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ABCC P2 - Bldg 1 - 0-S3.12_1SEE 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-S5.10 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 /22 0-S5.10 2#5 CONT T/SLAB EL TO MATCH EXISTING NEW SLAB EXISTING SLAB WWF 6x6 W2.9xw2.9 "D"/2#4x1'-4" @ 18" OC DRILL AND EPOXY GROUT INTO EXIST CONC 4""D"FOOTING SCHEDULE MARK SIZE (WxLxT) REINF REMARKS F5.0** 5'-0"x5'-0"x24" 5#5 EW TOP & BOTTOM F6.5* 6'-6"x6'-6"x15" 5#6 EW TOP & BOTTOM F4.0 4'-0"x4'-0"x12" 5#5 EW BOTTOM F6.0* 6'-0"x6'-0"x15" 5#6 EW TOP & BOTTOM F6.0** 6'-0"x6'-0"x24" 5#6 EW TOP & BOTTOM F3.0 3'-0"x3'-0"x12" 4#5 EW BOTTOM B/(E) PLANTER EL = -2'-4" (F.V.) T/SLAB EL = 0'-0" HSS ROUND COLUMN, SEE PLAN 3'-6" WWF T/GRADE EL (F.V.) NEW SLAB EXISTING SLAB SEE DETAIL FOR NEW SLAB AT (E) SLAB. /2 0-S3.12 (E) PLANTER (F.V.)MIN2'-4"12"X12"X1" EMBED PL W/ (4) 3/4" DIA. HEADED STUDS. PROVIDE 9" MIN. EMBEDMENT. 3/16 CL COL A A 1 1/2" TYP. HEADED STUD, TYP. HSS COL, SEE PLAN SECTION A-A 5#6 CONT. #6@12" O.C. 3#6 CONT. #6@12"O.C. DWLS 8" MIN. 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-S3.12MAIN CLUBHOUSE FOUNDATION DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S3.12 9 TYPICAL EXTERIOR STEEL COLUMN FOOTING 3/4" = 1'-0"0-S3.12 5 TYPICAL INTERIOR STEEL COLUMN FOOTING 3/4" = 1'-0"0-S3.12 2 TYPICAL GRADE SUPPORTED SLAB AT EXISTING SLAB 3/4" = 1'-0"0-S3.12 1 FOOTING SCHEDULE 3/4" = 1'-0"0-S3.12 17 SECTION AT PATIO COLUMN AT SLAB TURNDOWN