HomeMy WebLinkAboutS501 STEEL SCHEDULES, SECTIONS & DETAILSBENT PL1/4 x T x (EOS
DIM -1") CONT WITH 1/2" DIA
X 6" HEADED STUDS @ 1'-6"
OC
#4 @ 1'-6" OC
HOOKED BARS
EOS <= 1'-3"
PER PLAN
EOS
BENT PL1/4 x T x (EOS DIM -1")
CONT WITH 1/2" DIA HEADED
STUDS @ 1'-6" OC
L3x3x1/4 BRACE
@ 4'-0" OC MAX
L3x3x1/4 KICKER
@ 4'-0" OC MAX
6"
PER PLAN
EOS
EOS > 1'-3" UP TO 2'-6"
(DECK SPAN PERPENDICULAR)
6" CLR WHERE WALL
SYSTEM TERMINATES AT
UNDERSIDE OF SLAB
1" CLR WHERE WALL
SYSTEM BYPASSES SLAB
EDGE
L3x3x1/4 BRACE
@ 4'-0" OC MAX L3x3x1/4 KICKER
@ 4'-0" OC MAX
6"
PER PLAN
EOS
EOS > 1'-3" UP TO 2'-6"
(DECK SPAN PARALLEL)
6" CLR WHERE WALL SYSTEM
TERMINATES AT UNDERSIDE OF
SLAB 1" CLR WHERE WALL
SYSTEM BYPASSES SLAB EDGE
1
2 MIN
3/16 3 MIN
TYPTT BENT PL1/4 x T x (EOS DIM -1")
CONT WITH 1/2" DIA X 6"
HEADED STUDS @ 1'-6" OC
L4x4x1/4 x 1'-3" AT KICKER
LOCATIONS. ANCHOR TO
SLAB WITH (2) 1/2" DIA
EXPANSION ANCHORS
CENTERED ON DECK
FLUTE, 3" EMBEDMENT,
TYP. INCREASE ANGLE
LENGTH AS NECESSARY
FOR SKEWED CONDITIONS.T#4 @ 1'-6" OC
HOOKED BARS
NOTES:
1. FOR EDGE OF SLAB DISTANCES EXCEEDING LIMITS SHOWN, CONTACT STRUCTURAL
ENGINEER FOR REVIEW AND DO NOT FABRICATE WITHOUT PRIOR REVIEW AND APPROVAL.
3/16 2-12
TYP
3/16 2-12
TYP
1" CLR#4 CONT
2'-0"1" CLR2'-0"1" CLR2'-0"
#4 @ 1'-6" OC
HOOKED BARS
#4 CONT
#4 CONT
1 1/2"1 1/2" 1 1/2"1"
FACE OF EX
CONSTRUCTION
1"
FACE OF EX
CONSTRUCTION
1"
FACE OF EX
CONSTRUCTION
SLAB ON METAL DECK SCHEDULE
S1
MARK SLAB
REINFORCING NOTES
6x6-W1.4xW1.4 WWR
NOTES:
1. CONCRETE TO BE NORMAL WEIGHT, UNO.
2. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS.
3. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS.
4. DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSIBLE. WHERE THREE SPAN CONDITION IS NOT POSSIBLE,
NOTIFY STRUCTURAL ENGINEER PRIOR TO FABRICATION OF DECK SO THAT EVALUATION OF THE LESSER SPAN CONDITION(S) CAN BE PERFORMED.
5. FOR DECK SPANS 5'-0" OR LESS, PROVIDE ONE SIDELAP FASTENER AT MID-SPAN OF EACH JOIST OR BEAM SPACE.
FOR DECK SPANS EXCEEDING 5'-0", PROVIDE SIDELAP FASTENERS AT 3'-0" OC, MAX. USE DECK MANUFACTURER'S RECOMMENDED PUNCHED
SIDELAPS FOR COMPOSITE DECK AND NON-NESTING FORM DECK,UNO. USE #10 TEK SCREWS AT DECK WITH NESTED SIDELAPS, UNO.
6. PROVIDE DECK WITH ALL PROPERTIES MEETING OR EXCEEDING THE INDICATED BASIS OF DESIGN DECK.
1 1/2"
DECK
HEIGHT
20 GA
GAUGE
COMPOSITE
TYPE
GALV
FINISH
SUPPORT
FASTENER
TYPE
5/8" DIA
PUDDLE WELDS
SUPPORT
FASTENER
PATTERN
36-4
SIDELAP
FASTENER
TYPE
SEE NOTE 5
SUPPORT FASTENER
TYPE PER SCHEDULE
SIDELAP FASTENER
TYPE AND PATTERN
PER SCHEDULE
BEAM OR
JOIST
PROVIDE SUPPORT FASTENERS AT
PARALLEL PERIMETER FRAMING AT
SAME SPACING AS ADJACENT
SIDELAP FASTENERS
SHEE
T
WI D T H
SUPP
O
RT FAST
EN E R
PAT T ER N PE
R
SC HEDU
L
E
SE
E
P
L
A
N
SEE PL
AN
SE
E
PL
A
N
36" COVERAGE
36/4 PATTERN
FASTENER PATTERN DIAGRAM
SIDELAP
FASTENER
PATTERN
SEE NOTE 5
SLAB THICKNESS DEFINITION AND REINF PLACEMENT
SUPPORT FASTENER PATTERN DEFINITION
COMPOSITE DECK:
PLACE REINF 3/4" CLEAR
FROM TOP OF SLAB
FLOOR DECK
4"
SLAB
T
TSUPPORT
FASTENERS
@ 12" OC MAX
PERIMETER EDGE FASTENING
NON-COMPOSITE FORM DECK:
PLACE REINF AT MID-DEPTH OF
CONCRETE ABOVE DECK FLUTES
NOTE:
SUPPORT ALL REINF ON CHAIRS TO MAINTAIN PROPER
POSITION THROUGHOUT CONCRETE PLACEMENT.
30" COVERAGE
30/4 PATTERN
BASIS OF DESIGN
DECK (NOTE 6)
VULCRAFT 1.5VL2050 KSI
YIELD
STRENGTH
Fy
OPNG/
DEPRESSION
2'-0" TYP2" CLR, TYP
(1) #3, TYP
PROVIDE STANDARD
HOOK IF OPENING IS LESS
THAN 2'-0" FROM EDGE OF
SLAB, TYP
OPNG/
DEPRESSION
2" CLR, TYP
(1) BENT #4 MIN,
TYP
SMALL OPENING LARGE OPENING
NOTES:
1. VERIFY ALL OPENINGS (INCLUDING PIPING/ CONDUIT
PENETRATIONS) NOT SHOWN ON STRUCTURAL DRAWINGS
WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
2. REINFORCEMENT SHOWN ON THIS DETAIL IS IN ADDITION TO
ALL OTHER INDICATED REINFORCEMENT, UNO.
3. CONCRETE CONTRACTOR SHALL SECURELY CHAIR ALL
REINFORCEMENT PRIOR TO CONCRETE PLACEMENT AND
MAINTAIN PROPER REINFORCEMENT POSITIONING
THROUGHOUT THE CONCRETE PLACEMENT. (2'-0" x 2'-0" MAX) (LARGER THAN 2'-0" x 2'-0", UNO)OPENING WIDTHOR DIAMETER + 4"2'-0"2'-0"135.00°135.00°BENT BAR DIMENSIONS
ADDITIONAL REINFORCEMENT PLACEMENT
AT SLABS ON METAL DECK WITH WWR
TIE ADDITIONAL
REINFORCEMENT TO
BOTTOM OF WWR
#4 x 4'-0", TYP
1
1 EQ
EQ
BARS ON BOTTOM LAYER ARE
SHOWN DASHED FOR CLARITY
ADDITIONAL REINFORCEMENT PLACEMENT
AT SLABS ON METAL DECK WITHOUT WWR
ADDITIONAL REINFORCEMENT 1" CLRREINFORCEMENT AT OPENING/DEPRESSION 3"OPENING PER PLAN
WALL PER PLAN
(2) #4 BAR x 2'-6"
TYP
(2) #4 BAR x 2'-6"
TYP
WALL OPENINGSRE-ENTRANT CORNERS EQ EQ2" CLR3"
2
"
CLR
SLAB EDGE OR
CONSTRUCTION
JOINT, TYP
2" C LR 3"1
1
1
1
NOTES:
1. WHERE ANY CONDITION DOES NOT CONFORM TO THE LIMITS SHOWN, USE A PERMISSIBLE REINFORCED OR FRAMED OPENING.
2. ROUND OPENINGS MAY BE BLOCKED OUT PRIOR TO CONCRETE PLACEMENT OR CORED AFTER PLACEMENT.
3. SQUARE OR RECTANGULAR OPENINGS MUST BE BLOCKED OUT PRIOR TO CONCRETE PLACEMENT. POST-INSTALLATION CUTTING OF
SLAB CONCRETE FOR SQUARE OR RECTANGULAR OPENINGS IS NOT PERMITTED.
4. DO NOT CUT DECK OR OPENING UNTIL CONCRETE SLAB HAS REACHED A MINIMUM OF 75% OF ITS 28-DAY COMPRESSIVE STRENGTH.
5. NOT MORE THAN ONE SET OF GROUPED PENETRATIONS ALIGNED PARALLEL TO DECK SPAN IN ANY SINGLE FRAMING SPACEFRAMING PER PLAN8" DIA OR 8"x8"
MAX OPENING
BTWN OPNGSNOT LESS THAN4'-0" CLEAR MINISOLATED PENETRATIONS BTWN OPNGSNOT LESS THAN4'-0" CLEAR MINGROUPED PENETRATIONS
ALIGNED PARALLEL TO
DECK SPAN
SEE NOTE 5
1'-6" MAX
2" MIN
8" MAXBTWN GROUPSNOT LESS THAN4'-0" CLEAR MIN8" MAXGROUPED PENETRATIONS
NOT ALIGNED PARALLEL
TO DECK SPAN
UNREINFORCED OPENINGS
NOTES:
1. WHERE ANY CONDITION DOES NOT CONFORM TO THE LIMITS SHOWN USE A PERMISSIBLE ANGLE-
FRAMED OR BEAM-FRAMED OPENING.
2. FORM/BLOCK OUT OPENING BUT DO NOT CUT DECK UNTIL CONCRETE HAS REACHED ITS 28-DAY
STRENGTH.
3. NOT MORE THAN ONE SUCH OPENING PARALLEL TO DECK SPAN IN ANY SINGLE FRAMING SPACE.
REINFORCED OPENINGS
(2) #4 @ 3" OC
CHAIRED 3/4" ABOVE
SURFACE OF DECK
(2) #4 PLACED IN FIRST
FULL DECK FLUTE
EACH
SIDE OF OPNG
CHAIRED 3/4" ABOVE
SURFACE OF
DECK FLUTE FRAMING PER PLANFRAMING PER PLANFRAMING PER PLANFRAMING PER PLANFRAMING PER PLANDECK SPAN
8" MAX
2" MIN8" DIA OR 8"x8"
MAX OPENING
TYP
3'-0" MIN 3'-0" MAX
FRAMING PER PLANTYP3'-0" MIN1'-6" MAX ADJACENT OPENINGNOT LESS THAN4'-0" TO ANYSEE
NOTE 3
2" TYP
CENTERLINE OF
SUPPORT
2"2"
COPE ANGLE TO BEAR
ON TOP OF SUPPORT
FORM EDGE OF
OPENING AS REQ'D3'-0" MAXANGLE-FRAME OPENINGS
PER PLAN
OPENING
DECK SPAN
WELDED ANGLE FRAME
FOR DECK SPAN UP TO 6'-0", USE L4X4X1/4
FOR DECK SPAN >6'-0" UP TO 10'-0", USE L6X4X5/16 (LLV)
NOTES:
1. WHERE ANY CONDITION DOES NOT CONFORM TO THE LIMITS SHOWN USE A
PERMISSIBLE BEAM-FRAMED OPENING.
2. FORM/BLOCK OUT OPENING BUT DO NOT CUT DECK UNTIL CONCRETE HAS REACHED A
MINIMUM O F75% OF ITS 28-DAY STRENGTH -OR -DECK SUPPLIER PROVIDE GAUGE
METAL POUR STOP AROUND ENTIRE PERIMETER OF OPENING.
8" DIA OR 8"x8"
MAX OPENING
8" DIA OR 8"x8"
MAX OPENING
DECK SPAN DECK SPAN
FRAMING PER PLANDECK SPAN FRAMING PER PLANFRAMING PER PLANDECK SPAN
NOT LESS THAN
2'-0" CLEAR TO
SLAB EDGE, TYP
NOT LESS THAN
2'-0" CLEAR TO
SLAB EDGE, TYP
NOT LESS THAN
2'-0" CLEAR TO
SLAB EDGE, TYP
CONTRACTOR NOTE: IF ANY CONDITIONS ARE ENCOUNTERED THAT PREVENT INSTALLATION OF OPENINGS PER THE DETAILS
ABOVE, CONTACT THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF SLAB CONCRETE FOR FURTHER INSTRUCTION.
INSTALLATION OF OPENINGS OTHER THAN AS DIRECTED BY THE STRUCTURAL ENGINEER WILL BE AT THE CONTRACTOR'S RISK.
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
7/2/2021 5:07:05 PMS501
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.S501
2 PERIMETER EDGE OF SLAB SUPPORT
N.T.S.S501
1 SLAB ON METAL DECK SCHEDULE
N.T.S. S501
3 TYPICAL ADDITIONAL SLAB ON METAL DECK REINFORCEMENT AT RE-ENTRANT CORNERS
N.T.S.S501
4 TYPICAL SLAB ON METAL DECK OPENING DETAILS
REVISION SCHEDULE
NO. DESCRIPTION DATE
09/16/21