HomeMy WebLinkAboutS210 - STEEL LINTEL ELEVATIONSL-2 L-2 L-2 L-2 L-1 L-1 L-1 L-1
L-2
L-1
L-3L-3 L-3 L-3 L-1 L-3 L-3 L-3 L-3
L-2 L-2 L-2 L-2 L-1 L-1 L-1 L-1 L-1
RA-1 RA-1 RA-1 RA-1
L-1
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-1
L-1
L-1
L-1
5
S210
RA-1 RA-1
L-2 L-2
L-4 (HIGH)L-3
L-2L-1 L-1
L-2L-1 L-1
L-2L-1 L-1
RA-1
5
S210
C.J. (TYP.)L-3 (LOW)
L-1 L-1 L-2 L-1 L-1 L-2 L-2 L-2
L-2
L-3 L-3
L-1
(BEYOND)
L-1 L-1 L-1 L-1 L-1 L-2 L-1 L-2
L-1 L-1 L-1 L-1 L-1 L-2 L-1 L-2
RA-1 RA-1 RA-1 RA-1
L-1 L-1
L-1 L-1
L-1 L-1
L-2
L-1
(BEYOND)
L-2
L-1
L-1
L-1
L-1
L-1
L-1
5
S210
C.J. (TYP.)L-4 (HIGH)
L-3 (LOW)
L-4 (HIGH)
L-3 (LOW)
L-4 (HIGH)
L-3 (LOW)
L-4 (HIGH)
L-3 (LOW)
L-4 (HIGH)
L-3 (LOW)
L-4 (HIGH)
L-3 (LOW)
L-3
RA-1
L-2 L-1 L-1
L-2 L-1 L-1
L-2 L-1 L-1
5
S210
C.J. (TYP.)L-4 (HIGH)
L-3 (LOW)
1. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.
2. ALL DIMENSIONS ARE TAKEN FROM OUTSIDE OF MASONRY OR STUD WALLS,
OR CENTERLINE OF BUILDING COLUMNS, UNLESS NOTES OTHERWISE.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF
CONSTRUCTION, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS
4. REFER TO ARCHITECTURAL FOR ELEVATIONS, DIMENSIONS, AND LOCATIONS
OF ALL WALLS
5. PROVIDE A MINIMUM OF 8" OF BEARING FOR ALL BRICK LINTELS UNLESS
NOTED OTHERWISE
6. ALL STEEL ANGLES SHOWN IN SCHEDULE SHALL BE GALVANIZED, UNLESS
NOTED OTHERWISE
7. CONTRACTOR TO PROVIDE BRICK CONTROL JOINTS AS SHOWN IN ELEVTIONS,
AT ALL CHANGES IN BRICK TYPE, AND AT 20'-0" O.C. MAX
SHEET NOTES
BRICK LINTEL SCHEDULE
MARK SIZE
L-1 L4x4x5/16
L-2 L5x5x5/16
RA-1 L6x4x3/8 (BOLTED)
L-4 L6x6x5/16 (WELDED)
L-3 L5x5x5/16 (BOLTED)
CONT. 2x6
RIBBON BOARD
CONT. 2x WOOD
SILL PLATE (MATCH
STUD SIZE), FASTEN
PER SHEARWALL
SCHEDULE
PRE-FABRICATED WOOD
FLOOR TRUSS, SEE PLAN
DOUBLE 2x TOP PLATE (SIZE
TO MATCH STUD WALL)
FACE BRICK, SEE
ARCH.
2x WOOD STUD WALL
BEARING WALL, SEE
SCHEDULE
RELIEF ANGLE, SEE
ELEVATIONS AND
SCHEDULE
ANCHOR ANGLE INTO
BLOCKING WITH (1) 5/8" DIA.
A193 GR. 8 S.S. BOLT AT 9.6"
O.C. ((2) PER TRUSS SPACE)
(2)-2x6 BLOCKING,
FASTEN TO
DOUBLE TRUSS
WEB WITH
SIMPSON A35 CLIP,
EACH END
PROVIDE LIPPED
BRICK WITH BACKER
ROD AND FLEXIBLE
SEALANT AT RELIEF
ANGLE
CONT. 2x WOOD
SILL PLATE (MATCH
STUD SIZE), FASTEN
PER SHEARWALL
SCHEDULE
PRE-FABRICATED WOOD
FLOOR TRUSS, SEE PLAN
DOUBLE 2x TOP PLATE (SIZE
TO MATCH STUD WALL)
FACE BRICK, SEE
ARCH.
2x WOOD STUD WALL
BEARING WALL, SEE
SCHEDULE
RELIEF ANGLE, SEE
ELEVATIONS AND
SCHEDULE
ANCHOR ANGLE INTO RIM
BOARD WITH (1) 5/8" DIA.
A193 GR. 8 S.S. BOLT AT 8"
O.C.
2-PLY x 18" LSL RIM
BOARD
PROVIDE LIPPED
BRICK WITH BACKER
ROD AND FLEXIBLE
SEALANT AT RELIEF
ANGLE
INEGSS
LOINA E NPROF REEN o.
GRE S
DRETEI
STATE OF
NA ADNII
11100391 NNAMFFOHHPESOJ
SHEET NUMBER:
PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture,
Inc. The concepts, ideas, plans and details are the sole
property of KJG Architecture, Inc. None of the
aforementioned shall be used by or disclosed to any
person, firm or organization for any purpose without the
prior written permission of KJG Architecture, Inc.
NO. DESCRIPTION:DATE
ISSUED:
DRAWING TITLE:
PROFESSIONAL SEAL:
PROJECT DATE:
DISCLAIMER:
KJG ENGINEERING
527 Sagamore Pkwy W., Suite 101
West Lafayette, Indiana 47906
Ph: 765.497.4598 Fx: 765.497.4599
www.kjgengineering.com
08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021
S210
STEEL LINTEL
ELEVATIONS
E2020.174 KBM
1/8" = 1'-0"S210
1 EAST BRICK LINTEL ELEVATION
1/8" = 1'-0"S210
3 NORTH BRICK LINTEL ELEVATION
1/8" = 1'-0"S210
2 WEST BRICK LINTEL ELEVATION
1/8" = 1'-0" S210
4 SOUTH BRICK LINTEL ELEVATION
1" = 1'-0" S210
5 RELIEF ANGLE AT FLOOR LEVEL
PERPENDICULAR TRUSSES
PARALLEL TRUSSES
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22