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ABCC P2 - Bldg 1 - 0-S3.11_1NOTE: 1. SAW CUT SHALL BE MADE SOON ENOUGH TO PREVENT CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF HTE CONCRETE WHILE SAWING. FOR JOINT FILLER, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FOR JOINT SPACING, SEE STRUCTURAL SPECIFICATIONS. 2. SAW CUT OR DISCONTINUE REINF AT CONSTRUCTION JT. 3. KEYED CONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. 4. WHERE REQUIRED FOR SUCCESSFUL INSTALLATION OF FLOOR FINISH SLAB SHALL BE WET CURED AND BE PLACED A MINIMUM OF 90 DAYS PRIOR TO INSTALLATION OF FLOOR FINISHES. AT CONTRACTOR'S OPTION DIAMOND DOWELS MAY BE USED IN LIEU OF CONTINUOUS CONCRETE KEY AT KEYED JOINT. 5. PROVIDE SLAB BOLSTERS A MIN 4'-0" APART FOR WWF SUPPORT WWF KEYED CONSTRUCTION JOINT TOOLED JOINT AND JOINT FILLER. SEE ARCH DWGS AND SPECS HH/3WWF SAW CUT CONTROL JOINT NOTE 1 1 1/4" MAXH/4HH/31/8" NOTE 2 T/CONC VAPOR BARRIER T/CONC CONTINUOUS METAL FORM KEY GRANULAR SUBBASE VAPOR BARRIER GRANULAR SUBBASE 3'-0" 2#5 CONT. WWF ARCH VENEER 3#5 CONT. #5@12" #4@12" 2x STUD WALL, SEE PLAN PLYWOOD SHEATHING 2 1 FIN GR T/SLAB EL T/FTG EL 1'-0" TYP8" 8" 8" PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS 7"NUT TO BE WELDED TO BOLT 2#5 x 4'-0" TOP BLDG CORNER OR CONSTRUCTION JT3"2"FTG REINFT/FTG EL 6"MINWALLFTG2'-8"2'-8" #6@12" PIPE IN BOTTOM OF FOOTING OR WITHIN 6" BELOW BOTTOM OF FOOTING PIPE UNDER FOOTING FTG REINF T/FTG EL WALLFTGADDL REINF TO MATCH FTG REINF PIPE NEAR TOP OF FOOTING 3"MIN1'-6"2'-0"2'-0" FTG REINF T/FTG EL WALLFTGADDL REINF TO MATCH FTG REINF 3"MIN1'-6"1'-6"2'-0"2'-0" 2'-8"2'-8"#6@12" CL OF PIPE MIN FTGTHICKNESSMIN FTGTHICKNESSNOTES: 1. NO PIPES TO PASS IN OR BENEATH COLUMN FOOTINGS. 2. PIPES SHALL NOT EXCEED 1/3 THE FOOTING THICKNESS AFTER IT HAS BEEN INCREASED. 3. VERIFY PIPE PENETRATION LOCATIONS W/ PLUMBING CONTRACTOR.3" TO 6"(PIPE MUST HAVE MIN 3" COVER)1'-6" ADD'L BAR NO LONGER REQUIRED WHEN DIMENSION EXCEEDS 3'-0"CLR3"EDGE OF SLAB SAW CUT CONTRACTION JT OR CONSTRUCTION JT 1/2" ISOLATION MATL BASE PLATE SAW CUT CONTRACTION JT OR CONSTRUCTION JT 1/2" ISOLATION MATL BASE PLATE C L R 3" C LR3"CLR3"EDGE OF SLAB SAW CUT CONTRACTION JT OR CONSTRUCTION JT 1/2" ISOLATION MATL BASE PLATE SAW CUT CONTRACTION JT OR CONSTRUCTION JT 1/2" ISOLATION MATL BASE PLATE C L R 3" C LR3"GRADE SUPPORTED SLAB INDICATES SLAB CONTRACTION JT 2#5 x 4'-0" TOP AT DISCONTINUOUS SLAB CONTRACTION JOINTCJCJCJ3"2"FIN GR T/SLAB EL 2 1 #4@12" 2#5 CONT WWF 3'-0"MIN1'-4" 8" T/SLAB EL 2 1 #4@12" 3#5 CONT WWF 3'-0" (F.V.) 1'-6"(F.V.)1'-6"1'-6"SEE NOTE 11'-6"WOOD STUD WALL, SEE PLAN (E) WOOD STUD WALL, SEE PLAN (E) TURNDOWN SLAB (F.V.) PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS 1 1/2" EXP JT NOTES: 1. B/TURNDOWN TO MATCH (E) B/TURNDOWN. 1'-6" MIN. DEPTH. NOTIFY EOR OF ANY DISCREPANCIES. 1 2 WWF 2x STUD WALL, SEE PLAN PLYWOOD SHEATHING 3#5 CONT #4@12" 1'-0" TYP2'-0" TYP PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS SIMPSON BP X BEARING PLATE NUT TO BE WELDED TO BOLT 7"T/SLAB 3'-0"2#5 CONT. WWF 3#5 CONT. #5@12" #4@12" 2x STUD WALL, SEE PLAN PLYWOOD SHEATHING 2 1 FIN GR T/SLAB EL 1'-0" TYP1'-2" 8" 1'-2" PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS 7"NUT TO BE WELDED TO BOLT BRICK VENEER GROUT VOID SOLID BELOW GRADE 6" MIN MIN. 1'-4"T/FTG EL 2 1 BRICK VENEER, SEE ARCH PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS 7"NUT TO BE WELDED TO BOLT 8"8"3'-0" 2#5 CONT. WWF 3#5 CONT. #5@12" #4@12" T/SLAB EL T/FTG EL 1'-0" TYPGROUT VOID SOLID BELOW GRADE 1'-2" 8" 1'-2"1'-4" MIN6" MIN. 1#5 CONT. WWF DEEP RECESS 2#5 CONT #4@12" 2#5 CONT SHALLOW RECESS #5 CONT OPTIONAL KEYED CJ T/SLAB EL T/SLAB EL T/SLAB EL 1 3 2 1 2 1 8 6 T/SLAB EL WWF WWF EXCEED DEPTH OF SLAB)RECESS DEPTH (NOT TO1'-0""D""D"8"8"6"(NOT TO EXCEED 2'-0")RECESS DEPTH1 5 STAIR STRINGER STAIR AND CONNECTION TO SLAB BY MFR. 2#5 CONT BOT #4@12 NOTE: EXTEND THICKENED SLAB 1'-0" BEYOND EITHER SIDE OF STAIR 1'-0" 1'-0"8"3'-0" 2#5 CONT. WWF 4#5 CONT. #5@12" #4@12" 2x STUD WALL, SEE PLAN 2 1 T/SLAB EL T/FTG EL 1'-0" TYPPT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS 7"NUT TO BE WELDED TO BOLT 2x STUD WALL, SEE PLAN PT SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS MIN. 1'-4"8" 8"8" 8" #4@12" 2#5 CONT WWF FIN GR T/SLAB EL T/FTG EL FTG & REINF TO MATCH ADJACENT WALL FTG. SEE PLAN. 3'-0" 2 1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD This item has been electronically signed and sealed by Holly Jeffreys, Florida license number 82758 on the date and/or time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phase 2 3/4" = 1'-0"8/31/2023 7:31:05 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S3.11MAIN CLUBHOUSE FOUNDATION DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S3.11 4 TYPICAL GRADE SUPPORTED SLAB AT JOINTS 3/4" = 1'-0"0-S3.11 5 TYPICAL TURN DOWN SLAB AT EXTERIOR LOAD BEARING AND/OR SHEAR WALLS 3/4" = 1'-0"0-S3.11 8 TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER 3/4" = 1'-0"0-S3.11 19 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING 3/4" = 1'-0"0-S3.11 15 TYPICAL ISOLATION JOINT AT STEEL COLUMNS 3/4" = 1'-0"0-S3.11 12 TYPICAL REINFORCEMENT AT DISCONTINUOUS CONTRACTION JOINT 3/4" = 1'-0"0-S3.11 1 TYPICAL TURNDOWN SLAB 3/4" = 1'-0"0-S3.11 3 SECTION AT TURNDOWN AT (E) TURNDOWN 3/4" = 1'-0"0-S3.11 2 TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING AND/OR SHEAR WALLS 3/4" = 1'-0"0-S3.11 9 TYPICAL TURNDOWN SLAB AT EXTERIOR LOAD BEARING AND/OR SHEAR WALLS W/ BRICK 3/4" = 1'-0"0-S3.11 13 SECTION AT DOUBLE TURNDOWN SLAB 3/4" = 1'-0"0-S3.11 6 TYPICAL GRADE SUPPORTED SLAB AT RECESS 3/4" = 1'-0"0-S3.11 10 TYPICAL THICKENED GRADE SUPPORTED SLAB AT STAIR 3/4" = 1'-0"0-S3.11 7 SECTION AT POOL STORAGE & POOL BAR SLAB TURNDOWN 3/4" = 1'-0"0-S3.11 11 TYPICAL TURNDOWN SLAB ON FOOTING