HomeMy WebLinkAboutS544- SIDEPLATE COLUMN DETAILS, B TYPEINTELLECTl1AL PROPERTV RIGHTS NOTICE
The SIDEPLATE� s�eel freme connection system is covered by one or more of LL5. Pa�. Nos. 6,138,42]; 6,516,583; 6,591,573;
],ll8,296; 8,122,6]i; 8,122,6�2; 8,146,322; 8,1]6,10Q 8,205.408; and 9,097,065 and Poreign coun�erpahs.
Olher LLS. and forei9n applications pentling.
SIDEPLATE� is a regis�ered �rademark of MiTek Holdings, Inc., an affiliate ot SidePla�e Systems, Inc.
Copyright0 2020 SidePlate Systems, Ina All righls reserved. Wilhout limitation, ihis drawing and ihe infortnalion hereon may �
be usetl onty following paymen� of a license fee to SitlePla�e Sys�ems, Inc. antl for �he tlesign, cons�mc�ion, operation, repair, _
malntenance, restorebon or tlemolltlon otihe bulltling(s) epeclflcally ltlentlfletl. .,v,oco, ,
CCORNERSTONE
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12
�1 MAX BOTiOM
Q p OF BEAM�
� GAP � S/2
SIDE PLATE (A}
SEE NOTE 3
FRONT ELEVATION
NO�S�:
1. FOR BEAM SLOPES> 1" PER FOOT, CONTACT SIOEPLATE SVSTEMS, WC.
2 COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION.
3. BEGIN SLOPE OF SIDE PLATE AT OUTSIDE FACE OF COLUMN FL4NGE, TVPICAL NOTE THAT SLOPE OF SIDE
PLATE W ITHIN THE COW MN EXTENTS MAV NOT MATCH SLOPE OF BEAM.
� SLOPED DOWN CONNECTION (AS APPLICABLE)
�J N.T.S.
SEE NOTE 3
— 1�
T.OSTEEL�hI
EL. Y
12 gOTTOM�.
1 MAX�
— O OF BEAM�J
�nPo Sl2
SIDE PLATE {A)
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�.va�� .
DATE: O$�Z4�2O
NO�S�:
1. FOR BEAM SLOPES> 1" PER FOOT, CONTACT SIOEPLATE SVSTEMS, WC.
2 COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION.
3. BEGIN SLOPE OF SIDE PLATE AT OUTSIDE FACE OF COLUMN FLANGE, TVPICAL NOTE THAT SLOPE OF SIDE
PLATE W ITHIN THE COLUMN EXTENTS MAV NOT MATCH SLOPE OF BEAM.
� SLOPED UP CONNECTION (AS APPLICABLE)
�"J N.T.S.
CO W MN PANEL ZONE DESIGN QNCHES) SIDE PLATE (A) EXTENSION �ESIGN QNCHES)
COLUMN WELD BEAM PLATE ANGLE WELD BOLT
ID �p} {A) (G} {8}
SERIES SHAPE GAP DIAMETER HORIZO NTAL G S
SIZE THICKNESS B y SUGGESTED HORIZONTAL VERTICAL SIZE
SIZE LEG LEG
610 W14x 3/8 W16%36 2 5/8 19318 1 LSX3-112%5l8 34/2to6 4to6 5/i6 11/8 2 21I8 4112
871 W14x 3/8 Wi6X36 2 5/8 19318 1112 LSX3-1/2X518 3412to6 4�06 5/16 1i18 3 21/8 4i12
820 W14x llifi W21X50 2 5/8 24318 i518 LSX3-0I2X98 3-012to6 4106 3l8 11I8 3 21/8 4112
B30 W14x 3/8 W24X62 2 5/8 2]il4 i518 LSX3-0I2X98 3-012to6 4106 5/16 1118 3 21/8 41/2
NOTE(S�:
1. IF L5X3-V2%5/B MATERIAL FOR ANGLE (G� IS NOT AVAILABLE. A SUBSTITUTE SIZE MAV BE USED SUCH AS L6X4%5/8 - W HICH MAV AL50 HELP PROVIDE ADDITIONAL DECK SUPPORT PER 3 I 5547
C� B TYPE COLUMN CONNECTION SCHEDULE
N.T.S.
O O O
�\IJ
HOLE SIZE = BOLT DIA. + 1I8"
AT ANGLE (G�, TVPICAL
FLANGE,
O O O
PLAN VIEW
A
SEE NOTE 2 �
GAP
O
A�
eF
SEE NOTE 2 � Q
.�
GAP � N
— — — �
m II II
Sl2 ORIZ. ROWS HORIZ. RON
� � �
GAP + 5/2 GAP + Sl2
FRONT ELEVATION
PLACE ONE PATENT STICKER ON THE
OUTSIDE FACE OF COLUMN FLANGE
ISOMETRIC
SIDE ELEVATION
COORDINATE ANGLE (G)
ORIENTATION WITH DECK
SUPPORTASNEEOED
NOTElS1:
1. THE +l- 7/4INCH TOLERANCE FOR PLACEMENT OF ANGLES (G} IS TO ENSURE CORRECT TOP OF STEEL PLACEMENT RELATNE TO THE CEMERLME OF THE BOTTOM HORIZONTAL ROW OF BOLT HOLES. THE PLACEMENT
OF ANGLES (G) SHALL NEVER BE MEASURED FROM THE BOTTOM EDGE OF SIDE PLATE (A} TO ESTABLISH THE CORRECT TOP OF STEEL.
2 DIMENSIONA=GAP+(HORIZONTALBOLTS)'(5)
B TYPE BOLTED CONNECTION
ANGLE (GF= (4) LOCATIONS
T.O.STEEL
EL.
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mY
_ BOTTO�
OFBEAM
ANGLE (G) TO SIDE
PLATE (A}, (4) LOCA
SIDE PLATE �A}, (2) LOCATIONS
1 1/4" %1 V2" I SLOTTE� HOLE
AT SIDE PLATE {A}, TYPICAL
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
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5.202020
COVERING SIDEPLATE
CONNECTION DESIGNS
CERTIFIED BY
ISSUANCEINDEX
DATE:
05.222020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
SIDEPLATE COLUMN
DETAILS, B TYPE
S 544
Prqect Number 2019.00780