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ABCC P2 - Bldg 1 - 1-A1.9_2
GP10 GP9 GP8 GP7 GP6 GP5 GP5GP4 4.1 4.1 4.0 4.0 GP2 GP1A 1.0 1.0 2.0 2.0 2.1 2.1 3.0 3.0 BB EE A.1 A.1 D D FF HH 3.1 3.1 C C GG 1.2 1.2 5.0 5.0GP12 GP12 GP11 A A GP3 GP1B B.1 B.1 SLAB 1 SLAB 2 SLAB 44' - 9"9"2' - 0"3' - 0"3 3/4"11' - 11"6"1' - 6 3/4"8' - 3"11 3/4"10"4' - 0"6' - 8 3/4"9' - 3 3/4"15' - 11"1"1"1"1"3' - 2 3/4"4 1/4"1' - 5 3/4"7' - 2"2' - 2 1/4"2 3/4"6' - 1 3/4"13' - 11 1/2"8' - 10"2' - 0"125' - 10"30' - 2 3/4"2' - 5"26' - 10 1/2"8' - 7 1/2"12' - 8 3/4"1' - 3"13' - 1"13' - 5 3/4"17' - 2"208' - 3 3/4" 12' - 5 1/2"5' - 0"16' - 1 3/4"28' - 4 3/4"42' - 11 1/2"27' - 11"11' - 11"4' - 5"21' - 9"9' - 2 1/2"28' - 1 3/4"1' - 0 3/4"9' - 2 1/2"3' - 6"9' - 0 1/2"3 1/2"11' - 4 1/2"12' - 7 1/2"7' - 0 3/4"1' - 4 1/4"3 3/4"2' - 2 1/4" 2' - 2 1/4"10 3/4"15' - 3"1/2"5 1/2"6' - 6"15' - 2 3/4" 2' - 2 1/4" 7' - 0 1/4"2' - 3 3/4"2 3/4"3 3/4"3 3/4"SLAB 3 DEP. 2A DEP. 2B DEP. 2C DEPRESSION 4A1' - 4"16' - 7 3/4"6"4' - 2 1/2"3' - 3 3/4"3' - 0 1/4"1' - 1 1/2"12' - 6"6' - 6 1/4"17' - 4 3/4"7' - 0 1/4" 7' - 0"2' - 8 3/4"9' - 2 1/2"1" DEP. 4B -0'-4½" = 0'-0" = 0'-0" -0'-3" V.I.F. -0'-1" -0'-1" = 0'-0" -0'-4½" -0'-3" V.I.F. = 0'-0" 6"4' - 0" 10"10"9' - 7"8' - 1 3/4"22' - 9 1/4"CONTRACTOR TO COORD. W/ TILE INSTALLATION & CIVIL / LS FOR DRAINAGE 1' - 4"11' - 1 1/2"5' - 7 3/4" 6"10"10"6" 28' - 11"17' - 11 3/4"SLOPE PAVERS TO MEET DOOR COORD. FINAL DEPRESSION DEPTH W/ EXTERIOR CONDITIONS COORD. FINAL DEPRESSION DEPTH W/ EXTERIOR CONDITIONSSLAB 1SLAB EXTENT SLAB DEPRESSION EXISTING WALLS & BUILDING FOOTPRINT COLUMNS DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD 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 Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:47:19 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt1-A1.9PHASE 2 -MAIN CLUBHOUSE -SLAB CONTROLPLAN2022-352 Author 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 SLAB CONTROL PLAN LEGEND