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HomeMy WebLinkAboutSP-207-PODIUM-PLAN---AREA-F-Rev.116 17 19 20 22 23 24 L K J M M.S.14'-0"M.S.CSMSCSMS24#622#622#626#528#726#722#724#612#7B24#722#725#727#612#828 #6 26 #528 #628 #626 #626 #626#626 #6 26 #5 26 #5 24 #6 24 #6 5 #7B5 #7B5 #7B5 #7B5 #7B 26 #6 (6) 22 #722 #722 #722 #722 #7 2 SP-402 14'-0"30'-0"30'-0"30'-0"CS7'-0"/MATCHLINE 1 SP-104 /MATCHLINE 1 SP-107 /MATCHLINE 1 SP-104 MATCHLINE MATCHLINE /MATCHLINE 1 SP-204 MATCHLINE /MATCHLINE1SP-206MATCHLINE24#624#624#626#524#622#622#626#524#622#622#624#626#622#622#612#526#613#522#6B26#526#626#622#625#624#710#7B10#7B10#7B7#7B24#722#722#724#612#824#722#722#724#612#828#722#722#724#612#828#726#720#624#612#7B12#7B22#721#722#56#7B10#7B24#612#612#612#612#614 #7B27 #7 24 #627 #727 #710 #7B24 #724 #724#724 #7 10 #7B10#7B10#7B 12 #7B 12 #7B 14 #7B27 #7 24 #612 #722 #74 #7B22 #722 #722 #7 4 #7B4 #7B 24 #7 4 #7B 3 #7B 21 #7 24 #621 #721 #721 #721 #720#6 8 #7B 12 #5 28 #7 26 #526 #626 #6 22 #7 26 #5 12 #7 22 #622 #622 #6 26 #5 5 #7B 8 #7B 8 #7B 8 #7B10#7B5#7B5#7B5#7B5#7B7 #7B 10 #7B 8 #7B8 #7B8 #7B8 #7B 10#7B12#7B10#7B10#7B10#7B14#7B10 #7B 5#7B5 #7B K.6 N 16.6 17.6 18.6 19.6 20.6 9' - 8 1/4"9' - 8 1/4"9' - 8 1/4" 18' - 6 3/4"28' - 3"28' - 3"28' - 3"28' - 3"37' - 11 1/4"30' - 0"15' - 0" 21 4 #7B 22#724 #7 20 #6 24#618 20x248' - 8"8' - 2" 17' - 9 1/2"8' - 2"7'-51/2"10 #6 22#79' - 8 1/4"9' - 8 1/4" 12 #5 12 #5 24#524#424#412 #5 12 #5 14 #5 14 #5 22 #610#7B26 #610#7B26 #610#7B26 #610#7B26 #610#7B26 #610#7B5 #7B5#7B5 #7B5#7B5 #7B5#7B5 #7B5#7B26 #615#7B5#7B5 #7B 12#826 #6 7#7B5 #7B 12#826 #6 5#7B5 #7B 12#826 #6 7#7B5 #7B 7#7B5 #7B7#7B5#7B 7#7B5#7B 7#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B 5#7B5 #7B CS 18' - 6 3/4"MS CS MS CS MS CS MS CS MS CS MS CS 7' - 0"7' - 0"7' - 0"7' - 0" B104 B104 B104 B10419'-10"5"23'-0"2'-0"5#177 #7B 2#7B7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1 SP-4023 SP-402 3 SP-402 1 SP-402 (TYP.) 28' - 3"28' - 3"28' - 3"28' - 3"28' - 3"28' - 3"30' - 0" 18' - 8 3/8"9' - 6 3/4" 201 B106 B106 202 (TYP.)(5)(6)(6)(6)(6)(5)(6)(5)(6)(6)(5)(6)(5)(6)(6)(6)(6)(6)(5)(5)(6)12 #5 5 #7B (6)(4) (6) (6) (6) 12 #7 (5) (5) (6) (5) (6)5#77'-0"7'-0"(SIM.)(SIM.) 8 SP-603 8 SP-603 8 SP-6031'-0"1'-0"B104B104 B104 B101B101B101 B101B101 B106 B1047' - 6" 2' - 0"4'-0"12#7B28 #7 M.1 K.8 B106 B1066' - 0"3' - 6" 1 1 1 1 1 1 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.rvt5/8/20182:20:13PMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/18 - GARAGE PERMIT 074904 PODIUM PLAN - AREA F SP-207 SCALE : 1/8" = 1'-0"1 PODIUM PLAN - AREA F 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. (5) ADD 5#7 LONG TOP BARS EQUALLY SPACED AND CENTERED ON COLUMN WITHIN A 7'-6" WIDTH (6) EXTEND ALL BARS AS REQUIRED AN DPROVIDE CLASS 'B' LAP AT 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. NORTH KEY PLAN A E F B C NORTH D 0 Issued For Garage Permit 02/22/18 1 Issued For General Revision 05/08/18