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HomeMy WebLinkAboutS522-STEEL-FRAME-ELEVATIONS-Rev.2FRAME LOAD KEYV = VERTICAL REACTION (K) (PER PLAN) H = HORIZONTAL REACTION (K) (PER LOAD MAPS) M = IN-PLANE MOMENT (K-FT)(PER ELEVATION) Level 010' - 0"Level 0216' - 0"Level 0332' - 0"Level 0442' - 0"Level 0552' - 0"Level 0662' - 0"Level 07 (ROOF)73' - 6"19121815W24X76 (BF)W24X76 (BF)W24X76 (BF)W24X76 (BF)W24X94 (BF)COLUMN PERSCHEDULE, TYPCOLUMN PERSCHEDULE, TYPW12X26W14X3027' - 9 1/2"8' - 10"17' - 1"1' - 10 1/2"HSS6X6X1/4W27X84 (BF)HSS6X6X5/8HSS6X6X5/812' - 0"3' - 9 1/2"12' - 0"HSS18X6X5/8H S S 18X 6X 5/8HSS12X6X5/8H S S 1 2 X 6 X 5 /8 HSS6X6X1/2HSS6X6X1/2HSS6X6X3/8HSS6X6X3/8HSS6X6X1/4HSS6X6X1/4S5313S5315S5318OPPHD330K T OR C330 K T O R C 235K T OR C235 K T O R C 185K T OR C185K T OR C135K T OR C135K T OR C100K T OR C100K T OR C70K T OR C70K T OR C15K T OR CS5314OPPHDLevel 010' - 0"Level 0216' - 0"Level 0332' - 0"Level 0442' - 0"Level 0552' - 0"Level 0662' - 0"Level 07 (ROOF)73' - 6"17121522' - 0"8' - 10"13' - 2"COLUMN PERSCHEDULE, TYPCOLUMN PERSCHEDULE, TYPW12X19W14X30W21X68 (BF)W21X68 (BF)W21X68 (BF)W21X68 (BF)W21X68 (BF)HSS6X6X1/2HSS6X6X1/2HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4W24X68 (BF)HSS6X6X1/4S5313OPPHDS5315OPPHDS531870K T OR C70K T OR C70K T OR C65K T OR C65K T OR C55K T OR CLevel 010' - 0"Level 0216' - 0"Level 0332' - 0"Level 0442' - 0"Level 0552' - 0"Level 0662' - 0"Level 07 (ROOF)73' - 6"2623211725W12X40 (MF)W27X94 (MF)W12X40 (MF) (LOW)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)W12X40 (MF)56' - 0"14' - 0"14' - 0"14' - 0"14' - 0"COLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULEW44X290 (MF)M = 85M = 85M = 85M = 85M = 235M = 235M = 85M = 85M = 85M = 85M = 260M = 260M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 85M = 80M = 80M = 80M = 80M = 80M = 80M = 80M = 80M = 70M = 70M = 70M = 70M = 70M = 70M = 70M = 70S5016M = 85T/WALL -1' - 4"T/WALL -2' - 0"6' - 9"T/WALL -3' - 8"2Level 010' - 0"Level 0216' - 0"Level 0332' - 0"Level 0442' - 0"Level 0552' - 0"Level 0662' - 0"Level 07 (ROOF)73' - 6"16131027' - 7 1/2"14' - 0"13' - 7 1/2"COLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULECOLUMN PERSCHEDULEW12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)W12X58 (MF)M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 75M = 65M = 65M = 65M = 65M = 50M = 50M = 50M = 50S5016M = 757' - 6"2ADD #3No.11500704BRADLEYG.CUR TS P R O FESS IONALENGINEERREGISTERED INDIANASTATE OFDRAWING NO.DATEASI PROJECT NO.DRAWING TITLE3555 NW 58TH StreetSuite 700-WOklahoma City, OK 73112T: 405.848.9549F: 405.848.9783www.gsb-inc.comCopyright © GSB, Inc S52206/04/18STEEL FRAME ELEVATIONS2017.01823CARMEL, INCARMEL, INHOTELCARMICHAELAT CITYCENTERARCHITECTGSB, INC3555 NW 58th Street, Suite 700WOklahoma City, OK 73112405 / 848-9549CIVIL ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075STRUCTURAL ENGINEERAmerican Structurepoint, Inc7260 Shadeland StationIndianapolis, IN 46256317 / 547-5580MEP ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075INTERIOR DESIGNERHBA Hirsch Bedner Associates171 17th Street NW, Suite 600Atlanta, GA 30363404 / 873-4379FOOD SERVICE CONSULTANTRicca Newmark Design5325 South Valentia WayGreenwood Village, CO 80111303 / 928-1333ISSUED FOR CONSTRUCTION 3/16" = 1'-0"S5222BRACED FRAME ELEVATION (LINE M) 3/16" = 1'-0"S5223BRACED FRAME ELEVATION (LINE R) 3/16" = 1'-0"S5224MOMENT FRAME ELEVATION (LINE Y) 3/16" = 1'-0"S5221MOMENT FRAME ELEVATION (LINE B)REVISIONSNO. DATE DESCRIPTION2 11/30/2018 General Revisions