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HomeMy WebLinkAboutS416 - TYPICAL STEEL DETAILS8"8"1' - 0"1' - 6"2' - 0"1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø F1554 GR 55 ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD T/SLAB, PIER WALL OR FTG 8" FOR CONCRETE6" FOR MASONRYPL 3/4"x4"x4" w/ NUT PL 3/4"x4"x4" w/ NUT NOTES: 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR RO D SIZE AND SPACING. 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS. 3. ANCHOR RODS F1554 GR 36k UNO 3"3" SCHEDULE W:SEE SCHEDULEL:SEEPLAN 3/4"Ø ANCHOR ROD DOUBLE NUT GROUT HEIGHT 7/8"Ø 1"Ø 1 1/8"Ø 1 1/4"Ø 1 1/2"Ø 2"Ø 1 1/16"Ø3/4"Ø ANCHOR ROD HOLE DIAMETER 1 3/16"Ø7/8"Ø 1 1/2"Ø1"Ø 1 5/8"Ø1 1/8"Ø 1 3/4"Ø1 1/4"Ø 2"Ø1 1/2"Ø 2 1/2"Ø2"Ø 3"Ø2 1/2"Ø EDGE DISTANCE 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 3" 4" 4 1/2"3"2 1/2"Ø 3" 2" 2" 2" 2" 2" 2" BASE PLATE - SEE SCHEDULE COLUMN 1/4" LEVELING PLATE 3/4" NON -SHRINK, NON - METALLIC GROUT (IF DOUBLE NUTS ARE NOT USED) DOUBLE NUTS -NO LEVELING PLATE REQ'D -SEE SCHEDULE FOR GROUT HEIGHT ANCHOR RODS 5/16 C1 1/4 C2 THRU C4 COMP SLAB DECK BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) CENTERLINE OF GIRDER #4 x 5'-0" @ 1'-0" OC, TOP. CENTER ON BEAM COMP SLAB DECK ORIENTATION MAY VARY GIRDER T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) BUTT DECK TOGETHER @ JOINTS DO NOT OVERLAP PLACE SHEAR CONNECTOR IN DECK VALLEY BEND WWF UP TO SAME LEVEL AS #4 TOP BARS HIGH CHAIR w/ # 4 SUPPORT BAR START NEW SHEET CUT HI-HAT IN FIELD (BY ERECTOR) AS REQ'D PLACE SHEAR CONNECTOR IN CENTER OF GIRDER CENTERLINE OF BEAM COMP SLAB DECK BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) START NEW SHEET CUT HI-HAT IN FIELD (BY ERECTOR) AS REQ'D PLACE SHEAR CONNECTOR IN CENTER OF BEAM WWF IS 1" FROM TOP OF SLAB DECK PARALLEL TO BEAM DECK PERPENDICULAR TO BEAM TYPICAL GIRDER NOTE: DO NOT PLACE CONTROL JOINTS IN SLABS ON METAL DECK NOTE: DO NOT PLACE CONTROL JOINTS IN SLABS ON METAL DECK NOTE: DO NOT PLACE CONTROL JOINTS IN SLABS ON METAL DECK3/4" COVERCONTINUOUS BEAM SIMPLE BEAM (MID COLUMN) COLUMN CENTERLINEBEAM 3/4" THICK CAP PLATE (TYP) 1/4" BRG STIFFENER (ONE EACH SIDE OF WEB) TYP d/23". 3/4"Ø BOLT (4 TOTAL) REF NOTE 5 HSS COLUMN 3/16 MIN 1/4TYP 3/8" SHEAR TAB HSS COLUMN BEAMBEAM 3/4"Ø BOLTS(TYP)1/2" MAX 2 1/2"4" MIN SIMPLE BEAM @ TOP OF COLUMN SIMPLE BEAM @ TOP OF COLUMN 5/8" CAP PLATE BEAM 3/4"Ø BOLTS (TYP) 1/4TYP 3/8" SHEAR TAB WIDE FLANGE COLUMN BEAM 2 1/2"1/2" MAX 4" MIN 5/8" CAP PLATE BEAM 3/4"Ø BOLTS (TYP) 1/4TYP 3/8" SHEAR TAB HSS COLUMN BEAM 2 1/2"1/2" MAX 4" MIN 3/4" A325 BOLTS COLUMN BEAM TYPICAL AT MIDDLE COLUMN TYPICAL AT TOP OF COLUMN CAP PLATE TO MATCH FLANGE CAPACITY, 3/4" MIN M STIFFENERS TO MATCH BEAM FLANGES TAPERED PLATE w/ 3/4"Ø A325 BOLTS (T&B) PLATE AND BOLT COUNT TO MATCH BEAM FLANGE CAPACITY ALTERNATE USING FLANGE PLATES 3/4" A325 BOLTS COLUMN BEAM M STIFFENERS TO MATCH BEAM FLANGES TAPERED PLATE w/ 3/4"Ø A325 BOLTS (T&B) PLATE AND BOLT COUNT TO MATCH BEAM FLANGE CAPACITY ALTERNATE USING FLANGE PLATES M M TYP ANGLE OR BENT PL, CONT w/ 1/2"x4" HS @ 12" OC (MIN PLATE THICKNESS 1/2") ANGLE OR BENT PL, CONT (MIN THICKNESS 1/4") ANGLE OR BENT PL, CONT (MIN THICKNESS 1/4") BEAM DECK CONC SLAB DECK JOIST BEAM DECK BEAM OR JOIST PERIMETER ANGLE FOR EOS < 10" CONCRETE SLAB PERIMETER ANGLE FOR ROOF DECK (BEAM)PERIMETER ANGLE FOR ROOF DECK (JOIST) 3/16 2-12 MAY BE SHOP WELDED 3/16 2-12 MAY BE SHOP WELDED3/16 2 3 1/8" TYP#4 CONT ON HS w/ #4x4'-0" HOOKED BARS @ 8" OC < 10"> 10" PERIMETER ANGLE FOR EOS > 10" CONCRETE SLAB 1/4" GUSSET PLATE (TYP) L3x3x1/4 KICKER w/ 3/4"Ø BOLTS NOTE: SEE SPECIFIC DETAILS FOR KICKERS THIS SIDE #4 CONT ON HS w/ #4x4'-0" HOOKED BARS @ 8" OC FRAMING MEMBERS BEAMS OR JOISTS PROVIDE L3x3x1/4 FOR EDGE OF DECKING SUPPORT FIELD WELD OR SHOP WELD TO OPENING FRAME (4 REQ'D) OPENING ANGLE SIZE FOR OPNG FRAME: HORIZ LEG = 3" VERT LEG = DEPTH OF SLAB THICKNESS = 3/8" MIN NOTES: 1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR WITH OPENING SIZE AND LOCATIONS. 2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. 4. PROVIDE THIS DETAIL FOR OPENINGS UP TO 3'-0" x 3'-0" SQUARE (MAX). 1/4 TYP ANCHOR ROD DIAMETER EMBEDMENT DEPTH HOLE DIAMETER 3/4" 7/8" 1" 1 1/4" 10" 11 1/4" 12 3/8" 15" 13/16" 15/16" 1 1/16" 1 1/2" A36 THREADED ROD (OR HILTI HAS-E ROD) HILTI HIT RE500 ADHESIVE T/CONC +(SEE PLAN) NOTE: 1. INSTALL RODS AND ADHESIVE IN ACCORDANCE w/ MFR'S INSTRUCTIONS 2. CURE TIME OF 4 HOURS IS REQ'D @ 32" TEMP BEVEL ROD END EMBEDMENTMIN5"OR AS REQ'DHOLE DIA COLUMN SECTION COLUMNPLAN TAPERED PLATE w/ 3/4"Ø A325 BOLTS (T&B) BEAM TAPERED PLATE w/ 3/4"Ø A325 BOLTS (T&B) PLATE AND BOLT COUNT TO MATCH BEAM FLANGE CAPACITY BEAM EXTENDED SHEAR PLATE DESIGN FOR REACTIONS ON PLAN T&B OF PLATE, TYP TYP CENTERLINE OF BEAM SILL ANGLE L6x6x1/2 COMP SLAB DECK BEAM 6" T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) BENT PLATE 1/4"x w/ 1/2"Øx6" HS @ 1'-0" OC6"6 1/2" #3 x @ 1'-0" OC 1'-6" 6" TYP 2" TYP6" TYP2' - 0"BEAM CENTERLINEBEAM CENTERLINETYP4' - 0"MAX(2) ADDITIONAL #5 BARS AT PERIMETER OF OPNG PROVIDE 2 1/2" COVER OVER BARS 4' - 0" MAX ADDITIONAL REINFORCEMENT IN COMPOSITE CONCRETE SLAB FOR OPENINGS GREATER THAN 1'-0" AND LESS THAN 4'-0" HSS RAIL SUPPORT ELEVATOR DIVIDER BEAM L3x3x1/4x0'-4" BS (TYP) 1/2" GAP FOR FIELD FIT ELEVATOR PIT W12x22 ELEVATOR DIVIDER BEAM HSS RAIL SUPPORT ELEVATOR DIVIDER BEAM HSS RAIL SUPPORT T/STL +(SEE PLAN) T/STL +(SEE PLAN) T/STL AELEVATOR PIT PLAN SECTION A SCALTE: NTS SEE 6/S403 FOR CONN SEE WALL SCHED AND 3/S403 FOR REINF EMBED PLATE 5/8"x12"x12" w/ (4) 3/4"Ø x 6"HEADED STUDS L4x4x1/4 w/ 3/4"x3" EMBED EXP ANCHORS @ 2'-0" OC TYPICAL ALL SIDES. NOTE: SLAB THICKNESS, DECK TYPE, DECK ORIENTATION MAY VARY. HOIST BEAM CONC WALL (CW) L4x4x1/4 w/ 3/4"x3" EMBED EXP ANCHORS @ 2'-0" OC TYPICAL ALL SIDES. 2-12 2-12 HSS2x2x1/4 w/ 6" GAP AT CENTER OF HOIST BEAM FOR TEMP SUPPORT CHAIN 6" 2"9"2"5"6"5"1' - 4"1' - 1" COL 2A W12x45 COL 3A W12x58 1" A.R. EPOXIED INTO T/PIER SEE 2/S416 (1) THREADED STUD w/ WASHERS WELDED TO PLATE AS REQ'D PER SHEAR WALL SCHED. MULTIPLE STUD/POST @ TIEDOWN ANCHOR, SEE PLAN/SCHEDULE SEE PLAN FOR DECK ORIENTATION & THICKNESS 2x PRESSURE TREATED TO MATCH STUD WIDTH SHEATHING, SEE PLAN/SCHEDULE FOR NAILING REQUIREMENTS (TYP.) TYPICAL DETAILS @ SHEAR WALL HOLD DOWN TO STEEL BEAM HOLD DOWN PER SHEAR WALL SCHEDULE 1/2"x8"x8" EMBED PLATE 1/2"x8" PLATE (TYP) 5/16 TYP 5/16 TYP5/16TYP T/SLAB +(SEE PLAN) (1) THREADED STUD w/ WASHERS WELDED TO PLATE AS REQ'D PER SHEAR WALL SCHED. MULTIPLE STUD/POST @ TIEDOWN ANCHOR, SEE PLAN/SCHEDULE 2x PRESSURE TREATED TO MATCH STUD WIDTH SHEATHING, SEE PLAN/SCHEDULE FOR NAILING REQUIREMENTS (TYP.) TYPICAL DETAILS @ SHEAR WALL HOLD DOWN TO STEEL BEAM HOLD DOWN PER SHEAR WALL SCHEDULE 1/2"x8"x8" EMBED PLATE 1/2"x8" PLATE (TYP) 5/16 TYP 5/16 TYP 5/16TYP T/SLAB +(SEE PLAN) SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE 1/4 2 0 0 ROOF DRAIN (SEE PLUMBING DRAWINGS FOR OPENING SIZE AND LOCATION) BEAM L3x3x1/4 SUPPORT FRAME BEAM 14 GA 24"x24" PANS (SEE MECH) OVERFLOW DRAIN (SEE PLUMBING DRAWINGS FOR OPENING SIZE AND LOCATION) DECK O'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RERSASTATE OF 860325 NNID No.AENIR M I ED EG N TS E Y MOC DE c MEI 19126 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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. © COPY RIG HT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description TYPICAL STEEL DETAILS S416WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 03/13/20 SCALE:S4163/4" = 1'-0" 1TYPICAL ANCHOR ROD DETAILS SCALE:S4163/4" = 1'-0" 3COLUMN BASE DETAIL SCALE:S4163/4" = 1'-0" 4COMPOSITE BEAM DETAILS SCALE:S4163/4" = 1'-0" 5TYP STL BEAM CONNECTIONS SCALE:S4163/4" = 1'-0" 6 TYP CANTILEVER COLUMN MOMENT CONNECTION SCALE:S4163/4" = 1'-0" 8TYP PERIMETER ANGLE CONN SCALE:S4163/4" = 1'-0" 9FLR SLAB FRAMED OPNG DETAIL SCALE:S4161 1/2" = 1'-0" 2POST INSTALLED ANCHOR RODS SCALE:S4163/4" = 1'-0" 7 CANTILEVER COLUMN MOMENT CONNECTION SCALE:S4161" = 1'-0" 10EDGE OF SLAB AT ELEVATOR SCALE:S4161/4" = 1'-0" 12TYP FLOOR OPNG REINFORCING SCALE:S4163/4" = 1'-0" 11ELEVATOR DIVIDER BEAM SECTION SCALE:S4163/4" = 1'-0" 13SLAB AT SHAFTS SCALE:S4163/4" = 1'-0" 14SPECIAL BASE PLATES SCALE:S4163/4" = 1'-0" 15SECTION SCALE:S4163/4" = 1'-0" 16SECTION SCALE:S4163/4" = 1'-0" 17SECTION @ ROOF DRAIN