HomeMy WebLinkAboutS521- STEEL COLUMN AND BASE PLATE SCHEDULESQ
S
NOTE USE WELDED PLATE
WASHERSATCOWMNS WHERE
SPECIFICALLV INDICATED.
THREADED PROJECTION —
PER WWMN/ANCHORROD
SCHEDULE
HEX NUT��
& WASHER \ ra
h TOP OF
CONCRETE
FOR COLUMNS TO HAVE NON-SHRINK �
GROUT BASE, PROVIDE LEVELING NIITS,
WASHERS AND SHIMS AS REQUIRED TO
SAFELY PLUMB AND SUPPORT THE
COLUMN UNTIL GROUT HAS ATTAWE�
ITS 28-DAV COMPRESSIVE STRENGTH
SEECOLUMN/BASEPLATESCHEDULEFOR
REQUIRED DIAMETER, QUANTITV. AND LAVOU�
HEX NUT
TACK
w
a �
i �
Z U �
� Q O
W
� Z
� � y
�
0 O O
W U �
0
�
w
� TYPICAL COLUMN ANCHOR ROD DETAIL
5521 N.T.S.
I
B
E Ep EQ E
w
COLUMNPER
PLAN O
w
o-_ _ _ � z
BASE PLATE PER W
COLUMNSCHEDULE � �
w
COLUMN SCHEDULE
Level 04 Level 04
PER PLAN PER PLAN
X
�
Level03 Leve103
PER PLAN PER PLAN
X N
a
� 3 �
0 0 o v e �x`+
� � � � � �
Leve102 Leve102
PER PLAN PER PLAN
0 o y X X
� � � � �
X
�
Leve101 Leve101
PER PLAN PER PLAN
�o��m�
Locatlone q.�, q.3, A-4, C-7, C-Q A-2(6' - 3 3/8"), A-29(0' - G2, H-2, H-8-8, J-2, J-4. G-1-8-$ H-6-2, Hb-B-$
C-9. 0.2. F-1. F2. G42 ] 1/8•') BL.S, B-5. 6-5.5. 6-6 6-0 D2J. D2-5. D2-6 E-4. E-5. E-6. E-8 F3-9 J-5.16. b8. J-8.8 � G-4. G-8 G-5. G-6 J45. J-5.5 HJ. H-8 H-5. H8 J3. J-].1 J-B.5
BasePlate BPi BP4 BP7 BP7 BPS BP3 BP1 BP3 BP3 BP2 BP3 BP3 BP2 BPi BPi
�
rvuwew p�pN
AT FlLLETS
ANDTOES 5/16
rc
a
z
�Ow
W F �
�U�
i� U TOP NUTS / W ASHERS
�aN
r SHIMS AND LEVELING
0 o r NUTS/WASHERS
w
m
y� w w ANCHOR RODS PER
z w COLUMN SCHEDULE
ax
IU
y�
O w HEX NUT (NO WASHER)
�� SECTION TACKWELDNUTTO
ANCHOR ROD, TVP
NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITV TO PROVIDE SUFRCIENT TEMPORARV
SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS /
WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT
AND Cl1RING OF NON-SHRINK GROl1T.
� TYPICAL W COLUMN BASE DETAIL
NTS
w
a
��
O
w
w
COLUMNPER
PLAN
EQ I EQ
PLAN
TOP NUTS
WASHERS
SHIMS AND LEVELING �
NUTSIWASHERS
SHEAR LUG 1 1l2" THICK
x 5" DEEP x 24" LONG
GROUT POCKET 2112" WI�E
x3"DEEPxB+q"LONG
HEX NUT (NO Vv
TACK WELD TO
ROO, TVP
¢ r
w �
a p
oow ��
i �v� ?�
ww�w ax
K O 2 2 U
2d'U NN
ram zrt
r r
za
ANCHOR RODS AND
EMBED LENGTH PER
CO W MN SCHEDULE
SECTION
NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITV TO PROVIDE SUFFICIENT TEMPORARV SUPPORT OF
COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS I WASHERS OR STEEL SHIMS
(OR COMBINATION THEREOF) PRIOR TO PLACEMENT AND CURING OF NON-SHRINK GROUT.
COLUMN BASE DETAIL (WITH SHEAR LU
NTS
BASE PLATE �
PERSCHEDULE il ,
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rv:AlM1`-� .
DATE: O$�Z4�ZO
51i6
COWMNPER � 1 ll2" i V2' BOLTGAGE—
PLAN N AS REQD BV
SUPPORTING
BEAM
PLAN
3/8" STIFFENER
PLATE EACH SIDE
OF BEAM WEB TO
ALIGHN WITH
COLUMNFLANGE
BEAM PER PLAN
°— A325 ANCHOR BOLTS
PER SCHEDULE WI
WASHERS AND NUTS
SECTION
TYPICAL W COLUMN BASE DETAIL ON BEAM
N.T.S.
HOLES
A5]2 GR 50 BASE PLATE
PERCOLUMNSCHEDULE
/NO WELD AT
NO WEL� AT
FlLLETS AND
TOES COLUMN PER —
PLAN
BASE PLATE —
PERSCHEDULE
CO W MN PER
PLAN
BASE PLA1
PER SCHE
�
3/8" STIFFENER
PLATE EACH SI�E
OF BEAM WEB TO
ALIGHN W ITH
COWMN FLANGE
BEAM PER PLAN
�— A325 ANCHOR BOLTS
PER SCHEDULE W/ WASHERS AND NUTS
SECTION
�
BASE PLATE �
PER SCHEDULE I S116
COLUMNPER J 1112" 112' ASRE
PLAN N SUPP
BEAM
PLAN
TYPICAL HSS COLUMN BASE DETAIL ON BEAM
rv.i.a.
PLATE WASHER W/STANDARD —
HOLES 11N0 AT TOP SIDE OF BASE
PLATE (USE LARGER PLATE W HERE
INDICATED ON COLUMN SCHEDULE
OR ANCHOR ROD TABLE)
ANCHOR R0� PER
SCHEDULE
�f � BASE PLATE PER
��4 SCHEDULE
NOTES:
1. THIS DETAIL APPLIES AT ALL COLUMN ANCHOR RODS AT BRACED
FRAMES AND MOMENT FRAMES UNO.
TYPICAL WELDED PLATE WASHER DETAIL
N.T.S.
COLUMN BASE PLATE SCHEDULE
PLATE SIZE ANCHOR RODS EMBED
MARK LENGTH REMARKS
B" X N" X T" QTY DIA
BPi 15"X15"X1" 4 3/4" 12" SEEDETAIL2/5521
BP2 iT'Xi]"X1114" 4 3l4" 12" SEEDETAIL2I5521
BP3 24"X26"X2114" 6 11/2" 24" SEEDETAIL3I5521
BP4 �"X12'X1" 4 3/4" �2' SEEDETAIL2/5521
BPS 10"X19"X1" 4 3/4" NA SEEDETAIL6IS521
ANCHOR ROD TABLE
ANCHOR BASEPLATE MINIMUM MINIMUM MINIMUM NON-SHRMK MM EDGE
WASHER WASHER PROJABOVE GROUT
ROO OIA HOLE DIA OISTANCE, E
SIZE THICKNESS T/CONC BEDTHK
3/4" 1 5/i6" 2" il4" 8" 2" 1 il2"
1" 1 131ifi" 3" 3/8'• 8•' 2" 2'•
1 1/4" 2 1/i6" 3" 1/2'• 10" 3" 2'•
1 1/2" 2 Sli6" 3 U2" il2" 10" 3" 2 i12••
1 3/4" 2 3/4" 4" 5l8" 10" 3" 3"
NOTES'
1. ANCHOR RODS ARE ASTM F1554 GR. 36 UNO.
2 PROVIDE WELDE� PLATE WASHERS IN ACCORDANCE WITH TVPICAL DETAIL AT ALL STEEL
BRACED FRAMES AND MOMENT FR4MES, UNO.
COLUMN BASE PLATE SCHEDULE AND
ANCHOR ROD TABLE
n.ia.
APL�A RODWASHER DIMQ�NSIONSHER
<= 3/6" i16x24/2x2V2
1" 3/Sz3-V2x3412
> 1"TO 15" V2x3-V2x34/2
> �-5" il2<4x4
CCORNERSTONE
:.
� �M�R CR\
■ STRUCTUREPOINT
nc
�
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
�(/ +�t-
m: No.
q�11200647
9 � STFTE Of /
�OSI��
CERTIFIED BY
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
S521
Project Number 2019.00780
STEEL COLUMN AND
BASE PLATE
SCHEDULES