERTICAL REBAR <br />11 7/8" O.C. <br />#5 VERTICAL REBAR <br />4 15/16" O.C. WALL FOOTING (BELOW) <br />SECTION 1 <br />7 STRUCTURAL BRICK WALL <br />H S 14 1/2" = V-15" <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 />MLLIAM G. REIDY, P.E. <br />REG. NO. 35605 <br />PROFESSIONAL ENGINEER <br />` Ovl <br />E <br />0 <br />r v <br />O i <br />0 M <br />-J = <br />A 04 <br />z O O <br />O <br />O <br />i 0 <br />CD <br />04 <br />. J <br />� <br />U 0) W <br />m <br />U c) cd <br />U) d <br />g Now <br />V co <br />r <br />N c� <br />O M <br />N n <br />N <br />Q <br />A <br />^� <br />A4 <br />o <br />(J <br />� <br />z <br />a <br />N <br />M <br />Fig <br />Q <br />Kno wh f'Shelow. <br />all Before you dig. <br />REVISIONS: <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 ENGINEERING <br />MODIFICATIONS <br />DRAWN BY: JAZ <br />DATE: 11/6/2o <br />20009 <br />HARDSCAPE <br />DETAILS <br />fi S�4 <br />L <br />