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HomeMy WebLinkAboutS502 STEEL SCHEDULES, SECTIONS & DETAILSOPNG OPNG #4 x 5'-0" @ 2'-0" OC CENTER OVER GIRDER DECK GIRDER FILLER AS REQUIRED, TYP FLOOR SLAB PER PLAN FLOOR GIRDER PER PLANTO REBAR1" CLRT/BEAM PER PLAN HEADED STUDS WHERE INDICATED TO REBAR1" CLR#4 X 5'-0" @ 2'-0" OC, CENTER OVER BEAM HEADED STUDS WHERE INDICATED COLUMN BEYOND FLOOR BEAM PER PLAN T/BEAM PER PLAN BEAMS AT INTERIOR COLUMN LINES GIRDERS WITH FRAMING ON BOTH SIDES NOTES: 1. REINFORCEMENT SHOWN ON THIS DETAIL IS IN ADDITION TO ALL OTHER INDICATED REINFORCEMENT, UNO. 2. CONCRETE CONTRACTOR SHALL SECURELY CHAIR ALL REINFORCEMENT PRIOR TO CONCRETE PLACEMENT AND MAINTAIN PROPER REINFORCEMENT POSITIONING THROUGHOUT THE CONCRETE PLACEMENT.1/2"COPE VERT LEG AT CORNER L2-1/2x2-1/2x3/16 3/163/16 3/16 1/2"PLAN AT INSIDE CORNER WITH JOIST SUPPORTED EDGE MEMBER PLAN AT CORNER WITH BEAM SUPPORTED EDGE MEMBER L2 1/2 x 2 1/2 x 3/16 3/16 3/163/16 L2-1/2x2-1/2x3/16 x 0'-4" FIELD WELD TO COLUMN END PLATE 1/2"COPE HORIZONTAL LEG AT COLUMN HORIZ AND VERT LEG L2-1/2x2-1/2x3/16 x 0'-4" FIELD WELD TO COLUMN END PLATE COPE HORIZONTAL LEG AT COLUMN HORIZ AND VERT LEG PLAN AT CORNER WITH JOIST SUPPORTED EDGE MEMBER HORIZ AND VERT LEG COPE HORIZONTAL LEG AT COLUMN 3/16 L2-1/2x2-1/2x3/16 3/16 PLAN AT BEAM SUPPORTED EDGE MEMBER PLAN AT JOIST SUPPORTED EDGE MEMBER 3/16 TYP 3/16 3/16 TYP HORIZ AND VERT LEG COPE HORIZONTAL LEG AT COLUMN L2-1/2x2-1/2x3/16 1/2" 1/2" PLAN PER PLANPERPLAN PER PLANPERPLANPERPLAN PER PLAN PER PLAN PER HORIZ AND VERT LEG SLAB ON METAL DECK PER PLAN 3/16 2-12 BENT PL TO CONT PL CONT BENT PL 1/4 x 4 x T T/SLAB PER PLAN CMU WALL PER PLAN CONT PL1/4 x 6 W/ 1/2" DIA x 4" STUDS @ 16" OC. EMBED IN SOLID- GROUTED CMU. PERIMETER FASTENERS PER STEEL DECK SCHEDULE CONT BOND BEAM W/ (1) #5 BAR TNOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. THIS DETAIL APPLIES FOR DECK PERPENDICULAR, PARALLEL AND SKEWED TO PERIMETER WALL, UNO. SEE PLANS FOR DECK SPAN DIRECTION. CAP PL1/8, MIN RECTANGULAR HSS PIPE OR HSS RECTANGULAR HSS CAP PL1/8, MIN BEAM COLUMN / BRACE INTERSECTION 1/8 1/8 1/8 CAP PL1/8, MIN NOTES: 1. PROVIDE CAP PLATES AT ALL EXPOSED ENDS OF ALL HSS AND PIPE MEMBERS. 2. PROVIDE CAP PLATES FOR ALL COLUMNS WHETHER EXPOSED TO VIEW OR NOT. PIPE / ROUND HSS 1/8 CAP PL1/8, MIN PIPE / ROUND HSS CAP PL1/8, MIN 1/8 CMU WALL PER PLAN BEAM PER PLAN GROUT SOLID AFTER SETTING BEAM PL3/4x6x1'-0" AT 8" CMU W/ (2) 1/2" DIA X 6" HEADED STUDS POSITION EDGE OF PLATE FLUSH WITH CMU WALL FACE AT BEAM SIDE AS SHOWN GROUT SOLID BELOW BEAM BEARING 24" (MIN) WIDE X FULL HEIGHT OF WALL, CENTERED UNDER BEAM 2 1/2" 3/16 2 3/16 2 STIFFENER PL 3/8 EACH SIDE BEAM PER PLAN CAP PL 3/4 (4) 3/4" DIA A325 BOLTS COLUMN PER PLAN SEE PLAN NOTE 2 JOIST OR BEAM SPACING PER PLAN NOTE 3, TYP MECHANICAL RTU ON PREFABRICATED CURB (BY MECH CONTRACTOR) L4x4x1/4 FRAME UNDER FULL PERIMETER OF MECH UNIT CURB AND AS REQUIRED FOR DECK SUPPORT AT OPENINGS (SEE NOTE 2) JOIST OR BEAM SPACING PER PLAN 3/16 2 MIN TYP 3/16 TYP FRAME MEMBERS WELD DETAIL 1/2" MAX COPE DETAIL RTU WITH LONG DIRECTION PERPENDICULAR TO FRAMING 6'-0" OC MAXNOTE 4NOTES: 1. COORDINATE UNIT SIZE, LOCATION AND REQUIRED OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION. FASTEN DECK TO OPENING FRAME @ 6" OC MAX AROUND UNIT PERIMETER AND AROUND PERIMETER OF ALL OPENINGS. 2. PROVIDE SUPPLEMENTAL DECK SUPPORT ANGLE AT OPENINGS IF DECK CANTILEVER SPAN EXCEEDS 1'-0". 3. FOR FRAME ANGLE BEARING LOCATIONS ON STEEL JOISTS THAT DO NOT OCCUR AT PANEL POINTS, SEE "TYPICAL JOIST REINFORCING DETAIL" FOR REINFORCING REQUIREMENTS. 4. PROVIDE INDICATED RTU SUPPORT FRAMING NOT TO EXCEED SPACING INDICATED SPANNING BETWEEN ADJACENT ROOF FRAMING MEMBERS. COPE AND WELD DETAIL AT INTERIOR FRAMING 1/2" MAX INTERIOR FRAMING MEMBER 3/163/16 RTU CURB RTU CURB SUPPORTING FRAMING, TYP CONNECTION OF RTU CURB TO SUPPORTING FRAMING PER MECHANICAL CONTRACTOR. PROVIDE NON-COMBUSTIBLE SHIMS/BLOCKING AS REQUIRED TO MAINTAIN UNIFORM BEARING ON SUPPORTING FRAMING, TYP. BLOCKING/SHIMMING UNDER RTU CURB STEEL JOIST OR BEAM PER PLAN, TYP EXISTING STEEL FRAMING PER PLAN (FIELD VERIFY) SPACING PER PLAN FRAMING FRAMING PER PLAN OPENING FRAMING WELD DETAILS 1/4 L6X4X3/8 (LLV) FRAME, UNO INSTALL TIGHT TO EXISTING SLAB ON METAL DECK 1/2" MAX1" MAX 1" MIN1/2" MAX1/4 RADIUS COPE -NO SHARP CORNERS OPENING FRAMING TIGHT TO SLAB ON METAL DECK 3/8" GUSSET PLATE SLAB ON METAL DECK PER PLAN FRAMING PER PLAN 3/8" GUSSET PLATE 1/4 OPENING FRAME MEMBERS (FIELD VERIFY) CONTRACTOR NOTE: VERIFY SIZE AND LOCATION OF OPENINGS WITH TRADE(S) REQUIRING OPENINGS PRIOR TO INSTALLATION OF OPENING FRAMING. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 05/20/2021 7/2/2021 5:07:07 PMS502 STEEL SCHEDULES, SECTIONS, AND DETAILS 2021.00173 07/02/2021 CONSTRUCTION DOCUMENTS ARTISTIC COMPOSITE PALLETS -PHASE 2 4518 WEST 99TH STREET CARMEL, IN 46032 N.T.S.S502 1 TYPICAL SLAB ON METAL DECK REINFORCING OVER INTERIOR GIRDERS AND BEAMS AT INTERIOR COLUMN LINES N.T.S.S502 2 TYPICAL EDGE ANGLE / BENT PLATE SUPPORT AT COLUMNS N.T.S.S502 5 TYPICAL SLAB SUPPORT ON PERIMETER CMU WALL N.T.S.S502 4 TYPICAL HSS / PIPE CLOSURE PLATE DETAIL N.T.S.S502 3 TYPICAL BEAM BEARING ON (PERPENDICULAR TO) CMU WALL N.T.S.S502 6 TYPICAL CANTILEVER BEAM BEARING N.T.S.S502 7 TYPICAL RTU SUPPORT N.T.S.S502 8 TYPICAL SLAB ON METAL DECK OPENING (EXISTING FRAMING) REVISION SCHEDULE NO. DESCRIPTION DATE 09/16/21