HomeMy WebLinkAboutS503 STEEL COLUMN SCHEDULE & BASE PLATE DETAILST/SLAB T/SLAB
100' - 0" 100' - 0"
T/STL MEZZ T/STL MEZZ
113' - 8" 113' - 8"
Column Locations
A.1-1.1 A.1-1.6 A.8-1.1 A.8-1.6 B.9-1.1 B.9-1.4 C.3-1.2 C.3-1.6 C.6-1.3 C.6-1.6 A.1-E2 C.6-E2HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16HSS6X6X5/16BP1 BP1 BP1 BP1 BP1 BP1BP1BP1BP1 BP1HSS6X6X5/16HSS6X6X5/16BP1 BP1
BASE PLATE
PER COLUMN
SCHEDULE
COLUMN PER
PLAN
5/16
TOP NUTS / WASHERS
NON-SHRINK GROUTANCHOR RODS PER
COLUMN SCHEDULE
PLAN SECTION
HEX NUT (NO WASHER)
TACK WELD NUT TO
ANCHOR ROD, TYPPROJECTION PERNOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUFFICIENT TEMPORARY
SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS /
WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT
AND CURING OF NON-SHRINK GROUT.
SHIMS AND LEVELING
NUTS / WASHERS
E EQ EQ E
B
E EQ EQ ENSCHEDULEPER SCHEDULELENGTHEMBEDTHREADEDANCHOR ROD PER
SCHEDULE
PLATE WASHER W/ STANDARD
HOLES UNO AT TOP SIDE OF BASE
PLATE (USE LARGER PLATE WHERE
INDICATED ON COLUMN SCHEDULE
OR ANCHOR ROD TABLE)
BASE PLATE PER
SCHEDULE
NOTES:
1. THIS DETAIL APPLIES AT ALL COLUMN ANCHOR RODS AT BRACED
FRAMES AND MOMENT FRAMES UNO.
PLATE WASHER DIMENSIONS
ANCHOR ROD DIA
<= 3/4"
1"
REQD PLATE WASHER
1/4x2-1/2x2-1/2
3/8x3-1/2x3-1/2
WELD SIZE
1/4"
1/4"
SEE TABLE
FOR FILLET
WELD SIZE
THREADED PROJECTION
PER COLUMN / ANCHOR ROD
SCHEDULE
HEX NUT
& WASHER
HEX NUT
TACK WELD
SEE COLUMN / BASE PLATE
SCHEDULE FOR REQUIRED
DIAMETER, QUANTITY, AND
LAYOUT
TOP OF
CONCRETE
FOR COLUMNS TO HAVE NON-SHRINK
GROUT BASE, PROVIDE LEVELING NUTS,
WASHERS AND SHIMS AS REQUIRED TO
SAFELY PLUMB AND SUPPORT THE
COLUMN UNTIL GROUT HAS ATTAINED
ITS 28-DAY COMPRESSIVE STRENGTH
PER COLUMN / ANCHOREMBEDMENT LENGTHROD SCHEDULENOTE: USE WELDED PLATE
WASHERS AT COLUMNS WHERE
SPECIFICALLY INDICATED.1/2" COLUMN BASE PLATE SCHEDULE
MARK
PLATE SIZE
BP1
B" X N" X T"
ANCHOR RODS
QTY DIA
REMARKS
12" X 12" X 3/4" 4 3/4"
EMBED
LENGTH
12" SEE DETAIL
ANCHOR ROD TABLE
ANCHOR
ROD DIA
BASEPLATE
HOLE DIA
3/4"
MINIMUM
WASHER
SIZE
MINIMUM
WASHER
THICKNESS
MINIMUM
PROJ ABOVE
T/CONC
NON-SHRINK
GROUT
BED THK
1 5/16" 2" 1/4" 7" 2"
MIN EDGE
DISTANCE, E
1 1/2"
NOTES:
1. ANCHOR RODS ARE ASTM F1554 GR. 36 UNO.
2. PROVIDE WELDED PLATE WASHERS IN ACCORDANCE WITH TYPICAL DETAIL AT ALL STEEL
BRACED FRAMES AND MOMENT FRAMES, UNO.
/3 S503
OF PANEL POINT
STEEL JOIST PER PLAN ROOF TOPLOADIF THIS DIMENSION IS MORE THAN 3"
ADD REINFORCING AS SHOWN.
WELD TO TOP AND BOTTOM CHORDS
(2) L2x2x3/16
3/16
3 SIDES, TYP
(2) L2x2x3/16
DECK PER PLAN
STEEL JOIST PER PLAN
HANGINGLOAD3/16
3 SIDES,
TYP OF PANEL POINT
NOTE 1
DECK PER PLAN
NOTES 1, 2
NOTES:
1. PROVIDE REINFORCING AS SHOWN FOR ALL CONCENTRATED LOADS GREATER THAN 100
LBS APPLIED TO UNTOPPED DECK OR DIRECTLY TO STEEL JOIST. IF THE TOTAL WEIGHT OF
MULTIPLE CONCENTRATED LOADS APPLIED IN A SINGLE PANEL BETWEEN PANEL POINTS
EXCEEDS 100 LBS, PROVIDE REINFORCING AS SHOWN.
2. REINFORCING AS SHOWN IS NOT REQUIRED FOR LOADS APPLIED TO TOP SURFACE OF
SLABS ON METAL DECK, UNO.
3. FOR EXISTING JOISTS, FIELD VERIFY INSTALLATION CAN BE PERFORMED AS INDICATED.
NOTIFY STRUCTURAL ENGINEER TO COORDINATE ALTERNATE REINFORCEMENT DETAIL(S)
IF EXISTING JOIST MEMBER LAYOUT WILL NOT PERMIT INSTALLATION AS SHOWN.
IF THIS DIMENSION IS MORE THAN 3"
ADD REINFORCING AS SHOWN.
WELD TO TOP AND BOTTOM CHORDS
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
7/2/2021 5:07:08 PMS503
STEEL COLUMN
SCHEDULE AND BASE
PLATE DETAILS
2021.00173
07/02/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
COLUMN SCHEDULE
N.T.S.S503
3 TYPICAL HSS COLUMN BASE DETAIL
N.T.S.S503
2 TYPICAL WELDED PLATE WASHER DETAIL
N.T.S.S503
4 TYPICAL COLUMN ANCHOR ROD DETAIL
N.T.S.S503
1 COLUMN BASE PLATE SCHEDULE AND ANCHOR ROD TABLE
T/SLAB T/SLAB
N.T.S.S503
5 TYPICAL JOIST REINFORCING DETAIL (CONCENTRATED LOAD NOT AT PANEL POINT)
2
2
REVISION SCHEDULE
NO. DESCRIPTION DATE
2 ADDENDUM 2 07/02/2021
09/16/21
