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