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PLAN VIEW
NOTEl51:
L FOR ITEMS NOT NOTED, SEE DETAIL 1/ 5545
BEAM DESIGN QNCHES)
BEAM PLATE ANGLE WELD BOLT
ID {B} {H� (5) {Sa) {Sb)
HORIZONTAL
SHAPE GAP �IAMETER # G S
COVER THICKNESS E H SUGGESTED � HORRONTAL VERTICAL SIZE SRE SIZE
PLATETVPE SIZE LEG LEG
A10 W16X38 2 Reotangular 7/8 1 3I8 8 1l4 L4X4X518 9 4 4 S118 5/18 1l2 1 il8 2 2 1/8 4 1l2
A11,B11 W16X36 2 Rectangular 3/4 13I8 81/4 L4X4X5/8 13112 4 4 Sli6 5/i6 5116 11I8 3 21/8 4112
A20,620 W21X50 2 Rectangular ]/8 13/8 81/4 L4X4XS18 13112 4 4 Slifi 5/16 11/i6 11/8 3 21/8 4112
A30,B30 W24X62 2 Rectangular 3/4 13/8 8114 L4X4XS18 13112 4 4 S116 5/i6 Sli6 11/8 3 21/8 4112
B10 Wi6X36 2 Rec[angular 3/4 13I8 8114 L4X4XS18 9 4 4 Sli6 916 Sli6 11/8 2 21B 4112
NOTE S :
1. FOR STIFFENER INFORMATION SEE DETAIL -/--
2. IF SUGGESTED ANGLE SIZE IS NOT AVAILABLE, CONTACT SIDEPLATE SVSTEMS FOR ACCEPTABLE SUBSTITUTION ALTERNATIVES.
� RECTANGULAR COVER PLATE {g} � BEAM END SCHEDULE
�� N.T.S. � N.T.S.
COL.
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REPRESENTS I
OUTSIDE FACE ��,
OFCOLUMN
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'LATE {B} TO BEAM FLANGE
I il4" X 1 VT' I SLOTTED HOLE
\T PLATE{B},TVPICAL
COVER PLATE(B}
T.O.STEEL
� EL �
iz
�1 MAX gOTiOM
OF BEA�
� ANGLE{H)
ELEVATION VIEW
NOTElS7:
L FOR BEAM SLOPES> 1" PER F00T, CONTACT SIDEPLATE SVSTEMS, INC.
� SLOPED DOWN BEAM END (AS APPLICABLE)
�J N.T.S.
1 1/4" % 1 1/2" I SLOTTED HOLE
AT PLATE {B}, TVPICAL
PLATE �B}. SEE NOTE 1
Cl4 . Cl4
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a
a
BEAM FLANGE TO
C
{5a}
O �
5/2 5, TVP
HORIZ. BOLTS
PLAN VIEW
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a
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RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: O$�Z4�2O
COL.
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COVER PLATE {B7
T.O.STEEI/
� E�.
REPRESENTS
OUTSIDE FACE �
OFCOLUMN �
12
iMAX� BOTTOM�
OF BEAM
— O O O
512 ANGLE {H}
C
ELEVATION VIEW
NOTEfS1:
1. FOR BEAM SLOPES > 1" PER FOOT, CONTACT SIDEPLATE SVSTEMS, INC.
� SLOPED UP BEAM END (AS APPLICABLE)
�J N.T.S.
V2 COL DEPTH+
BEAMFLANGETO �
PLATE {B�, (2) LOCATIONS �
PLACE ONE PATENT STICKER
AT ONE END OF BEAM
BEAM FLANGE TO
ANGLE lH), (2) LOCATIONS �
ANGLE (H}, (2)
LOCATIONS
HOLE S2E = BOLT DIA. + 1/8"
ATANGLE {H}, TYPICAL
j O Q �
Sl2 5, TVP
HORIZ. BOLTS
FRONT ELEVATION
PLATE �Bj TO BEAM FLANGE
{5b)
T.O.STEEL
� EL.
NOTEfS1:
1. USE SLOTTED OR RECTANGULAR COVER PLATE {B} PER SCHE�ULE. FOR RECTANGULAR COVER PLATE, SEE DETAIL 5 I 5545
COL. bf+H
BEAM FLANGE TO ANGLE {H}
CCORNERSTONE
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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
S545
�
ISOMETRIC VIEW
Prqect Number 2019.00780
SIDEPLATE BEAM
DETAILS
SECTION VIEW