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1600 SELVA MARINA DR FOUN23-0005 - 0-S3-40_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 2#5 x 4'-0" TOP BLDG CORNER OR CONSTRUCTION JT3"2"1 5 STAIR STRINGER SIMPSON ANGLE CONNECTION. INSTALL PER MFR REQUIREMENTS. WWF 2#5 CONT BOT #4@12 NOTE: EXTEND THICKENED SLAB 1'-0" BEYOND EITHER SIDE OF STAIR 1'-0" 1'-0"8"FIN GR T/SLAB EL 2 1 1'-4" MIN8" #4@12" 3#5 CONT WWF 3'-0"DEPTHMIN FROSTFTG REINF T/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" FOOTING SCHEDULE MARK SIZE (WxLxT)REINF REMARKS F6.0 6'-0"x6'-0"x12" 5#6 EW BOTTOM 3'-0" 2#5 CONT. WWF SEE FTG. SCHED. FOR REINF. #4@12" O.C. 2 1 FIN GR T/SLAB EL T/FTG EL SEE FTG SCHED. WOOD COLUMN, SEE PLAN SIMPSON MPB88Z COLUMN BASE. INSTALL PER MFR REQUIREMENTS. 6" MIN. 1'-8" X 1'-8" PIER2"3"A A SECTION A-A PEDESTAL SLAB TURNDOWN. SLAB TURNDOWN REINF NOT SHOWN FOR CLARITY. #4 TIES@12" O.C. ADDL #4 TIE8#5 VERT DWLS MIN.1'-4"3'-0" 2#5 CONT. WWF ARCH VENEER #4@12" 2x STUD WALL, SEE PLAN PLYWOOD SHEATHING 2 1 FIN GR T/SLAB EL 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 5/8 BEARING PLATE 7"NUT TO BE WELDED TO BOLT MIN.1'-4"8" GRADE SUPPORTED SLAB INDICATES SLAB CONTRACTION JT 2#5 x 4'-0" TOP AT DISCONTINUOUS SLAB CONTRACTION JOINTCJCJCJ3"2"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 5/8 BEARING PLATE NUT TO BE WELDED TO BOLT 7"T/SLAB 1 2 WWF GROUT VOID SPACE SOLID BELOW BASE WOOD COLUMN, SEE PLAN 3#5 EW1'-0"2'-0" SQUARE SIMPSON CBSQ66-SDS2 COLUMN BASE. INSTALL PER MFR REQUIREMENTS. T/SLAB (E) BRICK VENEER (E) 2x STUD WALL, SEE PLAN T/SLAB ELT/SLAB EL 2 11'-6" MIN#4@12" 3#5 CONT WWF 3'-0"(F.V.)4"#5@12" O.C. + HK. DRILL AND EPOXY MIN. 6" INTO (E) FTG. SEE NOTE 1. NOTE: 1. CARE SHALL BE TAKEN TO NOT DAMAGE ANY EXISTING REINFORCEMENT WITHIN (E) CONC. (F.V.) 7" (F.V.) 1'-0"(F.V.)1'-6"2x STUD WALL, SEE PLAN T/SLAB EL PT SILL PLATE W/ 1/2" DIA. ANCHOR BOLTS, (2) HEAVY HEX NUTS AND STANDARD WASHER DRILLED & EPOXIED 7" MIN WITH SIMPSON SET-XP @ 2'-0" O.C. AND WITHIN 12" OF ALL CORNERS. 3" MIN. EDGE DISTANCE SHALL BE MAINTAINED. (F.V.)1'-6"(F.V.) 7" (F.V.) 1'-0" BRICK VENEER T/SLAB EL 2 11'-6" MIN#4@12" 3#5 CONT WWF 3'-0" #5@12" O.C. + HK. DRILL AND EPOXY MIN. 6" INTO (E) FTG. SEE NOTE 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 © 2022 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 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. 3/4" = 1'-0"5/22/2023 2:43:41 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG4_STRUCT(1).rvt0-S3.40PETE'S TURN FOUNDATION DETAILS2022-352 HD Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 Phase 1 Construction Documents 3/4" = 1'-0"0-S3.40 4 TYPICAL GRADE SUPPORTED SLAB AT JOINTS 3/4" = 1'-0"0-S3.40 8 TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER 3/4" = 1'-0"0-S3.40 7 TYPICAL THICKENED GRADE SUPPORTED SLAB AT STEEL STAIR 3/4" = 1'-0"0-S3.40 2 TYPICAL TURNDOWN SLAB 3/4" = 1'-0"0-S3.40 20 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING 3/4" = 1'-0"0-S3.40 1 FOOTING SCHEDULE 3/4" = 1'-0"0-S3.40 5 TYPICAL EXTERIOR WOOD COLUMN FOOTING 3/4" = 1'-0"0-S3.40 3 TYPICAL TURN DOWN SLAB AT EXTERIOR LOAD BEARING AND/OR SHEAR WALLS 3/4" = 1'-0"0-S3.40 12 TYPICAL REINFORCEMENT AT DISCONTINUOUS CONTRACTION JOINT 3/4" = 1'-0"0-S3.40 6 TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING AND/OR SHEAR WALLS 3/4" = 1'-0"0-S3.40 10 TYPICAL SECTION AT INTERIOR WOOD POST 3/4" = 1'-0"0-S3.40 11 SECTION AT (E) SLAB TURNDOWN 3/4" = 1'-0"0-S3.40 15 SECTION AT WOOD STUD WALL INFILL AT (E) SLAB TURNDOWN 1 12-02-23 SD PRICING 2 02-10-23 DD PRICING 3 03-30-23 90% CD 4 05-23-23 PERMIT SET 05-23-2023