Laserfiche WebLink
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 />S-0" <br />ADJUST COVER OVER FOOTING TO <br />MINIMIZE CUT BLOCK COURSES <br />FINISH GRADE <br />10" MAX. <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" 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 />11„ <br />2 <br />lll ll l iL 11 = 6" MIN. I Ili =! 11 <br />III I l ill l ICI II-�1 (3) #5 HORIZONTAL REBAR CONTINUOUS, ® 10"MAX . III I l-=ill -I I <br />.- 11 I IIm-11 III HOLD REBAR 3" OFF BOTTOM AND a <br />1-11I I 111 I11 III o I I1�1-) EDGE OF POUR 1,_0, I II jla <br />• a. I { lii If #5 TRANSVERSE REBAR AT 24" O.C.- HOLD Q -;�� I <br />3" OFF BOTTOM AND EDGE OF POUR 4 =�� I ;I"i I II II II i I -I =1I <br />-- 3000 PSI POURED CONCRETE <br />11_III III III ] I T11( II -==II . FOOTING CONTINUOUS <br />30" <br />® COMPACT SUBGRADE AT ALL WALL SECTION <br />FOOTING LOCATIONS <br />1 RETAINING WALL AT POOL <br />HS14 1/2" = V-a, <br />MASONRY COLUMN WITH <br />FINISH GRADE <br />EXIT SIDE VEHICULAR GATES <br />112" 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 />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 REBAR DOWEL @ 32" O.C. <br />ADJUST COVER OVER FOOTING TO <br />'r— 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 L <br />FOOTING- CONTINUOUS <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" = 1'-0" <br />24" SQUARE MASONRY COLUMN - <br />AT TOP AND BOTTOM CONCRETE SLAB <br />EXIT GATE <br />4 VILLA GATED ENTRANCE ELEVATION <br />H S 14 <br />GnITDV QlnF- VFI-IIr l II AD r_ATGC <br />AGATE STOP ANGLE BRACKET <br />AT TOP AND BOTTOM <br />ENTRANCE GATE <br />STONE VENEER <br />FILLALLVOIDS WITH <br />CONCRETE <br />VENEER WALL TIES <br />COLUMN <br />FOUR RAIL <br />HORSE PROVIDE 3" GAP BETWEEN <br />FENCE FENCE POST AND COLFl <br />UMN <br />// <br />4 -6' 5-0`/el <br />I <br />I <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <br />I I it I l i- 11 I!� I I I III II I I I; -1 I I�`! i I=;�1! I III-� I I ,I 1 Crll I I III i I l I I l� (I I I I 1=11{ ;111 � I. •. <br />I , I .� III iII III !I(-iI1= III .IIi-III 11�` I�I Ii1- I� III_ III s� .11J III— <br />-III ! " II I�=II IIf !III III-lL�Ii' -11 Ill :.I1j III !ILI III Ii1 III -I 1 III —II <br />Iif=-TIl-_ITr:" !IP_III I17 11I`'II(-TTT= 111 =Ti1- II! -111` iII III -=III II;-uI .I!I-III ITI <br />f� 3 6 -� <br />SQUARE <br />COLUMN SECTION <br />6 FENCE CONNECTION TO COLUMN <br />1/2" = V-0" <br />RS14 <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 />I 0 1' <br />Z <br />STUCCO VENEER OVER <br />#5 BAR IN FILLED CELL, <br />PLASTIC LATHE - COLOR <br />24" O.C. <br />TO MATCH VILLA BUILDINGS <br />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 <br />II LLI -� )�(- <br />6" MIN. 111 I!i-11 1I! <br />llf-fJ( III i.l!_ <br />—III—!i';- IIi I!i=-1I EDGE OF POUR <br />a <br />#5 TRANSVERSE REBAR AT 24 O.C.- HOLD® <br />�• <br />�.� �. <br />1' 0' ilk <br />•—' <br />- <br />_ 3" OFF BOTTOM AND EDGE OF POUR <br />a <br />h�i <br />" <br />Ili 3000 PSI POURED CONCRETE <br />FOOTING- CONTINUOUS <br />.1 I=jIl <br />3'-0" COMPACT SUBGRADE AT ALL <br />® <br />FOOTING LOCATIONS <br />4 \ VILLA VEHICULAR <br />ENTRANCE WALL SECTION <br />HS14 1 1/2" = V-0" <br />6' HT. PEDESTRIAN GATE <br />NO ACCESS CONTROL <br />O vvluu U11JINUnu- IC <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 112 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 />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 />2 <br />3 <br />STONE VENEER <br />FILL ALL VOIDS WITH <br />CONCRETE <br />VENEER WALL TIES <br />FAUX STACKED STONE VENEER - <br />CULTURED STONE PRO -FIT <br />LEDGESTONE COLOR: 'MOJAVE' <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 />REMNFORCING 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 />HOLD REBAR 3" FROM EDGE OF POUR <br />3000 PSI POURED CONCRETE FOOTING <br />11 11 I I I i 3'-6" X 3'-6" X V-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 />H S 14 1/2' = V-0" <br />4'-816" I <br />4'-0" <br />ISOMETRIC WALL CAP <br />ISOMETRIC <br />® OWN ■■■mi�o�s ' <br />- V-6" <br />STRUCTURAL BRICK 1�_6" <br />(BELOW <br />�— PRECAST CONCRETE COLUMN CAP <br />SECTION 3 <br />3. <br />STRUCTURAL BRICK I 1 8 I <br />V-l5k <br />STRUCTURAL BRICK <br />0' 416' <br />3-6" <br />G-4� 6" <br />COLUMN FOOTING (BELOW) <br />Stt:l IUN 1 <br />3/8" MORTAR <br />JOINTS (TYP.) <br />--I 0' 118' I— <br />#5 VERTICAL REBAR <br />4 15/16" O.C. <br />SECTION 1 <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) 721-8092 www.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 />COMPACT SUBGRADE AT ALL <br />FOOTING LOCATIONS <br />SOLID MODULAR BRICK (BELOW) <br />0'-10" <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'-41 <br />STRUCTURAL BRICK (BELOW) <br />0'-112" <br />0'-52" <br />#5 VERTICAL REBAR <br />11 7/8" O.C. <br />WALL FOOTING (BELOW) <br />7 STRUCTURAL BRICK WALL <br />HS14 1/2" = V-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 />, <br />9� <br />E <br />O <br />� V <br />oi <br />O �C <br />ti <br />J C <br />w 0. e6 Lo <br />0 6)-8C <br />00 <br />3 � O <br />N <br />0 N <br />J <br />a <br />( <br />) E <br />a3Z <br />cu' <br />N d <br />N O j <br />v co <br />N C7 <br />S� <br />M <br />N <br />ti <br />N <br />p[ <br />p <br />O <br />p[QCi <br />zCL <br />Z <br />N <br />M <br />Fv <br />Q <br />Kno ollh�{efore I our dig. <br />� Y 9 <br />REVISIONS: <br />1. 3/12/21 <br />CITY REVIEW COMMENTS <br />2. 4/19/21 <br />CITY REVIEW COMMENTS <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 />