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2" PRE -CAST <br />CONCRETE WALL CAP - <br />PROVIDE MIN. 1 % SLOPED TOP <br />0'-12, <br />STUCCO VENEER OVER <br />PLASTIC LATHE - COLOR <br />AND TEXTURE <br />TO MATCH CLUBHOUSE <br />BOTH SIDES OF WALL <br />6-0" <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />FINISH GRADE <br />Q 10" MIS={ir=slll <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" X 8" X 16" CMU WALL <br />PROVIDE #1 GUAGE HORIZONTAL <br />RENINFORCING AT 24" O.C. <br />3'-6° VERTICALLY (EVERY THIRD COURSE) <br />CONCRETE PAVER - SEE SCHEDULE OF <br />SITE FURNISHINGS AND STRUCTURES <br />TIE ALL REBAR CONNECTIONS WITH METAL TIES <br />I II #5 REBAR DOWEL @ 24" O.C. <br />ICI I I®I I I I (3) #5 HORIZONTAL REBAR CONTINUOUS, <br />IUE� I I� I I I HOLD REBAR 3" OFF BOTTOM AND <br />=11--i 11=111=1 -1 EDGE OF POUR <br />' #5 TRANSVERSE REBAR AT 24" O.C.- HOLD <br />L <br />3" OFF BOTTOM AND EDGE OF POUR43000 PSI POURED CONCRETE <br />!}_ ! I I- = I I- I I I I- II FOOTING- CONTINUOUS <br />3 -0 <br />A4 COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />1 l RETAINING WALL AT POOL <br />H S 14 1 1/2" = 1'-0" <br />MASONRY COLUMN WITH <br />FINISH GRADE <br />EXIT SIDE VEHICULAR GATES <br />1/2" GAP FOR HINGEBRACKET- <br />GATEFABRICATOR/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 <br />WALL CAP - <br />PROVIDE MIN. 1 % SLOPED <br />TOP <br />#5 REBAR CONTINUOUS, INFILL KNOCK -OUT <br />BLOCK WITH CONCRETE <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 />0' 12" <br />$" X 8" X 16" CMU WALL <br />MATCH COLOR AND TEXTURE <br />PROVIDE #1 GUAGE HORIZONTAL <br />OF CLUBHOUSE WALLS <br />RENINFORCING AT 1 ST AND 3RD <br />BLOCK COURSE ABOVE FOOTING <br />2-0" <br />OR <br />1 6 <br />' <br />�L <br />II <br />2' 2" OR <br />III! ! ! <br />#5 REBAR DOWEL @ 32" O.G. <br />1 8, <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />®6" MIN. <br />10" MAX, <br />A <br />(3) #5 HORIZONTAL REBAR CONTINUOUS, <br />REBAR 3" OFF BOTTOM AND <br />!� <br />EDGE OF POUR <br />III -ICI <br />#5 TRANSVERSE REBAR AT 32" O.C.- HOLD <br />- <br />3" OFF BOTTOM AND EDGE OF POUR <br />i�I�--1 <br />3-0 <br />o <br />3000 PSIPOURED CONCRETE <br />FOOTING- CONTINUOUS <br />WALL SECTION <br />COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />2 18" AND 24" HT. RETAINING WALLS AT POOL <br />H S 1 4 _1/2" = V-0" <br />24" SQUARE MASONRY COLUMN - <br />AT TOP AND BOTTOM CONCRETE SLAB <br />EXIT GATE <br />a )1 VILLA GATED ENTRANCE ELEVATION <br />HS14 I 1/8" = 114" <br />JE VENEER <br />LL ALL VOIDS WITH <br />DNCRETE <br />VENEER WALL TIES <br />CNITDV QIIIC VCWI('I II AD C;ATCQ <br />\_GATE STOP ANGLE BRACKET <br />AT TOP AND BOTTOM <br />ENTRANCE GATE <br />COLUMN <br />FOUR RAIL <br />HORSE PROVIDE 3' GAP BETWEEN <br />FENCE FENCE POST AND COLUMN <br />r' <br />r <br />err <br />rr <br />�f <br />rrr <br />r <br />•.:. <br />r <br />r <br />r r <br />rr <br />.:...: • �. � <br />rir <br />4r_6` 5'-0` <br />rr <br />'r <br />77 <br />'� <br />r <br />r <br />r <br />r <br />rrr <br />rrr <br />r <br />rrr <br />FAUX STACKED STONE VENEER - <br />rf <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />I --1l-1 Fes-! i _- 1. -i i 14*U! -7! <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 />0-12 <br />F, <br />STUCCO VENEER OVER <br />#5 BAR IN FILLED CELL, <br />PLASTIC LATHE - COLOR <br />24" O.C. <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' 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 />6" MIN. I <br />HOLD REBAR 3" OFF BOTTOM AND 4 <br />_� �I j-j EDGE OF POUR <br />#5 TRANSVERSE REBAR AT 24" O.C. HOLD <br />d a I - 3" OFF BOTTOM AND EDGE OF POUR <br />3000 PSI POURED CONCRETE <br />- <br />FOOTING- CONTINUOUS <br />=! VMS <br />30° COMPACT SUBGRADE AT ALL <br />A <br />FOOTING LOCATIONS <br />4 VILLA VEHICULAR ENTRANCE WALL SECTION <br />H S 14 1 1/2" = 1'-0 <br />6HT. PEDESTRIAN GATE <br />NO ACCESS CONTROL <br />.7 YV Iuc uuNutir-I C i. n—, r ui 1— <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 />1 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 <br />RD 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 />I- HOLD REBAR 3" FROM EDGE OF POUR <br />ill -11 ! !-1 I 11-- i 1=11-1 I I -I I R 1=_1 ! 1 11 11=1- IJ11 I } _ I <br />,,: _! I� I - I I ! !-1 fl- <br />U _ ! i- _ _ 11'-0" COMPACTED SUBGRADE <br />a I!ll ! ; ! !-!!! l� I l l JL <br />jI;E, !�"I-i-IE1-11 it <br />IQjI ;lI1�11 3000 PSI POURED CONCRETE FOOTING <br />- - - - - _ n _ 3'-6" X 3'-6" X V-0 <br />'tZ 3'-6" �� REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND <br />SQUARE BOTTOM TYPICAL <br />°o COLUMN SECTION <br />0 r <br />s FENCE CONNECTION TO COLUMN <br />N <br />0 <br />N H S 14 1/2" <br />11-011 <br />a� <br />U <br />__....,.i.-,...era.. - •�.alp.._....�m:.r.�.,.�...n.r„-."�t..alfv.•e. .a;n:te_�rFr:-.- ..#w.l.�'A�Le#.J.n,;i� ,; ir.w imk.-71I.�1rc.,�U. i:.:+.,1. .ae�- - - .all <br />MASONRY COLUMN WITH <br />3 <br />SEC <br />2 <br />STONE VENEER <br />FILL ALL VOIDS WITH <br />CONCRETE <br />i- VENEER WALL TIES <br />COLUMN <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />6,_6" <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 />2 112" 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 />T 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 />- i <br />I _ HOLD REBAR 3" FROM EDGE OF POUR <br />lIill!!I 11 �11 <br />3000 PSI POURED CONCRETE FOOTING <br />- 1_ I1=!!! ! = I I®!I -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 \_ <br />BOTTOM TYPICAL <br />COLUMN SECTION COMPAQTED SUBGRADE <br />3 VILLA VEHICULAR ENTRANCE COLUMN SECTION <br />H S 14 1/2" = V-0" <br />4'-816" l <br />1 4a' <br />6 <br />4 <br />COLUMN CAP "cb <br />ISOMETRIC WALL CAP <br />ISOMETRIC <br />_i_ MIN pq p <br />NOTES: <br />1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY <br />COASTAL OLD CASTLE. (813) 8864761 <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) 721-8092 www.aaacaststone.com <br />PROVIDE VERTICAL EXPANSION JOINTS <br />AT 50' ON CENTER <br />05 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 />! COMPACT SUBGRADE AT ALL <br />2 FOOTING LOCATIONS <br />SOLID MODULAR BRICK (BELOW) <br />a 0'-10" <br />i <br />SECTION 3 PRECAST CONCRETE WALL CAP <br />1 53„ MODULAR BRICK- OFFSET LAYOUT TO <br />STRUCTURAL BRICK 8 CREATE DENTAL BLOCKS AT TOP OF WALL <br />0_411 <br />8 1 MIDPOINT OF WALL <br />SECTION C n STRUCTURAL BRICK (BELOW) <br />STRUCTURAL BRICK �7G <br />3/8" MORTAR <br />JOINTS P. 0' 111" <br />2 <br />15,1 <br />0 -416 <br />3'-6" <br />3'-0° <br />0'-11 g' <br />U-41-5" #5 VERTICAL REBAR <br />11 <br />7 8 O.C. <br />#5 VERTICAL REBAR <br />3-6" 1 415/16" O.C. WALL FOOTING (BELOW) <br />COLUMN FOOTING (BELOW) SECTION 1 <br />7 STRUCTURAL BRICK WALL <br />HS14 1/211 <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 />I--- V-6" --I PRECAST CONCRETE COLUMN CAP <br />STRUCTURAL BRICK 1' 6" ImazImM <br />(BELOW <br />WILLIAM G. REIDY, P.E. <br />REG. NO. 35605 <br />PROFESSIONAL ENGINEER <br />4 <br />�l <br />i� <br />J <br />a. <br />i < <br />co <br />E <br />a <br />r- cs <br />O 9 <br />M� <br />J <br />z 0m <br />Q 300 <br />a �CNI <br />a <br />a '� <br />� <br />U t!> W <br />.Q E <br />U m = <br />Q Z <br />w w <br />d <br />� p J <br />'a ao <br />T <br />N M <br />oM <br />0 <br />C4 <br />h <br />Kno what'sbelow. <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: ]AZ <br />DATE: 11/6/2o <br />20009 <br />HARDSCAPE <br />DETAILS <br />fis i4 <br />