HomeMy WebLinkAboutS403 121103.pdf1' - 4"SEE
SCHEDULE
1' -
4
"
SE
E
SC
H
E
D
U
L
E
PLAN
3/4"Ø
ANCHOR
ROD
DOUBLE NUT
GROUT HEIGHT
7/8"Ø
1"Ø
1 1/8"Ø
1 1/4"Ø
1 1/2"Ø
2"Ø
1 1/16"Ø3/4"Ø
ANCHOR
ROD
HOLE
DIAMETER
1 3/16"Ø7/8"Ø
1 1/2"Ø1"Ø
1 5/8"Ø1 1/8"Ø
1 3/4"Ø1 1/4"Ø
2"Ø1 1/2"Ø
2 1/2"Ø2"Ø
3"Ø2 1/2"Ø
EDGE
DISTANCE
1 1/2"
1 3/4"
2"
2 1/4"
2 1/2"
3"
4"
4 1/2"3"2 1/2"Ø
3"
2"
2"
2"
2"
2"
2"
BASE PLATE -
SEE SCHEDULE
COLUMN
1/4" LEVELING
PLATE
3/4" NON-SHRINK, NON-
METALLIC GROUT (IF DOUBLE
NUTS ARE NOT USED)
DOUBLE NUTS
- NO LEVELING PLATE REQ'D
- SEE SCHEDULE FOR GROUT HEIGHT
ANCHOR RODS
8"8"
1'
-
0
"
1'
-
4
"
1'
-
6
"
3"3"
1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø
ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
T/SLAB, PIER
WALL OR FTG
8"
F
O
R
C
O
N
C
R
E
T
E
6"
F
O
R
M
A
S
O
N
R
Y
PL 3/4"x4"x4"
w/ NUT
PL 3/4"x4"x4"
w/ NUT
NOTES:
1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING.
2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS.
COLUMN
ANCHOR RODS
WITHIN TIES
PIER VERT AND TIE REINF
CENTERED UNDER COLUMN
(TYP) SEE SCHEDULE
FTG
2"
2"
A
SECTION A
T/F
-(SEE PLAN)
#3
T
I
E
S
@
1
2
"
O
C
(
M
A
X
)
FOOTING REINFORCING
WA
L
L
F
T
G
COLUMN FTG
CO
L
U
M
N
F
T
G
PIER VERT AND TIE REINF
CENTERED UNDER COLUMN
(TYP) SEE SCHEDULE
TYP
2"
COLUMN
CONC FTG (F)
T/F
-(SEE PLAN)
PLACE TIE IN
FTG ALIGNMENT
CONC SLAB w/ BLOCKOUT
AT COLUMN
T/SLAB
-(SEE PLAN)
CFS FRAMING
SHEATHING
HOHMANN&BARNARD DW-10
SCREW ON SINGLE ANCHORS
WITH VEE WIRE TIE (5" LONG)
NOTE:
ONE VENEER TIE
REQ'D FOR EVERY 2
SQFT OF VENEER
1 6 " O C , T Y P S T U D S P A
18
"
M
A
X
,
S
E
E
N
O
T
E
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN)
COLUMN CENTERLINEBEAM
3/4" THICK
CAP PLATE
(TYP)
1/4" BRG STIFFENER
(ONE EACH SIDE OF
WEB) TYP
d/
2
3".
3/4"Ø BOLT (4
TOTAL)
REF NOTE 5
HSS COLUMN
3/16 MIN
1/4TYP
3/8" SHEAR TAB HSS COLUMN
BEAMBEAM
3/4"Ø BOLTS(TYP)1/2" MAX
2 1/2"4" MIN
SIMPLE BEAM @ TOP OF COLUMN SIMPLE BEAM @ TOP OF COLUMN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4TYP
3/8" SHEAR TAB WIDE FLANGE
COLUMN
BEAM
2 1/2"1/2" MAX
4" MIN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4TYP
3/8" SHEAR TAB HSS COLUMN
BEAM
2 1/2"1/2" MAX
4" MIN
36/4 PATTERN
ALL SUPPORTS
NOTE:
1. ALL WELDS SHALL BE 5/8"Ø PUDDLE WELDS.
2. USE (1) #10 TEK SCREWS SIDELAP FASTENER PER SPAN
3' - 0"
4"3 7/8"
4"4"SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
ANGLE OR BENT PL,
CONT w/ STUDS @ 36"
OC (MIN THICKNESS 3/8")
ANGLE OR BENT PL,
CONT (MIN THICKNESS
1/4")
ANGLE OR BENT PL,
CONT (MIN THICKNESS
1/4")
ANGLE OR BENT PL,
CONT (MIN THICKNESS
1/4")
BEAM
DECK
CONC SLAB
DECK
JOIST
BEAM JOIST
DECK
DECK
BEAM
PERIMETER ANGLE FOR
CONCRETE SLAB (BEAM)
PERIMETER ANGLE FOR
ROOF DECK (BEAM)
PERIMETER ANGLE FOR ROOF
DECK (JOIST)
PERIMETER ANGLE FOR ROOF
DECK (JOIST)
3/162-12
MAY BE SHOP
WELDED 3/162-12
MAY BE SHOP
WELDED
3/162
3/162-12
COLUMN
ANGLE
ELEVATION @ TYP
UNSTIFFENED SEAT
UNSTIFFENED JOIST SEAT ANGLE
BEARING CAPACITY
MIN COL WIDTH 6"
WIDTH
MIN COL W OR HSS COL
ANGLE WIDTH
MIN COL W OR HSS COL
3/8" STIFFENER
PLATE
COLUMN
ELEVATION @ TYP
STIFFENED SEAT
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L5x3 1/2x3/8 (LLV)
L5x3 1/2x1/2 (LLV)
4"
1.9k
4.1k
8"
5"
2.4k
5.1k
8"
6"
2.9k
6.2k
9"
7"
3.4k
7.2k
10"
8"
3.9k
8.2k
12"
9"
4.4k
9.3k
12"
10"
4.9k
10.3k
STIFFENED JOIST SEAT ANGLE
BEARING CAPACITY
MIN COL WIDTH 6"
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L6x4x1/2 (LLV)
L6x4x1/2 (LLV)
4"
26.0k
44.2k
8"
5"
8"
6"
9"
7"
10"
8"
12"
9"
12"
10"
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
5/16
3/4" RET @
TOP
5/16TOP & SIDES
5/16
RO
O
F
T
O
P
L
O
A
D
DECK
JOIST
HA
N
G
I
N
G
L
O
A
D
2x BLOCKING
OVER JOIST
(2) L2x2x3/16 FIELD WELD
TO JOIST CHORDS FROM
LOAD TO PANEL POINT
CONCENTRATED LOAD OVER 100 LBS
EXTERIOR OPENING ELEVATIONS
INTERIOR OPENING ELEVATIONS
TRACK INFILL STUD
CRIPPLE STUD
CRIPPLE
STUD
HEADER GUSSET PLATE,
EACH SIDE
ANGLE
JAMB (BACK TO BACK)JAMB (BACK TO BACK)
INFILL STUDSILL HEADER
GUSSET PLATE,
EACH SIDE
ANGLE
TRACK
TRACK
TRACK INFILL STUD
CRIPPLE STUD
CRIPPLE
STUD
HEADER GUSSET PLATE,
EACH SIDE
ANGLE
JAMB (BACK TO BACK)JAMB (BACK TO BACK)
INFILL STUDSILL HEADER
CRIPPLE
STUDCRIPPLE
STUD
WA
L
L
H
E
I
G
H
T
-
S
E
E
S
C
H
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D
U
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WA
L
L
H
E
I
G
H
T
-
S
E
E
S
C
H
E
D
U
L
E
OPENING - SEE ARCH
OPENING - SEE ARCH
HEADER SECTION
DEEP LEG TRACKS
CFS JOISTS
CRIPPLE STUDINFILL STUD
GUSSET PLATE, EACH
SIDE
TRACK PIECE @
OPEN SIDE
JAMB
DEEP LEG
TRACKS
CFS
JOISTS
HEADER
ANGL
E
SILL HEADER
DEEP LEG TRACKS
GUSSET PLATE, EACH
SIDE
CFS JOISTS
ADDITIONAL
ANCHORAGE @ JAMB
ANGLE
INFILL STUD
TYP BASE ANCHOR
BASE TRACK
WIDTH
WALL
1717 East 116th Street, Suite 200
Carmel, Indiana 46032
Structural Engineers
317-580-0402
www.mccomaseng.com McCOMAS
ENGINEERING
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S403S403S403S403
SCALE: NTS S403
1COLUMN BASE DETAIL
SCALE: NTS S403
2TYPICAL ANCHOR ROD DETAILS
SCALE:S403 3/4" = 1'-0"
3TYPICAL PIER ELEVATION
SCALE:S403 3/4" = 1'-0"
4TYPICAL COLUMN BASE SECTION
SCALE: NTS S403
5VENEER ANCHOR DETAIL
SCALE: NTS S403
6TYP STL BEAM CONNECTIONS
SCALE:S403 3/4" = 1'-0"
7ROOF DECK FASTENER PATTERN
SCALE:S403 3/4" = 1'-0"
8TYP PERIMETER ANGLE CONN
SCALE:S403 3/4" = 1'-0"
9JOIST SEAT BRG CAPACITY
SCALE:S403 3/4" = 1'-0"
10TYP JOIST REINFORCING
SCALE:S403 3/4" = 1'-0"
11TYPICAL FRAMED OPENING
SCALE: NTS S403
12EXT OPNG HEADER DETAILS