HomeMy WebLinkAboutS400 - TYPICAL FRAMING DETAILS13/16" DIA. HOLES FOR "N"
3/4" DIA. A325 BOLTS
STEEL BEAM, SEE PLAN
AND SCHEDULE
3/8" x 4" STEEL PLATE
STEEL COLUMN, SEE PLAN AND
SCHEDULE
1/4" CAP PLATE SEAL WELDED
AT ALL HSS COLUMNS
2x NAILER
3/16
1/2" GAP
NUMBER OF
BOLTS "N"
BEAM
SIZE
4
3
W16
W12/14
2 W8/10
3/16
3/16
L5x5x3/8 STEEL ANGLE
(MATCH BEAM WIDTH).
PROVIDE 3/8" THICK
STIFFENER PLATE AT
CENTER OF ANGLE
3/16
3/16
STEEL BEAM, SEE PLAN
AND SCHEDULE
3/16
STEEL COLUMN,
SEE PLAN AND
SCHEDULE
10" x 3/8" THICK
CAP PLATE
(MATCH BEAM
WIDTH).
PROVIDE 16"
PLATE AT
DOUBLE SIDED
CONNECTION
DOUBLE 2x NAILER AS
REQURIED
STEEL BEAM, SEE
PLAN AND SCHEDULE
13/16" DIA. HOLES
FOR "N" 3/4" DIA.
A325 BOLTS
3/8" x 4" STEEL
PLATE
3/16
3/16
2x NAILER
1/2" GAP
LVL BEAM, SEE PLAN
AND SCHEDULE
1/4" CAP PLATE SEAL
WELDED AT ALL HSS
COLUMNS
DOUBLE 2x NAILER
3"
L6x4x3/8 x 4" STEEL ANGLE
STEEL COLUMN, SEE
PLAN AND SCHEDULE
6" x 12" x 1/2" THICK
KNIFE PLATE WITH (3)
3/4" DIA. A325 BOLTS
3/16
3/16
STEEL BEAM, SEE PLAN
AND SCHEDULE
DOUBLE 2x NAILER
STEEL BEAM, SEE PLAN
AND SCHEDULE
13/16" DIA. HOLES FOR
"N" 3/4" DIA. A325 BOLTS
3/8" x 4" STEEL PLATE
3/16
3/16
1/2" GAP
PRE-ENGINEERED WOOD
FLOOR TRUSS
2x NAILER, ATTACH TO BEAM
WITH (2) TEK WOOD TO
METAL SCREWS STAGGERED
AT 12" O.C.
HANG TRUSS FROM STEEL
BEAM WITH SIMPSON
WP/HWP SERIES TOP FLANGE
HANGER (SIZE BY TRUSS
MANUFACTURER)
STEEL BEAM, SEE PLAN AND
SCHEDULE
PSL COLUMN, SEE
PLAN AND SCHEDULE
LVL BEAM, SEE PLAN
AND SCHEDULE
SIMPSON BC60 HALF
BASE, ANCHOR TO TOP
FLANGE OF STEEL
BEAM WITH (4) #6 SELF
TAPPING SCREWS.
SHIM AS REQUIRED
SIMPSON ECCQ COLUMN
CAP, MATCH BEAM AND
COLUMN SIZES. SHIM AS
REQUIRED.
INTERRUPT NAILER
FOR BASE
ATTACHMENT
PSL COLUMN, SEE
PLAN AND SCHEDULE
LVL BEAM, SEE PLAN
AND SCHEDULE
SIMPSON CCQ COLUMN
CAP, MATCH BEAM AND
COLUMN SIZES. SHIM AS
REQUIRED
TYPICAL SHEAR TAB
CONNECTION, SEE 1/S400
STEEL BEAM, SEE PLAN
STEEL COLUMN, SEE PLAN
2x NAILER NOT SHOWN
FOR CLARITY
1/4
1/4
1/4
1/4
STEEL BEAM, SEE
SCHEDULE
STEEL COLUMN, SEE
SCHEDULE
1/2" THICK x 11" x 6" STEEL BASE
PLATE WITH (4) 3/4" DIA. A325 BOLTS
THROUGH BEAM FLANGE (8" x 3"
PATTERN)
3/16
NAILER/FLOOR
SHEATHING NOT
SHOWN FOR CLARITY
1/2" GAP
STEEL BEAM, SEE
PLAN
L4x4x3/8" x 12" STEEL
ANGLE (EACH SIDE)
WITH (4) 3/4" DIA. BOX
BOLTS INTO MAIN
MEMBER (3" SPACING)
3/16
3 SIDES
3/16
3 SIDES
PROVIDE 1/2" CUT
BACK AT
SECONDARY
MEMBER
2x NAILER 1' - 0"STEEL COLUMN, SEE PLAN
STEEL BEAM, SEE PLAN
1/2" THICK x 16-1/2" x
6" STEEL PLATE WITH
(4) 3/4" DIA. BOX
BOLTS (13.5" x 3"
PATTERN)3/16
TYPICAL SHEAR TAB
CONNECTION, SEE 1/S400
STEEL BEAM, SEE PLAN
STEEL COLUMN, SEE PLAN
2x NAILER NOT SHOWN
FOR CLARITY
1/4
1/4
1/4
1/4
9 1/2"3" 3" 9 1/2" 7"6"1 3/4" 3" 3" 1 3/4"1 3/4" 3" 3" 1 3/4"
4" GAP
2 1/4"
3"
3"1 3/4"
DOUBLE 2x TOP PLATE (MATCH
STUD SIZE)
STAIRWELL SIDEUNIT SIDE
CONT. 2x WOOD SILL PLATE
(MATCH STUD SIZE), FASTEN PER
SHEARWALL SCHEDULEGYPCRETE, SEE ARCH.
3/4" FLOOR SHEATHING, REFER
TO DIAPHRAGM SCHEDULE FOR
NAILING PATTERN
TOP CHORD BEARING PRE-
FABRICATED WOOD FLOOR
TRUSS, SEE PLAN
2x WOOD STUD WALL BEARING
WALL, SEE SCHEDULE
GYPSUM SHEATHING, SEE ARCH.
(2) 2x4 BLOCKING BETWEEN ALL
TRUSS TOP CHORDS FOR STAIR
FRAMING LEDGER ATTACHMENT.
STAIR FRAMING LEDGERS
SHOULD NOT BE ATTACHED TO
WOOD TRUSS TOP CHORDS
CEILING, SEE ARCH.
STAIR LANDING FRAMING BY
OTHERS
*OSB SHEAR WALL SHEATHING
NOT PRESENT AT SIM.
OSB SHEARWALL SHEATHING (AS
REQUIRED AT SHEAR WALLS), SEE
SHEARWALL PLAN AND SCHEDULE FOR
LOCATIONS AND NAILING
NOTCH DRYWALL AND
SHEATHING AROUND ALL
TRUSS TOP CHORDS AND
PROVIDE FIREPROOFING AS
REQURIED PER ARCH.
ALTERNATE DETAIL PERMITTED
AT ALL LOCATIONS (SUBJECT TO
LOCAL CODE APPROVAL). SEE
4/S410 FOR PRIMARY DETAIL
SEE ARCH.
FINISH FLOOR
DOUBLE 2x TOP PLATE (MATCH
STUD SIZE)
STAIRWELL SIDEUNIT SIDE
CONT. 2x WOOD SILL PLATE
(MATCH STUD SIZE), FASTEN PER
SHEARWALL SCHEDULEGYPCRETE, SEE ARCH.
3/4" FLOOR SHEATHING, REFER
TO DIAPHRAGM SCHEDULE FOR
NAILING PATTERN
PRE-FABRICATED WOOD FLOOR
TRUSS, SEE PLAN
2x WOOD STUD WALL BEARING
WALL, SEE SCHEDULE
GYPSUM SHEATHING, SEE ARCH.
CEILING, SEE ARCH.
STAIR LANDING FRAMING BY
OTHERS
NOTE: LEDGER DETAIL 6/S400
ONLY PERMITTED WHERE FLOOR
TRUSS SPAN IS LESS THAN 8'-0".
FOR ALL OTHER CASES USE
DETAIL 4/S410 OR 5/S4005"4"4"5"1-PLY x 18" LVL LEDGER. ATTACH
LEDGER TO SHAFT WALL
THROUGH DRYWALL WITH (3)
SIMPSON SDWS 22800DB
SCREWS EACH STUD. FACE
MOUNT FLOOR TRUSS TO
LEDGER
*OSB SHEAR WALL SHEATHING
NOT PRESENT AT SIM.
SEE ARCH.
FINISH FLOOR
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
S400
TYPICAL FRAMING
DETAILS
E2020.174 KBM
LVL TO STEEL COLUMN
WIDE FLANGE BEAM TO TUBE BEAM
(THIRD FLOOR)
TRUSS TO STEEL BEAM
WIDE FLANGE BEAM TO TUBE COLUMNWIDE FLANGE BEAM TO TUBE BEAM
(SECOND FLOOR)TUBE BEAM TO TUBE COLUMN
1" = 1'-0"S400
1 TYPICAL STEEL TO STEEL CONNECTIONS
1" = 1'-0" S400
3 TYPICAL WOOD TO STEEL CONNECTIONS
1" = 1'-0" S400
4 TYPICAL WOOD TO WOOD CONNECTIONS
PSL TO STEEL BEAM
SINGLE LVL TO PSL DOUBLE LVL TO PSL
1" = 1'-0"S400
2 TYPICAL MOMENT CONNECTIONS
WIDE FLANGE COLUMN TO WIDE
FLANGE BEAM TUBE BEAM TO TUBE BEAM TUBE COLUMN TO TUBE BEAM
TWO SIDED CONNECTION
(SECTION)
ONE SIDED CONNECTION
(SECTION)
TWO SIDED CONNECTION
(PLAN)
ONE SIDED CONNECTION
(PLAN)
1" = 1'-0"S400
5 TRUSS ATTACHMENT AT RATED STAIR (ALTERNATE)
1" = 1'-0" S400
6 TRUSS ATTACHMENT AT RATED STAIR (ALTERNATE)
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22