HomeMy WebLinkAbout4110S303.pdfCOLUMN SCHEDULE
COLUMN NO.COLUMN NO.
BASE PLATE SIZE
ELEV. BOT./BASE PLATE
PIER SIZE
PIER DETAIL
COLUMN REACTION
ROOF
ELEV. VARIES
ELEV. 100'-0"
FINISHED FLOOR
ELEV. BOT./BASE PLATE
COLUMN REACTION
PIER DETAIL
PIER SIZE
FINISHED FLOOR
ELEV. 100'-0"
BASE PLATE SIZE
ELEV. VARIES
ROOF
ELEV. TOP/PIER ELEV. TOP/PIER
COLUMN BASE DETAIL COLUMN BASE DETAIL
HS
S
5
x
5
x
5
/
1
6
3/4x6x12
20"x20"
28 kips
A-1
99'-6"
99'-4"
B
ELEV. T/FDN.
2"
ON 1-5/8" N.S. GROUT
BASE PLATE
3/8" LEVELING PLATE
HSS COLUMN
(SEE SCHEDULE
COLUMN BASE DETAIL "A"
SCALE: NO SCALE
(SEE SCHEDULE)
(4) 3/4" DIA. F1554
ANCHOR RODS
(SEE SCHEDULE)
4 1/2"4 1/2"
4
1
/
2
"
4
1
/
2
"
(9" EMBED., 3" HOOK)ELEV. T/FDN.
2"
ON 1-5/8" N.S. GROUT
BASE PLATE
3/8" LEVELING PLATE
HSS COLUMN
(SEE SCHEDULE)
COLUMN BASE DETAIL "B"
SCALE: NO SCALE
(SEE SCHEDULE)
(4) 3/4" DIA. F1554
ANCHOR RODS
(SEE SCHEDULE)
4 1/2" 4 1/2"
1
1
/
2
"
1
1
/
2
"
(9" EMBED., 3" HOOK)
8/S402
COLUMN BASE DETAIL "C"
SCALE: NO SCALE
STEEL COLUMN CONNECTION DETAILS
SCALE: NO SCALE
TYPICAL WOOD BEAM (OR HEADER) TO
4"
4"
HSS COLUMN
A
A
WOOD BEAM
EACH FACE
W/ (1) 1/2" DIA. LAG BOLT
FASTEN TO WOOD BEAM
3/8" U-SHAPED PLATE
TYP.
3/16
3/16
SECTION A-A
SCALE: NO SCALE
EACH FACE
W/ (1) 1/2" DIA. LAG BOLT
FASTEN TO WOOD BEAM
3/8" U-SHAPED PLATE
HSS COLUMN
3/16
TYP.
3/16
4"
ON 1-5/8" N.S. GROUT
BASE PLATE
3/8" LEVELING PLATE
HSS COLUMN
(SEE SCHEDULE)
(SEE SCHEDULE)
3
"
3"
1
1
/
2
"
1
1
/
2
"
3" 3" 1 1/2"
1 1/2"
ELEV. T/FDN.
(SEE SCHEDULE)
(4) 3/4" DIA. F1554
ANCHOR RODS
(9" EMBED., 3" HOOK)
2"
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
HS
S
5
x
5
x
5
/
1
6
A.2-3
3/4x6x12
20"x20"
15 kips
99'-6"
99'-4"
B
11/S402
A.8-3
3/4x6x12
20"x20"
30 kips
99'-6"
99'-4"
B
11/S402
B-1
3/4x12x12
--
50 kips
99'-6"
99'-4"
A
--
B.4-3
3/4x6x12
20"x20"
15 kips
99'-6"
99'-4"
B
12/S402
B.5-2
3/4x9x9
20"x20"
25 kips
99'-6"
99'-4"
C
10/S402
C.2-2
3/4x6x12
20"x20"
25 kips
99'-6"
99'-4"
B
11/S403
C.2-3
3/4x6x12
22"x16"
10 kips
98'-10"
98'-8"
B
13/S403
C-1
3/4x12x12
--
50 kips
99'-2"
99'-0"
A
--
C.3-2
3/4x6x12
20"x20"
30 kips
99'-6"
99'-4"
B
11/S402
C.6-2
3/4x6x12
20"x20"
15 kips
99'-6"
99'-4"
B
11/S402
D-1
3/4x6x12
20"x20"
28 kips
99'-6"
99'-4"
B
9/S402
HS
S
5
x
5
x
5
/
1
6
B.5-3
3/4x9x9
20"x20"
10 kips
99'-6"
99'-4"
C, SIM.
12/S402
(SEE SCHEDULE)
(SEE SCHEDULE)
CONNECTION AT CORNER DETAIL
WOOD STUD WALL
16d NAILS @ 4" O.C.
WOOD STUD WALL
(3) STUDS
(SEE PLAN)
SCALE: NO SCALE
(SEE PLAN)
ON ELEVATIONS A THROUGH C ON DRAWING S304.
HEADER END BEARING: PROVIDE ONE STUD AT EACH END OF
USE THIS SCHEDULE TO SIZE HEADERS DEPICTED ON THE1.
STRUCTURAL PLANS.
2.
NOTES:
H1 9'-0"(3) 1.75x9.25 LVL
HEADER SCHEDULE
MARK OPENING
MAXIMUM
SIZE
MEMBER
FULL HEIGHT
TYPICAL HEADER BEARING DETAIL
SCALE: NO SCALE
JACK STUDS
(SEE SCHEDULE)
WOOD HEADER
STUDS
(ABOVE AND
BELOW HEADER)
H2 9'-0"
H3 11'-0"
REFER TO SCHEDULE
HEADER FOR EVERY 2'-8" OF SPAN UNLESS NOTED OTHERWISE
(3) 2x6
(3) 2x8
FASTEN POST TO FOUNDATION WALL USING
SIMPSON HD3B HOLD DOWN.
POST A
TIMBER POST SCHEDULE
POST
POST B
SIZE
1/S303
DETAIL
2/S303
-
REMARKS
-
PERMISSIBLE HOLE LOCATIONS IN MASONRY FOUNDATION WALLS
NOT TO SCALE
NOTES:
1. REFER TO TYPICAL MASONRY LINTEL DETAIL AND SCHEDULE FOR HORIZONTAL REINFORCING REQUIREMENTS.
2.
CONTRACTOR SHOULD AVOID STRUCTURAL WALL PENETRATIONS WHENEVER POSSIBLE.
3. PROVIDE ARCHITECT AND ENGINEER WITH PLANNED OPENING LAYOUT PRIOR TO CONSTRUCTION.
WOOD STUD WALL
(SEE ARCH. DWGS.)
ELEV. T/WALL
(SEE SITE DWGS.)
ELEV. T/FIN. GRADE
3'
-
6
"
M
I
N
.
8
"
M
A
X
.
MAX. OPENING 8'-0" MIN.MAX. OPENING 8'-0" MIN.MAX. OPENING
(SEE SCHEDULE)(SEE SCHEDULE)(SEE SCHEDULE)
4'-0"
NO OPENINGS
4'-0"
NO OPENINGS
PERMITTED PERMITTED
(SEE SCHEDULE)
CONCRETE WALL FTG.
TOTAL OPENING LENGTH SHALL NOT EXCEED 25 PERCENT OF OVERALL WALL LENGTH.
4. IF HEIGHT OF OPENING NEEDS TO EXCEED 8 INCHES, LOWER TOP OF FOOTING. GENERAL CONTRACTOR
N
O
T
E
4
TO COORDINATE TOP OF FOOTING ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER FOR REVIEW
VARIES
ELEV. B/ BOND BEAM
BUILDING CORNERBUILDING CORNER
AND APPROVAL.
16" MIN.
TYP.
REINFORCING, TYPICAL
HORIZONTAL BOND BEAM
(SEE SCHEDULE)
(SEE PLAN)
(SEE PLAN)
MASONRY FDN. WALL
USE THIS SCHEDULE TO SIZE MASONRY LINTELS ABOVE OPENINGS NOT DEPICTED ON THE STRUCTURAL PLANS.
MAXIMUM
OPENING END BEARING
MINIMUM
MASONRY LINTEL SCHEDULE
REMARKSREINFORCING
BOND BEAM SHALL BE GROUTED SOLID. BOND BEAM REINFORCING SHALL BE PLACED IN BOTTOM COURSE,
UNLESS NOTED OTHERWISE.
16 INCHES
16 INCHES(2) #5
(1) #56'-0"
8'-0"
FOUNDATION WALL
THICKNESS "W"
12"
12"
BOND BEAM
DEPTH "D"
8"
16"
AT CORNER PER TYPICAL DETAILS
PROVIDE ADDITIONAL REINFORCING
(SEE ARCH. DWGS.)
MASONRY VENEER
S303
1
3/4" = 1'-0"
DETAIL
W/ SIMPSON
TIMBER POST
(SEE PLAN)
WOOD STUD WALL
A
(SEE ARCH. DWGS.)
MASONRY VENEER
(SEE SCHEDULE)
CONC. WALL FTG.
CONT. 7/16" OSB
9"
ABW POST BASE
(SEE SCHEDULE)
TYPICAL WOOD STUD WALL
RB101
RB102
BEAM NO.
ROOF BEAM SCHEDULE
LIVE LOAD REACTION TOTAL LOAD REACTION
NOTES:
REACTIONS SHOWN ON SCHEDULE ARE MAXIMUM END 1.
2.ALL BEAM END CONNECTIONS SHALL HAVE A MINIMUM OF
25 KIPS15 KIPS
REACTIONS DUE TO NON-FACTORED SERVICE GRAVITY LOADS.
30 KIPS18 KIPS
(2) 3/4" DIA. A325N BOLTS (OR EQUIVALENT).
NOTE:
TYPICAL MASONRY LINTEL DETAIL
SCALE: NO SCALE
(OR HEADER)
ELEV. B/BASE PL.
(SEE SCHEDULE)
ELEV. B/BASE PL.
(SEE SCHEDULE)
ELEV. B/BASE PL.
(SEE SCHEDULE)
NOTES:
1.
2.
POST C 3/S303 -
S303
3
S303
2
SHEATHING
W/ SIMPSON
TIMBER POST
(SEE PLAN)
WOOD STUD WALL
A
(SEE ARCH. DWGS.)
MASONRY VENEER
(SEE SCHEDULE)
CONC. WALL FTG.
CONT. 7/16" OSB
9"
ABW POST BASE
(SEE SCHEDULE)
SHEATHING
W/ SIMPSON
TIMBER POST
(SEE PLAN)
WOOD STUD WALL
A
(SEE ARCH. DWGS.)
MASONRY VENEER
(SEE SCHEDULE)
CONC. WALL FTG.
CONT. 7/16" OSB
9"
ABW POST BASE
(SEE SCHEDULE)
SHEATHING
ON DRAWING S301
3/4" = 1'-0"
DETAIL
3/4" = 1'-0"
DETAIL
(SEE SCHEDULE)
WOOD HEADER ABOVE
(SEE SCHEDULE)
WOOD HEADER ABOVE
(2) JACK STUDS &
(1) FULL HEIGHT
KING STUD
(4) JACK STUDS &
(1) FULL HEIGHT
KING STUD
(2) JACK STUDS &
(1) FULL HEIGHT
KING STUD
(SEE SCHEDULE)
WOOD HEADER ABOVE
RB103 10 KIPS5 KIPS
3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE SITE DWGS.)
SITE PAVEMENT
(SEE SITE DWGS.)
1/2" ISOLATION JOINT
4" MASONRY VENEER
(SEE ARCH. DWGS.)
CONC. WALL FTG.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
8" CONT. BOND BEAM
(GROUT SOLID)
12" CMU
(GROUT SOLID)
SEE SCHEDULE
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
WOOD STUD WALL
FOOTING REINF.
(SEE SCHEDULE)
SE
E
SC
H
E
D
U
L
E
EQ.EQ.
(SEE ELEVATION)
8" DEEP OPENING
"D
"
BOND BEAM REINF.
(SEE SCHEDULE)
BOND BEAM
(SEE SCHEDULE)
"W"
41
1
0
S
3
0
3
.
d
w
g
MA
R
C
H
3
,
2
0
1
5
4110
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
RECORD DRAWINGS
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
GETGO, LLC.
--
KAB
3550
THE BRIDGES
CARMEL, INDIANA
03/03/15
02/25/15
03/03/15
--
01/23/15
--
03/03/15
TFB
S303
3/3/15
ALL LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.
VERTICAL, UNLESS NOTED "LLH" (LONG LEG HORIZONTAL).
ALL LINTELS WITH UNEQUAL LEGS SHALL BE INSTALLED LONG LEG
USE THIS SCHEDULE TO SIZE LINTELS DEPICTED ON THE STRUCTURAL PLANS.
3.
2.
L2
1.
NOTES:
9'-4"
L1
MARK MAXIMUM
OPENING END BEARING
MINIMUM
6 INCHES
SIZE
MEMBER
LINTEL SCHEDULE
TYPE REMARKS
L6x31
2x 5
1612'-0" 6 INCHES
END BEARING
DETAIL
A
A
LINTEL BEARING DETAIL "A"
STEEL LINTEL
(SEE SCHEDULE)
(SEE SCHEDULE)
BEARING LENGTH
L6x31
2x 5
16
(STOP CHANNEL AT
EDGE OF OPENING)
8x6 TIMBER
8x6 TIMBER
8x6 TIMBER