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2" PRE -CAST <br />CONCRETE WALL CAP - <br />PROVIDE MIN. 1 % SLOPED TOP <br />2'— <br />STUCCO VENEER OVER <br />PLASTIC LATHE - COLOR <br />AND TEXTURE <br />TO MATCH CLUBHOUSE <br />BOTH SIDES OF WALL <br />5`-0" <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />FINISH GRADE <br />® 6" MIN. <br />10" MAX. <br />fil e) <br />:I <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 />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE - <br />25" OVERLAP ON ALL SPLICES <br />#5 BAR IN FILLED CELL, <br />24" O.C. <br />25" OVERLAP ON ALL SPLICES <br />8"X8"X16"CMU WALL <br />PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 24" O.C. <br />VERTICALLY (EVERY THIRD COURSE) <br />3-6° <br />CONCRETE PAVER - SEE SCHEDULE OF <br />SITE FURNISHINGS AND STRUCTURES <br />TIE ALL REBAR CONNECTIONS WITH METAL TIES <br />#5 REBAR DOWEL @ 24" O.C. <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 />2-2" OR 1'-6" <br />1-8" <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE <br />1 - sill =III JIi Q �-i' �- [ <br />6' MIN. { —{{ — � I=1 <br />M-1 <br />(3)#5HORIZONTALREBARCONTINUOUS,10 MAX. {� i { I ( - I {. HOLD REBAR 3" OFF BOTTOM AND = { I f <br />a <br />I I— I ( { f={ { I I f=l l EDGE OF POUR <br /><. {` <br />Q;. I GI - l i 1 #5 TRANSVERSE REBAR AT 24" O.C,- HOLD /� <br />• {� { I 3" OFF BOTTOM AND EDGE OF POUR 1'� ll <br />f=1(� II f !=! {� <br />3000 PSI POURED CONCRETE <br />FOOTING- CONTINUOUS 3-0 <br />3o° ----- WALL SECTION <br />4 COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />1 RETAINING WALL AT POOL <br />HS14 1 1/7' = 1--o" <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 />5' WIDE CONCRETE <br />SIDEWALK <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 />:#5:RE=RDW=L@@2" O.C. <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 />#5 TRANSVERSE REBAR AT 32" 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 />2 18" AND 24" HT. RETAINING WALLS AT POOL <br />HS14 1/2" = 1--o" <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" = V-0" <br />FOUR RAIL <br />HORSE <br />FENCE <br />PNTRV CIf1F VR-11(:1 11 AR r_'ATFf2 <br />GATE STOP ANGLE BRACKET <br />AT TOP AND BOTTOM <br />ENTRANCE GATE <br />STONE VENEER <br />FILLALLVOIDS WITH <br />CONCRETE <br />i - VENEER WALL TIES <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- <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />PROVIDE MIN. 1 %SLOPED TOP <br />BLOCK WITH CONCRETE - <br />25" OVERLAP ON ALL SPLICES <br />012 <br />F <br />STUCCO VENEER OVER <br />#5 BAR IN FILLED CELL, <br />PLASTIC LATHE - COLOR <br />24" O.G. <br />25" OVERLAP ON ALL SPLICES <br />TO MATCH VILLA BUILDINGS <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 />6.011 <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 />MIN. <br />HOLD REBAR 3" OFF BOTTOM AND <br />GE OF POUR61 <br />ED <br />1 <br />., <br />, <br />_ #5 TRANSVERSE REBAR AT 24" O.C. HOLD <br />. <br />.Q <br />3" OFF BOTTOM AND EDGE OF POUR <br />1 -0 <br />holl <br />. _ <br />�-{ I 3000 PSI POURED CONCRETE <br />- I <br />I <br />I [ i FOOTING- CONTINUOUS <br />Mi <br />_If I —I <br />{ I� II' <br />3-0" <br />COMPACT SUBGRADE AT ALL <br />® <br />FOOTING LOCATIONS <br />4 \ VILLA VEHICULAR <br />ENTRANCE WALL SECTION <br />HS14 1 1/2" = 1'-o,, <br />6HT. PEDESTRIAN GATE <br />NO ACCESS CONTROL <br />�' VVIIJC IiVIV4r t'SC I C <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 />I IIYIVI 1 4II U-�tJL <br />2 112" 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 COURSE) <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 />tom— 3 6 <br />SQUARE <br />COLUMN SECTION <br />6 FENCE CONNECTION TO COLUMN <br />HS14 1/2'- =1,-0° <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 />1 <br />Alls <br />FINISH GRADE - <br />MIN. 6" COVER - <br />3000 PSI POURED <br />CONCRETE FOOTING <br />3-6X 3'-6" X 11-0" <br />'11: <br />REINFORCE WITH (3) #5 <br />REBARS EACH WAY <br />TOP AND BOTTOM TYPICAL <br />NOTES: <br />1. FILL ALL BLOCK BELOW GRADE <br />rE. <br />'AUGE HORIZONTAL <br />IRID AT 24" O.C. <br />=CAST WHITE CONCRETE COLUMN CAP <br />DF CMU COLUMN WITH 1/2 DIA. ANCHOR <br />EMBEDDED 3" MIN. INTO COLUMN <br />BLOCKS ON TOP COURSE OF COLUMN- WITH <br />TENTS- FILL ALL CELLS WITH CONCRETE <br />JMN 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 />3000 PSI POURED CONCRETE FOOTING <br />I I I_ 11-1I 1-1I 1 I� { Q 11 �f I I-Q i IQ I I ! ={ I �i 3'-6" X 3'-6" X T-0" <br />3'-6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND <br />SQUARE BOTTOM TYPICAL <br />COLUMN SECTION COMPACTED SUBGRADE <br />3 VILLA VEHICULAR ENTRANCE COLUMN SECTION <br />HS14 1 1/2,, = 1'-o„ <br />4'-816" <br />4�y6 <br />w°l6 <br />COLUMN CAP <br />ISOMETRIC WALL CAP <br />ISOMETRIC <br />A <br />.1 J <br />a . . a y✓ <br />HOLD REBAR 3" FROM EDGE OF POUR—/ <br />TIE ALL REBAR CONNECTIONS <br />WITH METAL TIES <br />STRUCTURAL BRICK <br />(BELOW <br />ELEVATION <br />i— PRECAST CONCRETE COLUMN CAP <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-16" MANUFACTURED BY AAA <br />CAST STONE (941) 721-8092www,aaacaststone.com <br />PROVIDE VERTICAL EXPANSION JOINTS <br />AT 50' ON CENTER <br />45 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 />��__,3FF BOTTOM AND EDGE OF POUR <br />3000 PSI POURED CONCRETE <br />FOOTING- CONTINUOUS <br />COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />L-jL-Jon <br />SOLID MODULAR BRICK (BELOW) <br />01110 a <br />SECTION 3 <br />STRUCTURAL BRICK 1-58 <br />1'-58" <br />3/8" MORTAR <br />JOINTS (rYP.) 0' 112' <br />M3200M <br />OI.52, <br />3'-01' 91�7 <br />0'-11L, <br />#5 VERTICAL REBAR <br />��L11 7/8" O.C. <br />#5 VERTICAL REBAR <br />4 15/16" O.C. WALL FOOTING (BELOW) <br />STRUCTURAL BRICK <br />0'-4L 5" <br />3'-6" <br />0'-4-55" <br />I- �— 3'-6" <br />COLUMN FOOTING (BELOW) <br />SECTION 2 <br />SECTION 1 <br />0' <br />PRECAST CONCRETE WALL CAP <br />MODULAR BRICK OFFSET LAYOUT TO <br />CREATE DENTAL BLOCKS AT TOP OF WALL <br />0'-44" <br />MIDPOINT OF WALL <br />0'-44° <br />STRUCTURAL BRICK (BELOW) <br />7 STRUCTURAL BRICK WALL <br />HS14 1/211 = 11-0° <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 />Pk <br />v� <br />l <br />E <br />0 <br />r V <br />o� <br />M � <br />-� C <br />N LL <br />G � O 9 <br />Z 0 0 <br />L1 O <br />41 N <br />=J <br />IL <br />U N <br />�E <br />M <br />3 UI CO)�z <br />W N <br />U) d <br />O :3 <br />-ry (0 <br />N M <br />O M <br />a n <br />N <br />Kno what'sbelow. <br />®®0/00.0 <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. 8/2/21 <br />HARDSCAPE <br />PLANS ADDED <br />4. 11/26/21 <br />STRUCTURAL ENGINEERING <br />MODIFICATIONS <br />DRAWN BY: ]AZ <br />DATE: 11/6/20 <br />20009 <br />HARDSCAPE <br />DETAILS <br />fis�4 <br />