HomeMy WebLinkAboutS420 - ROOF FRAMING DETAILS5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
SIMPSON LSTA24 STRAP
TIE AT EACH 2x4
METAL PARAPET CAP,
SEE ARCH.
PRE-FABRICATED WOOD ROOF
TRUSS, SEE PLAN
2x WOOD STUD WALL BEARING
WALL, SEE SCHEDULE
EXTERIOR WALL SHEATHING,
REFER TO SHEAR WALL SCHEDULE
FOR NAILING PATTERN
ROOFING AND INSULATION,
SEE ARCH.
CONT. (2) -2x WOOD TOP PLATE
(SIZE TO MATCH STUD WALL
THICKNESS)
(2) -2x4 WOOD BLOCKING
BETWEEN EACH TRUSS (FASTEN
TRUSS TOP CHORD TO BLOCKING
WITH (4) -10d NAILS
REFER TO DIAPHRAGM SCHEDULE
FOR NAILING PATTERN
2x4 LAID FLAT AT 48" O.C.
(FASTEN TO TRUSS CHORD WITH (3) -10d
NAILS), EXTEND OVER FIRST THREE TRUSSES
CONT. 2x4 BLOCKING
T.O. PARAPET
SEE ARCH
ROOF TRUSS BEARING
SEE ARCH
CEILING, SEE ARCH.
5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
METAL PARAPET CAP,
SEE ARCH.
PRE-FABRICATED WOOD ROOF
TRUSS, SEE PLAN
2x WOOD STUD WALL BEARING
WALL, SEE SCHEDULE
EXTERIOR WALL SHEATHING,
REFER TO SHEAR WALL SCHEDULE
FOR NAILING PATTERN
ROOFING AND INSULATION,
SEE ARCH.
CONT. (2) -2x WOOD TOP PLATE
(SIZE TO MATCH STUD WALL
THICKNESS)
2x6 WOOD BLOCKING BETWEEN
EACH TRUSS (FASTEN TRUSS TOP
CHORD TO BLOCKING WITH (4) -
10d NAILS
DOUBLE 2x6 BLOCKING BETWEEN
EACH TRUSS (FASTEN TO ROOF
SHEATHING WITH (4) -10d NAILS)
T.O. PARAPET
SEE ARCH
ROOF TRUSS BEARING
SEE ARCH
CEILING, SEE ARCH.
SIMPSON H8 CLIP EACH END,
EACH TRUSS
PARAPET INTEGRAL WITH TRUSS
5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
TOP CHORD BEARING PRE-
FABRICATED WOOD ROOF
TRUSS, SEE PLAN
ROOFING AND INSULATION,
SEE ARCH.
PROVIDE (3) COURSE MASONRY BOND BEAM
AT TRUSS ATTACHMENT ELEVATION AND
GROUT ALL CELLS ABOVE BOND BEAM
SOLID
UPPER ROOF
SEE ARCH
SIMPSON H8 CLIP EACH END,
EACH TRUSS
2x WOOD STUD BEARING WALL, SEE SCHEDULE
MASONRY ELEVATOR SHAFT WALL, SEE
S500 FOR DETAILS
UPPER ROOF FRAMING, SEE PLAN
5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
TOP CHORD BEARING PRE-
FABRICATED WOOD ROOF
TRUSS, SEE PLAN
ROOFING AND INSULATION,
SEE ARCH.
SIMPSON H8 CLIP EACH END,
EACH TRUSS
NON-BEARING FURRING WALLS, SEE ARCH.
2x8 ELEVATOR SHAFT LID FRAMING, ATTACH
WITH SIMPSON LUS28 FACE MOUNT
MASONRY HANGERS
3/4" PLYWOOD SHEATHING
(2) 2x12 LEDGER FOR TRUSS BEARING,
ATTACH TO BOND BEAM WITH (2) SIMPSON
TITEN HD 50800 MASONRY SCREWS
STAGGERED AT 8" O.C.
(3) 2x10 BLOCKING BETWEEN ROOF
TRUSSES FOR STUD WALL SUPPORT
NON-BEARING EXTERIOR STUD WALL,
SEE ARCH.
2x FASCIA BOARD, SEE ARCH.
3/4" PLYWOOD ROOF SHEATHING AND
ROOFING, SEE ARCH.
WOOD 2x SILL PLATE, ATTACH TO TOP OF
MASONRY WITH SIMPSON TITEN HD 50400
SCREWS AT 8" O.C.
SIMPSON H2.5A CLIP EACH JOIST
5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
TOP CHORD BEARING PRE-
FABRICATED WOOD ROOF
TRUSS, SEE PLAN
ROOFING AND INSULATION,
SEE ARCH.
PROVIDE 3-PLY x 18" LVL BLOCKING
FOR LEDGER ATTACHMENT
UPPER ROOF
SEE ARCH
SIMPSON H2.5A CLIP EACH
END, EACH TRUSS
UPPER ROOF FRAMING, SEE PLAN
5/8" ROOF SHEATHING, REFER TO
DIAPHRAGM SCHEDULE FOR NAILING
PATTERN
TOP CHORD BEARING PRE-
FABRICATED WOOD ROOF
TRUSS, SEE PLAN
ROOFING AND INSULATION,
SEE ARCH.
SIMPSON H2.5A CLIP EACH
END, EACH TRUSS
(2) 2x12 LEDGER FOR TRUSS BEARING,
ATTACH TO LVL BLOCKING WITH (3)
SIMPSON SDWS 22800DB TIMBER SCREWS
STAGGERED AT 8" O.C.
2x WOOD STUD SHAFT WALL, SEE
SCHEDULE
2x FASCIA BOARD, SEE ARCH.
3/4" PLYWOOD ROOF SHEATHING AND
ROOFING, SEE ARCH.
WOOD 2x SILL PLATE, ATTACH TO
DOUBLE TOP PLATE WITH (2) 16d NAILS
AT 16" O.C.
SIMPSON H2.5A CLIP EACH JOIST
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
S420
ROOF FRAMING
DETAILS
E2020.174 KBM
1" = 1'-0"S420
2 ROOF TRUSS BEARING DETAIL
1" = 1'-0"S420
1 ROOF TRUSS BEARING DETAIL
3/4" = 1'-0"S420
3 ROOF TRUSS BEARING DETAIL
3/4" = 1'-0" S420
4 ROOF TRUSS BEARING DETAIL
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22