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HomeMy WebLinkAboutS200 - PLAN DETAILS43 B.2 C.3 D D.5 E F D.2 1.80.1 3.2 B.3 C.4 D.6 3.11.5 C.8 D.9 E.3 32'-4 1/4"1'-4 3/4"19'-6 3/4"2'-11"8'-9 1/2"3'-4 1/2"22'-8"18'-10"10"19'-4"3'-4"4'-9 3/4"11'-3 1/4"14'-7" 11 1/2" 4'-9"2'-0" 5 1/4"2'-3 1/4" 9'-0 1/2" 6F5 TF 2'-4" 6F5 TF 2'-8" 6F5 TF 3'-4" W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 W10x33 BP3 / AR1 6F5 TF 3'-4" 6F5 TF 3'-4" 6F5 TF 3'-4" 6F5 TF 3'-4" W10x33 BP3 / AR1 W10x33 BP3 / AR1 0.7A 0.7B TP 3'-10" P1 P1 TP 4'-2" P1 TP 4'-10" P1 TP 4'-10" P1 P1 TP 5'-2" TP 5'-2" P1 TP 4'-10" P1 TP 4'-10" TP 4'-10" P1 6F5 TF -0'-4" P1 TP 4'-6" 5 S302 2'-6"2'-6"2'-6"10"18'-10"2'-6"TW 5'-2" TF 3'-0" NOTE: FOR FOUNDATION NOTES, SEE S101. 43 B.2 C.3 D D.5 E F D.2 D.7 1.80.1 3.2 B.3 C.4 D.6 3.11.5 C.8 D.9 E.3 14'-7" 11 1/2" 4'-9"2'-0" 5 1/4"2'-3 1/4" 9'-0 1/2"32'-4 1/4"1'-4 3/4"19'-6 3/4"2'-11"8'-9 1/2"3'-4 1/2"22'-8"18'-10"10"19'-4"3'-4"4'-9 3/4"11'-3 1/4"0.7A 0.7B HSS16x8x3/8W14x43W14x43W14x43 W6x25W6x25W6x25 W14x43W14x26 (SLOPES)W14x26W14x26 (SLOPES) W14x26 (SLOPES) W14x26 (SLOPES)W14x26W14x43W6x25W14x43 W14x43 W14x43W6x25W6x25E.6 AA 5 S501 ● 7 S501 TB 20'-7 1/2"W14x26TB 20'-1 1/2"NOTE: T.B. ELEVATION = 17'-0 1/2" FOR W14x43 MEMBERS T.B. ELEVATION = 16'-4 1/2" FOR W6x25 MEMBERS 4 S501 EP1 AT 3'-0", TYP EP1 EP1 EP1 EP1 AT 3'-0", TYP EP1 AT 3'-0", TYP6 1/2"6 1/2"6 1/2"0" 2'-9 1/2" 6 S501 6 1/2"2'-9"SEE 8/S501CLADDING1 / S521CLADDING 2 / S520CLADDING2 / S521EP1 EP2TB 17'-0 1/2"45.00°4 5 .0 0 °1'-7 1/4", SIMSEE 8/S501 W14x43 TB EPX INDICATES SPAN OF 1 1/2", 20 GA METAL ROOF DECK. INDICATES SPAN OF 3", 20 GA METAL ROOF DECK. INDICATES SPAN OF 3 1/4" LWC ON 3", 20 GA COMPOSITE METAL FLOOR DECK. INDICATES TOP OF BEAM ELEVATION. INDICATES EMBEDDED PLATE MARK. SEE DRAWING S500 FOR DETAILS. INDICATES BEAM TO HSS COLUMN MOMENT CONNECTION. SEE S500 SERIES DRAWINGS FOR CONNECTION DETAIL. INDICATES BEAM TO W COLUMN MOMENT CONNECTION. SEE S500 SERIES DRAWINGS FOR CONNECTION DETAIL. INDICATES BEAM THROUGH GIRDER MOMENT CONNECTION. SEE S500 SERIES DRAWINGS FOR CONNECTION DETAIL. INDICATES EDGE OF DECK. STRUCTURAL STEEL FRAMING NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50". 2. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, CONCRETE SCHEDULES, DESIGN INFORMATION, AND LOADING CRITERIA. 3. SEE S401 FOR ELEVATOR HOIST BEAM DETAIL. 4. SEE DRAWING S500 FOR STRUCTURAL STEEL DETAILS. 5. SEE SPECIFICATION SECTION 099701 FOR REQUIRED FINISH ON EXPOSED STRUCTURAL STEEL. LEGEND A B EOD C HSS6x4x1/4 (LSV) HSS6x4x1/4 (LSV)C8x11.5C8x11.5HSS6x4x1/4 (LSV)HSS6x4x1/4 (LSV)2" EOD 11'-6"2" EOD 2" EOD5'-6 1/4"2" EODA 6 S500 ●TYP NOTES: 1. T/STEEL ELEV = 66'-6" 10 S500 ● 9 S500 ● 10 S500 ● 10 S500 ● B 7 5/8"19'-4"7 5/8"7 5/8"8'-8"7 5/8" TW 71'-6" TW 71'-6" TW 71'-6" TW 70'-2" 10 S500 ● 9 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 9 S500 ● 10 S500 ● B BW8x18 W8x18W8x18TB 64'-4"TB 64'-4"TB 64'-4"TW 71'-6"7 5/8"8'-11"8'-11 3/8"7 5/8"8'-7 3/4"7 5/8"7 5/8" ELEV. SUPPLIER 3'-3 1/2" COORD. W/ 4'-6 1/2" 7 5/8" 10'-5 1/8" 7 5/8" TW 71'-6"TW 71'-6" TW 70'-2" TW 66'-2" TW 66'-2" TW 64'-10" 9 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 9 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 10 S500 ● 9 5/8"8'-9 1/4"7 5/8"BB B 10 S500 ● W8x18 W8x18W8x18TB 64'-4"TB 64'-4"TB 64'-4"TW 66'-2" TW 64'-10" TW 64'-10" TW 71'-6" TW 71'-6" TW 70'-2" TW 71'-6" TW 60'-3"TW 66'-2"7 5/8"8'-7 3/4"7 5/8"8'-11 3/8"9'-10 7/8"7 5/8"12'-0 7/8"7 5/8"7 5/8" 4'-6 1/2" ELEV. SUPPLIER 3'-3 1/2" COORD. W/ DBE 60'-3" SLOPES TW 66'-2" DBE 61'-0" 9 S500 ● HIGHLOW 10 S500 ● 10 S500 ● 9 S500 ● 10 S500 ● B TW 71'-6" TW 71'-6" TW 71'-6" TW 70'-2" 8 S500 TYP 9 S500 ● SIM 1'-2 3/32"1'-6"1 '-0 " R 1'-3"1'-6"1'-6"W8x15, TYP C SEE 8/S401 A6 S500 ● NOTES: 1. T/STEEL ELEV = 66'-6" TYP C8x11.5 C8x11.5 HSS6x4x1/4 (LSV)HSS6x4x1/4 (LSV)HSS6x4x1/4 (LSV)HSS6x4x1/4 (LSV) 2" EOD 7'-6 3/16"2" EOD 2" EOD12'-2 3/8"2" EODTHIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:19:26 PMS200 PLAN DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/8" = 1'-0"1 PORTE COCHERE FOUNDATION PLAN SCALE: 1/8" = 1'-0"2 PORTE COCHERE FRAMING PLAN SCALE: 1/4" = 1'-0"3 PLAN DETAIL - MEP DOGHOUSE SCALE: 3/16" = 1'-0"4 NW STAIR TOWER ROOF PLAN SCALE: 3/16" = 1'-0"5 SW STAIR/ELEVATOR TOWER ROOF PLAN SCALE: 3/16" = 1'-0"6 SE STAIR/ELEVATOR ROOF PLAN SCALE: 3/16" = 1'-0"9 NE STAIR TOWER ROOF PLAN SCALE: 3/16" = 1'-0"7 PLAN DETAIL - TRASH ROOM SCALE: 1/4" = 1'-0"8 PLAN DETAIL - MEP DOGHOUSE Revision ID Transmittal Set Date Transmittal Set Name