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HomeMy WebLinkAboutSP-203-PODIUM-PLAN---AREA-B-Rev.19 10 11 12 H G F E D C B A 14 14 13.9 13.9 14.1 14.1 8 CS MS CS MS CS MS CS MS CS MS CS MS 28 #6 28 #6 26 #626#624 #6 27 #727#7 12 #7B18 #827 #6 26 #5 22#624# 727 #7 26#620#526#624#626#626#626#620#526#626#620#724#720#725#7(6)8#7B27 #727 #7 12 #7B18 #818 #8 27 #6 TYP.B101B101B101B101E.J. 10 #5 21 #7 24 #5 27 #7 24 #6 27 #7 (5)12#7B22#724#622#712#7B12#7B(7)(4) (4) (5) 10 #5 10 #5 10 #5 10 #5 21#7 21#7 21 #7 27 #6 27 #6 27 #6 8#7B 8 #7B 8 #7B 24#5 24 #5 26 #5 26 #5 27 #6 27 #6 10#7B 24#7 10#7B 28 #6 12 #7B 27 #7 12 #7B 27 #6 27 #6 12 #7B12#7B20#721#720#725#712#7B10#724#65#7B25#726#626#620#527#710#610#510#623#723#724#65#7B5#7B15#615#624#615#615#626#620#526#615#626#6(6)(1)(6)/MATCHLINE 1 SP-106 MATCHLINE /MATCHLINE 1 SP-206 MATCHLINE/MATCHLINE1SP-202MATCHLINEMATCHLINE/MATCHLINE 1 SP-106 MATCHLINE MATCHLINE /MATCHLINE 1 SP-202 /MATCHLINE 1 SP-106 MATCHLINE/MATCHLINE 1 SP-202 /MATCHLINE 1 SP-20612#512#612#612#612#7B27#725#716#612#7B12#7B25#725#725#712#7B12#7B(6)15#615#615#615#615#626#626#620#526#626#626#626#626#620#526#626#626#612#7B27#725#712#7B12#7B25#725#725#712#7B12#7B20#527 #727 #7 10 #7B12 #7B12 #7B 27 #6 27 #727 #7 12 #7B18 #818 #8 27 #6 27 #727 #7 12 #7B 18 #818 #8 27 #6 8 #7B27 #7 27 #7B27 #6 12 #5 25 #5B10 #5 28 #628 #6 26 #5 28 #628 #6 27 #6 28 #6 28 #6 26 #5 27 #527 #5 26 #5 (1)(1)(1)(1) (1) 7' - 0"7' - 0"7'-0"7'-0"(4) (4)25#75#7B5#7B5#7B10 #7B5#7B10 #7B 26 #5 5 #7B8#7B5#7B5 #7B5#7B10 #7B 12#7B10 #7B 5#7B5 #7B 5#7B10 #7B 5#7B10 #7B 1 SP-603 5#7B5 #7B 5#7B10 #7B 5#7B10 #7B 2#7B2 #7B2#7B10 #7B2#7B10 #7B /MATCHLINE1SP-204/MATCHLINE1SP-20410 #5 21#7 2 #7B 24#5 24 #5 8#7B(4)8#7B2 #7B 2#7B2 #7B 2#7B(4) 12 #7B 27#7 27 #7 (4) 27#7 (4) (4) 26#5 26 #7 (4) 5 #7B 27#7 27#7 (4) 26#5 (4) 26 #6 (4) 5 #7B 27 #7 (4) 10 #7B 10#7B 27#7 27 #7 (4) 5 #7B 12 #7B TYP. 13 13 15 26 #5 5#7B3 7/8"9' - 0"2' - 0"2'-4"27'-4"2'-8"10#710#73 SP-6033 SP-603 B104 B104 B105B105B104B104 B101B101B101B101B101B101B101B101B104 13 #8 2#7B26 #5 5#7B30#78#7B6#7B5#7B25#726#628 #6 28 #6 (4) 27 #7 27 #7 (4) 26 #6 26 #6 (4) 27 #7 27 #7 (4)25#710#7B25#710#610#612 #7B 26#65 #7B 12 #7B5#7B26#612 #7B 26#65 #7B 12 #7B5#7B26#612#65 #7B 5 #7B 5#7B12#65#7B5#7B5#7B5 #7B5 #7B5 #7B 25#714#7B12#7B25#714#7B12#7B27#712#7B12#7B27 #725#727 #7 27 #725#727 #7 27 #7 27#727 #7 8#7B28 #6 26 #6 28 #6 5 #7B 28 #6 5 #7B 5#7B26 #5 5 #7B 5#7B5 #7B 5#7B22#7(6)5' - 3"5' - 3"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 4"7' - 0"7' - 0"6' - 9"6' - 7"7' - 0"14'-0"23'-0"7'-0"7'-0"15'-0"15'-0"30'-0"30'-0"30'-0"15'-0"21' - 3"28' - 3"28' - 3"19' - 6"29' - 4 1/2"28' - 3" 1' - 1 1/2"1' - 1 1/2" 27' - 1 1/2" (4) (4)25#7(4)(4) 26 #6 (4) (3) (3) (3)(3) (3) (3) (3)(3) (3)(3)(6)(5)(6)2#6(6)(6)(6)(3) 13 #8B (3)(5)(6)(6)(5)(4)(6)(4)(5)(5)(5)(5)10#68#727#710#7CS MSMS 7 SP-603 3 SP-603 7 SP-603 201 B106 B1068#7B8#7B2' - 3"30'-0"30'-0"30'-0"30'-0"30'-0"15'-0"202 (TYP.)8#7B8#7B30'-0"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.M.S.C.S.B104 5 #7B 5#7B5 #7B 5#7B5 #7B 5#7BTYP. - --- 10 SP-603 TYP. 10 SP-603 TYP.10 SP-603 TYP. TYP. 10 SP-603 TYP. 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.rvt5/8/20182:25:31PMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603201/30/18 - GARAGE PERMIT 074904 PODIUM PLAN - AREA B SP-203SCALE : 1/8" = 1'-0"1 PODIUM PLAN - AREA B 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) EXTEND EVERY OTHER TOP BAR AND PROVIDE CLASS 'B' LAP AT MIDSPAN. (6) ADD 5 #7 LONG TOP BARS WITHIN A 7' 6" WIDTH CENTERED ON A COLUMN. (6) eXTEND ALL TOP BARS AS REQUIRED AND PROVIDE CLASS 'B' LAPAT MIDSPAN. 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 1 1 0 Issued For Garage Permit 02/22/18 1 Issued For General Revision 05/08/18