HomeMy WebLinkAboutS543- SIDEPLATE COLUMN DETAILS, A TYPEINTELLECTl1AL PROPERTV RIGHTS NOTICE
The SIDEPLATE� s�eel (rame connection system is covered by one or more of U.S. Pa�. Nos. 6,138,42]; 6,516,583; 6,591,573;
],1]8,296; 8,122,6]i', 8,122,6�2; 8,146,322; 8,1]6,10Q 8,205,408; antl 9,091,Ofi5 antl Poreign coun�erparts.
Other U.S. and foreign appliwtions pentling.
SIDEPLATE� is a regis�eretl tratlemaB of MiTek Holtlings, Inc., an affiliate of SitlePla�e Sys�ems, Inc.
Copyright O 2020 SidePlate Systems, Inc All righls reserved. Without limitation, this drawing and ihe information hereon may °
be usetl onty following paymen� of a license fee to SidePla�e Sys�ems, Inc. and for the tlesign, cons�mc�ioq operatioq repair, o
maln�enance,res�orabon ortlemoll0on of�he bulltling(s)specl�cellyltlenllfietl. „��o�os �
CCORNERSTONE
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SEE NOTE 3
SIDE PLATE (
SEE NOTE 2
FRONT ELEVATION
� SLOPED DOWN CONNECTION (AS APPLICABLE)
�'J N.T.S.
NOTElS7:
L FOR BEAM SLOPES> 1"PER F00T, CONTACT SIDEPLATE SVSTEMS, INC.
2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION.
3. AT CONTRACTOR'S �ISCRETION, SI�E PLATE {A} MAV BE CUT AS SHOWN.
ti
W ELO {2} t VT'
SEE NOTE 3
SI�E PLATE {A} � , i i
FRONT ELEVATION
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
"v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�2O
_ i.o.sreE�
E�.
BOTTOM
OF BEqryl�
T.OSTEEL�
EL.
�� BOTTOM�
1 MAX�
— O OF BEAM
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NO�S�:
1. FOR BEAM SLOPES � 1" PER FOOT, CONTACT SI�EPLATE SVSTEMS, INC.
2. COORDINATE PLATES, ANGLES, AND DIMENSIONS W ITH RESPECT TO THE SLOPE OF THE CONNECTION.
3. AT CONTRACTOR'S DISCRETION, SIDE PLATE {A� MAV BE CUT AS SHOW N.
� SLOPED UP CONNECTION (AS APPLICABLE)
�"J N.T.S.
COLUMN PANEL ZONE DESIGN QNCHES) SIDE PLATE {A} EXTENSION DESIGN QNCHES)
COLUMN WELD BEAM PLATE ANGLE WELD BOLT
ID {p} {A} {G} (87
SERIES SHAPE GAP DIAMETER HORIZO NTAL G S
SUGGESTED HORIZONTAL VERTICAL
SIZE THICKNESS B � SRE LEG LEG SIZE
A10 W14x 3l8 Wi6X3fi 2 SIB 193/8 1 LSX3-0I2X5/8 3-0/2�06 4�06 3/B 1118 2 2118 41/2
A11 W14x 3I8 Wi6X36 2 SIS 193/8 1U2 LSX3-0I2X5/8 3-V2�o6 4�06 5/16 11/8 3 2118 41/2
A20 W14x 3/8 W21X50 2 Sl8 243/8 15/8 LSX3-1/2x5/8 34/2to6 4to6 3I8 11/8 3 21I8 4V2
A30 W14x 3/8 W24X62 2 5I8 2I1/4 i5I8 L5X3-1/2x5/8 34/2to6 4to6 51i6 11/8 3 21I8 4V2
NOTE(S):
1. IF L5X3-1/2X98 MATERIAL FOR ANGLE (G} IS NOT AVAIL4BLE A SUBSTITUTE SIZE MAV BE USE� SUCH AS L6X4X5/8 - W HICH MAV ALSO HELP PROVIDE ADDITIONAL DECK SUPPORT PER 3 I 554�
� A TYPE COLUMN CONNECTION SCHEDULE
� 2 N.T.S.
PLAN VIEW
W ELD �2) + 1@" I
SEE NOTE 2
FRONT ELEVATION
�i�e = nuu uw.. iin"
lGLE(G},TYPICAL
PLATE {A) TO COLUMN FLANGE,
)CATIONS
E {G), (2) LOCATIONS
ISOMETRIC
A
SEENOTE3 e0
+�
3AP � w
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BOL
Sl2
T.O.STEEL
EL.
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w
w�
op
mY
_ BOTTO�
OF BEAM
1 1/4" X 1 V2" j SLOTTED HOLE
AT SIDE PLATE {A�, TVPICAL
ANGLE lG7 TO SIDE
PLATE �A}, (2) LOCATIONS
SIDE PLATE �A), (2) LOCAI
PLACE ONE PATENT STIC
OUTSIDE FACE OF CO W �
SIDE ELEVATION
COORDINATE ANGLE (G}
OPoENTATION W ITH DECK
SUPPORTASNEEDED
NO�S1:
1. THE +l- 1/4 INCH TOLERANCE FOR PLACEMENT OF ANGLES (G] IS TO ENSURE CORRECT TOP OF STEEL PLACEMENT RELATIVE TO THE CENTERLINE OF THE BOTTOM HORIZONTAL ROW OF BOLT HOLES. THE PLACEMENT OF
ANGLES {G} SHALL NEVER BE MEASUREO FROM THE BOTTOM EDGE OF SIDE PLATE {A} TO ESTABLISH THE CORRECT TOP OF STEEL.
2. THE 1I21NCH OVERHANG ON THE SIDE PLATE {A) IS TO ENSURE SUFFlGENT ROOM FOR WELD (2}, THE +/-TOLERANCE IS APPLIED SO THAT IF DESIRED, THE DETAILER CAN MAKE THE SIDE PLATES {A} THE SAME LENGTH
WITH SLIGHTLV VARV WG COLUMN DEPTHS WITHIN A GROUP OF THE SAME CONNECTION ID'S.
3. OIMENSION A= GAP+(HORIZONTAL BOLTS)'(S)
A TYPE BOLTED CONNECTION
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
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COVERING SIDEPLATE
CONNECTION DESIGNS
CERTIFIED BY
ISSUANCEINDEX
DATE:
05.222020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
SIDEPLATE COLUMN
DETAILS, A TYPE
S543
Prqect Number 2019.00780