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2" PRE -CAST CONCRETE WALL CAP- — PROVIDE MIN. 1%SLOPED TOP 0' 12 STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 5'-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE A 6"MIN. ARC. I 10" MAX. NOTES: 1, FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 3'-6" CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. (3) #5 HORIZONTAL REBAR CONTINUOUS, i I— II —I I HOLD REBAR 3" OFF BOTTOM AND =ill—II�f fII� EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 1 Q ii1 • a �" 3" OFF BOTTOM AND EDGE OF POUR A 111 11 (=1 f 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3'-01 4 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 RETAINING WALL AT POOL HS14 1 1/2" =1'4' MASONRY COLUMN WITH FINISH GRADE a. Q 0 d 0 N 0 N 0 U EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE 5' WIDE CONCRETE SIDEWALK 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS —T:z A6" MIN. 10" MAX. 2-0" OR V-6" 2'-2" OR #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE -12, 8 X 8" X 16" CMU WALL. 3-0" WALL SECTION —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1ST AND 3RD BLOCK COURSE ABOVE FOOTING #5 REBAR DOWEL @ 32" O.C. ADJUST COVER OVER FOOTING TO �— MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, �- HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 32" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR A 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL H S 14 1 /211 =11-011 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION H S 14 1/8" = 11-0° FOUR RAIL CAITOV CIMC %/CLJ 1(�I II A 0 fl— ATCC LGATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILL ALL VOIDS WITH CONCRETE i— VENEER WALL TIES COLUMN HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COLUMN .G r' r rrr r •.i. i r r rrr 4'-6" 6-0" rr �! r r r' r r rr rri r r r. r r r rr FAUX STACKED STONE VENEER - rr CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' I I�I i II I I ! i I ,., ,..: I �I I la-J � i�-�.I.� I I _ I I�_I�� j I i I I� !1f 1--�_=.LI, i I. I ° I ,_�� • •" ° � : °, . .. ° ' ! �I i 1 I I MITI III 11-�II—�LII LfI�TIIITTI I I 4 I— 3-61� SQUARE COLUMN SECTIO s FENCE CONNECTION TO COLUMN HS14 1 1/2" = 1-4' NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES _12, #5 BAR IN FILLED CELL STUCCO VENEER OVER 24" O.C. PLASTIC LATHE -COLOR 25" OVERLAP ON ALL SPLICES TO MATCH VILLA BUILDINGS TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL „ 8 X 8 X 16 CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6-0" #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 1.F (3) #5 HORIZONTAL REBAR CONTINUOUS, _ HOLD REBAR 3" OFF BOTTOM AND A 6" MIN—E— f l ll= I— I I EDGE OF POUR i i �L Y ,. •' #5 TRANSVERSE REBAR AT 24" O.C. HOLD , I. °; " 4 3" OFF BOTTOM AND EDGE OF POUR 4 1'-0" j I " 4' _� 3000 PSI POURED CONCRETE _ _ FOOTING -CONTINUOUS 1 - I _.I I—I-1-1 3-0" COMPACT SUBGRADE AT ALL A FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION H S 14 1121E = 1 L-v 6 HT. PEDESTRIAN GATE NO ACCESS CONTROL O VVILIC k1ul'A r1rz 1 C n vivi I ui v-w a_ SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 21/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 112 DIA, ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH /-- #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE // COLUMN REINFORCED WITH ��2TSQUARE (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL -� -"�— RENINFORCING AT 24" O.C. VERTICALLY EVERY THIRD COURS E) SE ALTERNATE CMU DIRECTION EVERY OTHER COURSE UNTIL B SAFETY PROTECTION ON VERTICAL REBAR BLOCK WORK BEGINS LO (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE " I 3000 PSI POURED CONCRETE FOOTING _ X 36" X 1'-0" REI REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 21/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL y RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE j1 I I I HOLD REBAR 3" FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING 1— i i 16—i —I I IEd_ I h� i in I 1=I i�� i I I I� 3'-6" X 3'-6" X V-0" 3'-6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION HS1.4 I 1/211 = 11.0/1 <";0 COLUMN CAP WGS6 ISOMETRIC WALL CAP ISOMETRIC 3 SEC 2IL SEC 4-10 4'-816" 4'-0" 04=61-10- • - ■s1r,��■=lid■ ll STRUCTURAL BRICK 1'-64 (BELOW STRUCTURAL BRICK f 0-416 3'-6" U-416" 3'-6" COLUMN FOOTING (BELOW) PRECAST CONCRETE COLUMN CAP o 'i Ii T I i SECTION 2 3/8" MORTAR JOINTS P. m` ) 0 -118„ #5 VERTICAL REBAR 4 15/16" O.C. SECTION 1 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE' NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET" MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER #5 VERTICAL REBAR IN FULLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 0'-10" PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0'-44„ MIDPOINT OF WALL 0'-44' STRUCTURAL BRICK (BELOW) 0'-1 �2' 0'-51 ' 2 #5 VERTICAL REBAR 11 7 8 O.C. WALL FOOTING (BELOW) 7 STRUCTURAL BRICK WALL H S 14 1/2" = 1 °-o" NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE"C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER j]ip I► E O r V o*9 U M v O A O M Z a = 0 0 NV� ON a d t J � a Q E M m pU[ eft Z w 4) Q tla 4) `p3 N0J z *� 00 Nr t'7 o M N � N Kno what'sbelow. F, P0 all before you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/z/21 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: 11/6/20 20009 HARDSCAPE DETAILS 11siq.