Loading...
HomeMy WebLinkAboutSP-202-PODIUM-PLAN---AREA-A-Rev.11 2 3 4 5 6 7 G F E D C B A 15'-0"15'-0"30'-0"30'-0"30'-0"15'-0"8 7' - 0"7' - 6" CS MS CS MS CS MS CS MS CS MS CS MS CS 7' - 6"7' - 0" 24 #624 #624 #624 #628 #628 #624 #5 (7) 26 #6 12 #7B 10 #7B 27 #7 10 #7B 24 #7 10#7B 10 #7B 10 #7B 24 #7 24 #7 24 #7 27 #624#620#526#612#7B27#724#627#7(7)12#7B12#7B(TYP.)TYP.10 #5 10 #5 10 #5 10 #5 10 #5 10 #5 10 #5 22 #7 (7)10 #7B 22 #7 8#7B 8 #7B 8 #7B 8#7B 8 #7B21#7 21 #7 21 #7 21 #7 21 #7 24 #5 24 #5 24 #5 24 #5 24 #5 24 #5 24 #5 24 #7 (7) 24 #5 (7) 26 #5 12 #7B 10 #7B 10 #7B 10 #7B 10 #7B 10 #7B27 #7 24 #7 24 #7 24 #7 24 #7 27 #6 26 #6 24 #6 24 #6 24 #6 24 #6 24 #6 22 #76 #7B 10 #7B 10 #7B 10 #7B 10 #7B 10 #7B24 #7 24 #7 24 #7 24 #7 27 #7 (5)12#7B27#724#627#712#7B12#7B12#7B27#724#627#712#7B12#7B12#7B27#724#627#712#7B12#7B12#7B27#724#627#710#7B12#7B12#7B22#724#622#712#7B12#7B24#620#526#624#620#526#624#620#526#624#620#526#624#620#526#612#7B26#624#624#65#7B5#7B12#512#512#5(7)(7)(7)(7)(1)(7)(4) (4) (5)/MATCHLINE1SP-203MATCHLINE7' - 0"7' - 0"7' - 0"7' - 0" (7) 3 SP-402 7'-0"7'-0"7'-0"7'-0"CSMSCSMSCSMSCS3 SP-603 TYP. 4.53.4 4 SP-603 5 SP-603 B108 B107 MSCSB104B104 5 #7B 12 #7B5#7B26#65 #7B 12 #7B5#7B26#65 #7B 12 #7B5#7B26#65 #7B 12 #7B5#7B26#65 #7B 12 #7B5#7B26#65 #7B 12 #7B5#7B26#65#7B5#7B5#7B5#7B5#7B5#7B5 #7B5 #7B5 #7B5 #7B5 #7B10 #7B 12#7B12#7B12#7B12#7B12#7B12#7B12#7B12#7B12#7B12#7B12#7B12#7B27#727 #7 27#727 #7 27#727 #7 27#727 #7 27#727 #7 27#727 #7 28 #6 28 #6 28 #628 #628 #628 #612#7B28 #628 #628 #628 #628 #628 #6 16 #7 26 #6 2 #7B 2#7B2 #7B 2#7B2 #7B 2#7B2 #7B 2#7B2 #7B 2#7B2 #7B 2#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B27#727#727#722#727#727#724#615' - 0"30' - 0"13' - 8 1/2"14' - 6 1/2"14' - 1 1/2"14' - 1 1/2"28' - 3"28' - 3"28' - 3" 12 #712#612#512#67'-0"7'-0"20 #6 (8) (7) (7)12#5(1) (7) (1) (1) (7) (8)26#6(6)26#626#626#626#626#6(6)(6)(6)(6)(6)7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"5' - 3"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"15'-0"15'-0"15'-0"3 SP-402 2 SP-402 (TYP.) 4 SP-603 (SIM.) 2 SP-402 6 SP-603 201 201 202 (TYP.)7'-0"7'-0"7'-0"7'-0"C.S.M.S.C.S.M.S.C.S.M.S.C.S.M.S.C.S.B104B104 2' - 6"2' - 0" 15' - 0"30' - 0"13' - 8 1/2"14' - 6 1/2"14' - 1 1/2"14' - 1 1/2"28' - 3"28' - 3"28' - 3" CS INDICATES TWO-WAY SLAB COLUMN STRIP. REFER TO TYPICAL SLAB DIAGRAMS ON SP-601. MS INDICATES TWO-WAY SLAB MIDDLE STRIP. REFER TO TYPICAL SLAB DIAGRAMS ON SP-601. SLAB POUR STRIP. REFER TO TYPICAL POUR STRIP DETAIL AND NOTES ON SP-502. DIRECTION OF SLAB REINFORCING. BARS NOTED WITH A "B" ARE BOTTOM BARS PLACED IN ADDITION TO TYPICAL BOTTOM MAT REINFORCING. OTHER BARS TO BE PLACED IN THE TOP MAT U.N.O. LEGEND: 4454 Idea Center Blvd Dayton, OH 45430-1500 937.461.5660 Fax: 937.461.0743 Proj. No.: Date: Revisions: Sheet Name: REV DESCRIPTION DATE 02/22/18 BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt3/15/201810:41:32AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/2018 - GARAGE PERMIT 074904 PODIUM PLAN - AREA A SP-202 SCALE : 1/8" = 1'-0"1 PODIUM PLAN - AREA A KEYNOTES 201 TYPICAL PERIMETER BEAM.SEE BEAM SCHEDULE FOR BEAM WIDTH, DEPTH AND REINFORCING REQUIREMENTS. REFERENCE S-601 FOR BAR LENGTHS AND PLACEMENT. 202 DROP BOTTOM OF SLAB AND DROP PANELS 12" FOR A 24" TOTAL THICKNESS. PROVIDE 10'-0" X 10'-0" WIDE DROP PANELS AT EACH COLUMN UNLESS NOTED OTHERWISE. SLAB REINFORCING NOTES: (1)ADD 9 #7 TOP BARS EQUALLY SPACED WITHIN 7'-0" WIDTH CENTERED ON COLUMN. (2)PLACE ADDITIONAL BOTTOM COLUMN STRIP BARS IN BOTTOM OF DROP, EQUALLY SPACED. (3)ADD 6 #7 LONG TOP BARS EQUALLY SPACED WITHIN A 4'-0" WIDTH CENTERED ON COLUMN. (4) ADD 6 #7 LONG TOP BARS EQUALLY SPACED WITHIN A 9'-0" WIDTH CENTERED ON COLUMN. (5) ADD 4 #7 LONG TOP BARS EQUALLY SPACED WITHIN A 8'-6" WIDTH CENTERED ON COLUMN. (6) ADD 5 #7 LONG TOP BARS EQUALLY SPACED WITHIN A 7'-6" WIDTH CENTERED ON COLUMN. (7) EXTEND ALL TOP BARS AS REQUIRED AND PROVIDE CLASS 'B' LAP AT MIDSPAN. (8) EQUALLY SPACE ONE-HALF THE TOTAL NUMBER OF BARS BETWEEN EDGE OF BEAM AND EDGE OF C.S. DRAWING NOTES: [1]REFER TO SP-001 FOR GENERAL NOTES. [2]REFER TO SP-300 SERIES DRAWINGS FOR FOUNDATION AND WALL DETAILS [3]REFER TO SP-700 SERIES FOR FRAMING SECTIONS AND DETAILS. [4]REFER TO SP-500 SERIES DRAWINGS FOR TYPICAL DETAILS [5] REFER TO SP-601 FOR BEAM AND SLAB DIAGRAMS. [6]REFER TO SP-701 FOR TYPICAL COLUMN DETAILS AND BAR ARRANGEMENTS. PLAN NOTES: [1]TOP OF SLAB REFERENCE ELEVATION = 846'-8", UNLESS OTHERWISE NOTED. SLOPE FOR DRAINAGE WHERE REQUIRED. [2]TYPICAL SLAB: 12" THICK TWO-WAY FLAT SLAB PLUS 12" THICK 10'-0"x10'-0" DROP PANELS AT TOP OF EACH COLMN UNLESS NOTED OTHERWISE. [3] PROVIDE CONTINUOUS BOTTOM REINFORCING MAT OF #7 AT 16" O.C. IN EACH DIRECTION. [4] SLAB AND BEAM REINFORCING WITHIN LOADING ZONE "A-A" SHALL BE EPOXY COATED. SEE SHEET SP-209 FOR LIMITS. KEY PLAN A E F B C NORTH D NORTH 0 Issued For Garage Permit 02/22/18