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HomeMy WebLinkAboutS500 - TYPICAL STEEL DETAILS2"2"2"2"2"4"2"THEORETICAL BEAM CENTERLINE A572 GR 50 1/2" PLATE CENTERLINE OF (4) -3/4" Ø x 4" LONG HEADED STUDS EP1 2"4"4"2"3"6"6"3"THEORETICAL BEAM CENTERLINE A572 GR 50 3/8" PLATE CENTERLINE OF (6)3/4" DIA. x 6" LONG HEADED STUDS EP2 EP3 THEORETICAL BEAM CENTERLINE EP4 EP5 8" 2"2"2"2"2"6"6"2"A572 GR 50 1/2" PLATE CENTERLINE OF (6) -3/4" Ø x 4" LONG HEADED STUDS 8" THEORETICAL BEAM CENTERLINE 2"6"6"2"2"6"6"2"A572 GR 50 1/2" PLATE CENTERLINE OF (9) -3/4" Ø x 4" LONG HEADED STUDS 1'-4"1'-0" 2"8"2"2"8"2"A572 GR 50 1/2" PLATE CENTERLINE OF (4) -3/4 Ø x 4" LONG HEADED STUDS NOTE: PROVIDE HOT DIP GALVANIZED ASSEMBLIES WHERE PROJECTED PORTION IS EXPOSED TO EXTERIOR OR UNCONDITIONED ATMOSPHERE. AR2PROJECTION8" THREADS AND(2) HEAVY HEX NUTS AND 1/2" x 2 1/2" x 2 1/2" A572 GR 50 PLATE WASHERS TOP OF FOUNDATION, CONCRETE COLUMN, CONCRETE PIER OR CONCRETE BEAM ASTM F1554 GR36 1" DIAMETER ANCHOR ROD HEAVY HEX NUT TACK WELD1'-0"AND PROJECTION10" THREADS(2) HEAVY HEX NUTS AND 1/2" x 3" x 3" SQUARE OR 1/2" x 3" DIA ROUND A572 GR 50 PLATE WASHERS TOP OF FOUNDATION, CONCRETE COLUMN, CONCRETE PIER OR CONCRETE BEAM ASTM F1554 GR36 1" DIAMETER ANCHOR ROD HEAVY HEX NUT TACK WELD1'-6"AR1 36/7 OR 24/5 PATTERN AT ALL INTERMEDIATE SUPPORTS (2) SIDELAP CONNECTIONS (HILTI S-SLC-01 FASTENERS) BETWEEN EACH SUPPORT TYPICAL (MAX SPACING 3'-0") NOTES: 1. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 2. SUPPORTS MAY BE WIDE FLANGE BEAMS, STEEL JOIST OR COLD FORMED LIGHT GAGE METAL FRAMING (WIDE FLANGE CONDITION SHOWN). 3. FASTEN THRU MULTIPLE SHEETS AT ALL ENDS AND SIDE LAPS. 4. DECK UNITS SHALL BE CONTINUOUS OVER AS MANY SPANS AS THE STRUCTURAL STEEL LAYOUT WILL PERMIT. 5. USE HILTI X-HSN 24 FASTENERS AT JOIST AND X-ENP-L15 AT WIDE FLANGE BEAMS, PLATES AND ANGLES 1/4" THICK OR GREATER AND #10 SCREWS AT COLD FORMED METAL FRAMING SUPPORTS. S H E E T W ID T H 3 6 " M A X IM U M 36/7 OR 24/5 PATTERN AT ALL END LAP SUPPORT POINTS AND BUILDING PERIMETER (ONE ATTACHMENT PER 6" PARALLEL TO DECK SPAN) 1 3/4" 1 3/4"1 3/4" 4"1 3/4"1 3/4"4"1 3/4"1 3/4"1 3/4"1/2" x 2 1/2" x 2 1/2" PLATE WASHER, TYP. SEE PLAN FOR ANCHOR ROD INFORMATION 3 1/2"7 1/2"11"3/4" BASE PLATE 5/16 1/4" WELD PLATE WASHER TO BASE PLATE AFTER COLUMN IS PLUMBED AND GROUTED IN PLACE SEE PLAN FOR COLUMN SIZE 11"4"7"7"4" 3"7"7"3"3"7"7"3"1/2"x3"x3" PLATE WASHER, TYP. SEE PLAN FOR ANCHOR ROD INFORMATION 10"10"1'-8"1"x20"x1'-8" BASE PLATE 5/16 1/4" WELD PLATE WASHER TO BASE PLATE AFTER COLUMN IS PLUMBED AND GROUTED IN PLACE SEE PLAN FOR COLUMN SIZE 1'-8" 2"6"6"2"2"6"6"2"1/2"x3"x3" PLATE WASHER, TYP. SEE PLAN FOR ANCHOR ROD INFORMATION 1"x16"x1'-4" BASE PLATE 5/16 1/4" WELD PLATE WASHER TO BASE PLATE AFTER COLUMN IS PLUMBED AND GROUTED IN PLACE SEE PLAN FOR COLUMN SIZE 1'-4"1'-4"BP1 BP2 BP3 2"2"2"2"2"5"5"2"1/2"x3"x3" PLATE WASHER, TYP. SEE PLAN FOR ANCHOR ROD INFORMATION 4"4"1'-2"1"x8"x1'-2" BASE PLATE 5/16 1/4" WELD PLATE WASHER TO BASE PLATE AFTER COLUMN IS PLUMBED AND GROUTED IN PLACE SEE PLAN FOR COLUMN SIZE 8" BP4 7"7"G7.6 3 1/4" LWC ON 3" COMPOSITE METAL DECK; SEE PLAN FOR ORIENTATION CONT. L4x4x5/16 WITH 5/8"x0'-5" HILTI SCREW ANCHORS AT 24" OC TWO COURSE BOND BEAM CONNECT COMPOSITE DECK TO PERIMETER ANGLE PER SPEC SEE PLAN 2" MIN METAL ROOF DECK 3/16 2-12 1/4" BENT PLATE CONTINUOUS3"BEAM PER PLAN NOTES: 1.LOCATION OF BENT PLATE EDGE SHALL BE ADJUSTED IN FIELD TO WITHIN AISC TOLERANCES FOR ADJUSTABLE ITEMS (+/-3/8") FROM THEORETICAL CENTERLINE OF BEAM (NOT ERECTED CENTERLINE OF BEAM). AT ELEVATOR SHAFTS LOCATE WITHIN (+/-1/2") FROM INTERIOR OF SHAFT. ROOF DECK PER PLAN ROOF DECK EDGE FASTENING PER "TYPICAL ROOF DECK FASTENING" DETAIL CONT. 1/2"x4" PLATE WITH 1/2" Ø x 4" HAS AT 16" MASONRY WALL MASONRY WALL CONT. L4x4x5/16 WITH 5/8"x0'-5" HILTI SCREW ANCHORS AT 24" METAL ROOF DECK PER PLAN 1/2" MAX 5/16 5/16 1/2" CAP PLATE, CLIP INSIDE CORNER 1/4 5 L4x4x1/2x8"5/16 HSS COLUMN PER PLAN HSS BEAM PER PLAN DECK BEARING ELEVATION HSS COLUMN SEE PLANS OR SCHEDULE FOR SIZE AND DECK BEARING ELEVATION AROUND 3/8" ALL 3/4" CAP PLATE . THIS 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 2:20:15 PMS500 TYPICAL STEEL DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1 1/2" = 1'-0"1 EMBED PLATE DETAILS SCALE: 1 1/2" = 1'-0"4 TYPICAL ANCHOR ROD DETAIL SCALE: 1" = 1'-0"5 TYPICAL ROOF DECK FASTENING - HILTI FASTENERS SCALE: 1 1/2" = 1'-0"3 BASEPLATE DETAILS SCALE: 1 1/2" = 1'-0"8 SECTION SCALE: 1" = 1'-0"6 TYPICAL ROOF DECK EDGE DETAIL SCALE: 1" = 1'-0"9 TYPICAL CONNECTION AT CONCRETE CMU WALL SCALE: 1" = 1'-0"10 TYPICAL CONNECTION AT CMU WALL SCALE: 1" = 1'-0"2 TYP HSS COL TO HSS BEAM MOMENT CONNECTION SCALE: 1" = 1'-0"7 TYP TOP OF HSS COLUMN WITH CAP PLATE DETAIL 3 GALVANIZED WITH MINIMUM 4" BEARING EACH END. 2. PROVIDE LINTELS FOR ALL OPENINGS 1'-4" AND GREATER. 1. SEE ARCHITECTURAL AND MEP DRAWINGS FOR OPENING LOCATIONS AND SIZES. L2 8'-8" L7x4x3/8 L1 6'-0" L5x3 1/2 x 3/8 (LLV) MARK MAX SPAN SIZE LOOSE LINTEL SCHEDULE NOT-TO-SCALE11LINTEL SCHEDULE Revision ID Transmittal Set Date Transmittal Set Name