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ABCC P2 - Bldg 2 - 0-S3.22_1FIN GR T/SLAB EL 2 1 #4@12" 3#5 CONT WWF 3'-0"MIN2' - 0"8" SEE FOR BASE PLATE AND ANCHOR BOLT DTL/SCHED T/FTG EL ISOLATION JOINT DIG POCKET IF REQ'D TO KEEP MIN 3" COVER AT ANCHOR BOLTS T/SLAB EL CL COL/FTG GROUT2 1 /1 0-S3.22 FOOTING SCHEDULE MARK SIZE (WxLxT)REINF REMARKS F6.0*6'-0"x6'-0"x15"5#6 EW TOP & BOTTOM 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" NOTE: 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 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"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 5:37:46 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_STRUCT.rvt0-S3.22BAG DROP FOUNDATION DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S3.22 2 TYPICAL TURNDOWN SLAB 3/4" = 1'-0"0-S3.22 5 TYPICAL EXTERIOR STEEL COLUMN FOOTING 3/4" = 1'-0"0-S3.22 1 FOOTING SCHEDULE 3/4" = 1'-0"0-S3.22 19 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING 3/4" = 1'-0"0-S3.22 4 TYPICAL GRADE SUPPORTED SLAB AT JOINTS 3/4" = 1'-0"0-S3.22 16 TYPICAL ISOLATION JOINT AT STEEL COLUMNS