HomeMy WebLinkAboutS200 - SHEAR WALL SCHEDULE AND DETAILSSHEAR WALL SCHEDULE NOTES:
1. SHEAR WALL DESIGNATIONS WITH AN ASTERISK (*) INDICATE THAT GYPSUM SHEATHING IS REQUIRED ON THE OTHER
SIDE OF THE SHEAR WALL AT ALL FLOORS. SEE "GYPSUM" SHEAR WALL MARK FOR REQUIRED NAILING INFORMATION
2. PROVIDE FOUNDATION ANCHORS AT MINIMUM SPACING INDICATED AND WITHIN 6" OF THE END OF BASE TRACK AT ALL
CORNERS, OPENINGS, AND DISCONTINUOUS JOINTS.
3. ANY HORIZONTAL JOINTS IN SHEATHING PANELS SHOULD BE BACKED BY SOLID STUD BLOCKING.
4. 7/16" OSB INTERIOR SHEATHING CAN BE USED IN LIEU OF GYP. BD. AT CONTRACTORS DISCRETION.
5. ALL SDS SCREWS FOR FLOOR ANCHORAGE SHALL BE SIMPSON SDS 1/4" X 3.5" UNLESS NOTED OTHERWISE
SHEAR WALL HOLDOWN NOTES:
1. ALL HOLDOWNS AND STRAPPING SHOWN IN SCHEDULE SHALL BE SIMPSON STRONG TIE CONNECTORS. SEE
MANUFACTURER TABLES FOR HOLDOWN INSTALLATION AND ATTACHMENT REQUIREMENTS, INCLUDING REQUIRED
ANCHOR BOLT DIAMETERS. SUBSTITUTIONS ONLY PERMITTED AT DISCRETION OF ENGINEER
2. HOLDOWNS REQUIRED AT FOUNDATIONS AND AT FLOOR. REFER TO SHEAR WALL PLANS FOR LOCATIONS.
3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR ANCHOR ROD SIZE. ANCHORS SHALL BE EMBEDDED 12" MIN. AT
PERIMETER LOCATIONS AND 8" MIN. AT INTERIOR LOCATIONS
TRUSS BEARING
SEE PLAN
PANEL FIELD NAILING,
SEE SCHEDULE
PANEL EDGE NAILING,
SEE SCHEDULE
TYPICAL ROOF ATTACHMENT
FINISHED FLOOR
SEE PLAN
HOLDOWN OR STRAPPING,
SEE SCHEDULE
TYPICAL FLOOR-TO-FLOOR ATTACHMENT
FOUNDATION, SEE PLAN AND
SCHEDULE
HOLDOWN, SEE SCHEDULE
TYPICAL FOUNDATION ATTACHMENT
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
END POSTS, SEE SCHEDULE
SHEATHING PANEL, SEE
SCHEDULE
PANEL EDGE NAILING, SEE
SCHEDULE
PANEL FIELD NAILING, SEE
SCHEDULE"END LENGTH"(SEE DETAIL)FLOOR CAVITY"END LENGTH"HOLDOWN OR STRAPPING,
SEE SCHEDULE
END POSTS, SEE SCHEDULE
SHEATHING PANEL, SEE
SCHEDULE
PANEL EDGE NAILING,
SEE SCHEDULE
PANEL FIELD NAILING,
SEE SCHEDULE
END POSTS, SEE SCHEDULE
SHEATHING PANEL, SEE
SCHEDULE
PANEL EDGE NAILING,
SEE SCHEDULE
PANEL FIELD NAILING, SEE
SCHEDULE
END POSTS, SEE
SCHEDULE
SHEATHING PANEL,
SEE SCHEDULE(SEE DETAIL)ROOF CAVITYS200
2
S200
3
FINISHED FLOOR
SEE PLAN
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
SEE ELEVATION AND SCHEDULE FOR
GENERAL SHEAR WALL PANEL
INFORMATION
CONTINUOUS 2x6 RIBBON BOARD
PREFABRICATED OPEN-WEB
FLOOR TRUSS
FIELD APPLIED SHEATHING
PANEL, SIZE AND NAILING TO
MATCH PANEL AT FLOOR BELOW
EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR FRAMING
FINISHED FLOOR
SEE PLAN
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
SEE ELEVATION AND SCHEDULE FOR
GENERAL SHEAR WALL PANEL
INFORMATION
PREFABRICATED OPEN-WEB
FLOOR TRUSS WITH DIAGONALS
(ALIGN OUTSIDE EDGE WITH
OUTSIDE EDGE OF WALL). SEE
PLAN FOR DESIGN DRAG LOAD
FIELD APPLIED SHEATHING
PANEL, SIZE AND NAILING TO
MATCH PANEL AT FLOOR BELOW
EXTERIOR SHEAR WALL PARALLEL TO FLOOR FRAMING
FINISHED FLOOR
SEE PLAN
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
SEE ELEVATION AND SCHEDULE FOR
GENERAL SHEAR WALL PANEL
INFORMATION
PREFABRICATED OPEN-WEB
FLOOR TRUSS WITH DIAGONALS
(ALIGN OUTSIDE EDGE WITH
SHEATHED EDGE OF SHEAR WALL).
SEE PLAN FOR DESIGN DRAG LOAD
INTERIOR SHEAR WALL PARALLEL TO FLOOR FRAMING
FINISHED FLOOR
SEE PLAN
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
SEE ELEVATION AND SCHEDULE FOR
GENERAL SHEAR WALL PANEL
INFORMATION
PREFABRICATED OPEN-WEB
FLOOR TRUSS
PREFABRICATED SHEAR BLOCKING
TRUSS BETWEEN EACH TRUSS
SPACE, SEE PLAN FOR DESIGN
DRAG LOAD
INTERIOR SHEAR WALL PERPENDICULAR TO FLOOR FRAMING
TRUSS BEARING
SEE PLAN
PREFABRICATED METAL PLATED
WOOD GABLE END TRUSS, SEE
PLAN FOR DESIGN DRAG LOAD
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
FIELD APPLIED SHEATHING, SIZE
AND NAILING PER SCHEDULE
SEE ELEVATION AND SCHEDULE
FOR GENERAL SHEAR WALL
PANEL INFORMATION
EXTERIOR SHEAR WALL PARALLEL TO ROOF FRAMING
TRUSS BEARING
SEE PLAN
PREFABRICATED METAL PLATED
WOOD GABLE END TRUSS, SEE
PLAN FOR DESIGN DRAG LOAD
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
SEE ELEVATION AND SCHEDULE
FOR GENERAL SHEAR WALL
PANEL INFORMATION
INTERIOR SHEAR WALL PARALLEL TO ROOF FRAMING
TRUSS BEARING
SEE PLAN
PREFABRICATED METAL PLATED
WOOD GABLE TRUSS
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
FIELD APPLIED SHEATHING, SIZE
AND NAILING PER SCHEDULE
SEE ELEVATION AND SCHEDULE
FOR GENERAL SHEAR WALL
PANEL INFORMATION
HEIGHTHEELCONTINUOUS 2x6 RIBBON
BOARD
NOTE: PROVIDE FULL HEIGHT BLOCKING
IN LIEU OF RIBBON BOARD IF HEEL
HEIGHT EXCEEDS 9-1/4"
EXTERIOR SHEAR WALL PERPENDICULAR TO ROOF FRAMING
TRUSS BEARING
SEE PLAN
PREFABRICATED METAL PLATED
WOOD GABLE TRUSS
CONTINUOUS SHEAR WALL
ANCHORAGE, SEE SCHEDULE
FIELD APPLIED SHEATHING, SIZE
AND NAILING PER SCHEDULE
SEE ELEVATION AND SCHEDULE
FOR GENERAL SHEAR WALL
PANEL INFORMATION
PREFABRICATED WOOD SHEAR
BLOCKING TRUSSES BETWEEN
EACH TRUSS SPACE, SEE PLAN
FOR DESIGN DRAG LOAD
INTERIOR SHEAR WALL PERPENDICULAR TO ROOF FRAMING
WALL STUDS AT 16" O.C.
UNLESS NOTED OTHERWISE
DBL. 2x SILL
2x KING STUD(S) EACH SIDE OF OPENING:
≤4'-0" OPENING: 1 KING STUD EA. SIDE
≤6'-0" OPENING: 2 KING STUD EA. SIDE
≤9'-0" OPENING: 3 KING STUDS EA. SIDE
CONTINUOUS DBL. 2x TOP PLATE,
SPLICES PERMITTED ONLY ABOVE WALL
STUDS AND ONLY ONE PLATE AT ANY
LOCATIONWALL STUDS AT 16" O.C.
UNLESS NOTED
OTHERWISE
2x JACK STUD EACH
SIDE OF OPENING, SEE
FRAMING PLAN
FOR QUANTITY
2x SILL PLATE
SEE SECTIONS
TRUSS BRG. ELEV.
SEE PLANS
FINISH FLOOR
WOOD HEADER, SEE
SCHEDULE
WALL SHEATHING, SEE
SCHEDULE. USE EDGE
NAILING ON ALL SIDES
OF OPENINGS
PANEL EDGE,
TYPICAL
ROOF SHEATHING ORIENTED
WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES
INTERIOR SUPPORT,
TYPICAL
TRUSS (TYP.)
LOCATION
SHEATHING
THICKNESS &
TYPE
BLOCKING
REQUIRED AT
PANEL EDGES
FASTENERS
AT PANEL
EDGES
FASTENERS AT
INTERIOR
SUPPORTS
FLOOR NO7/16" T&G
PLYWOOD
8d NAILS @
6" O.C.
8d NAILS @
12" O.C.
NOTES:
1. APPLY
CONSTRUCTION
ADHESIVE IN ZIG-
ZAG PATTERN TO
JOISTS/TRUSSES
RECEIVING FLOOR
SHEATHING.ROOF NO7/16" OSB 8d NAILS @
6" O.C.
8d NAILS @
12" O.C.
(SEE SCHEDULE)
MIN. THICKNESS
(SEE SCHEDULE)
MIN. THICKNESS
HOLDOWN CHORD,
SEE SCHEDULE
HOLDOWN,
SEE SCHEDULE
REFER TO
MANUFACTURER'S
SPECIFICATIONS FOR
ANCHOR ROD DIAMETER
(2) -2x SQUASH BLOCKS
(MATCH STUD SIZE
ABOVE/BELOW)
FLOOR FRAMING
HOLDOWN CHORD,
SEE SCHEDULE
HOLDOWN,
SEE SCHEDULE
HOLDOWN CHORD,
SEE SCHEDULE
HOLDOWN,
SEE SCHEDULE
REFER TO
MANUFACTURER'S
SPECIFICATIONS FOR
ANCHOR ROD DIAMETER
(2) -2x SQUASH BLOCKS
(MATCH STUD SIZE
ABOVE/BELOW)
FLOOR FRAMING
HOLDOWN CHORD,
SEE SCHEDULE
HOLDOWN,
SEE SCHEDULE
PERPENDICULAR TO FLOOR FRAMING PARALLEL TO FLOOR FRAMING
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
S200
SHEAR WALL
SCHEDULE AND
DETAILS
E2020.174 KBM
WOOD SHEAR WALL SCHEDULE
MARK SHEATHING
NAILING PATTERN END POSTS ANCHORAGE HOLDOWNS (EACH END)
NOTESFIELD EDGE LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1
SW-1 7/16" OSB (EXTERIOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
3/4" TITEN HD
ANCHORS AT 16" O.C..CS20 STRAP CS20 STRAP CS20 STRAP HDU2-SDS2.5
SW-2 7/16" OSB (CORRIDOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 3" O.C. (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
3/4" TITEN HD
ANCHORS AT 8" O.C..CS20 STRAP CS16 STRAP HDU4-SDS2.5 HDU8-SDS2.5
SW-3 7/16" OSB (CORRIDOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 2" O.C. N/A (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS N/A (2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) SIMPSON TB1475S
SCREWS AT 16" O.C.N/A CS20 STRAP CS20 STRAP HDU2-SDS2.5 N/A SHEAR WALL SW-3 STACKS ONTO A STEEL MOMENT FRAME ON THE
FIRST LEVEL, SEE DETAILS FOR ADDITIONAL INFORMATION
SW-4 7/16" OSB (EXTERIOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 2" O.C. (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
3/4" TITEN HD
ANCHORS AT 8" O.C..CS20 STRAP CS16 STRAP HDU4-SDS2.5 HDU8-SDS2.5
SW-5 7/16" OSB (EXTERIOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 4" O.C. 8d AT 3" O.C. (2) 2x4 STUDS (3) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) SDS SCREWS AT
16" O.C.
3/4" TITEN HD
ANCHORS AT 8" O.C..CS16 STRAP HDU5-SDS2.5 HDU14-SDS2.5 HD-19
SW-6 7/16" OSB (CORRIDOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
3/4" TITEN HD
ANCHORS AT 16" O.C..CS20 STRAP CS14 STRAP HDU5-SDS2.5 HDU11-SDS2.5
SW-7 7/16" OSB (CORRIDOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 4" O.C. 8d AT 6" O.C. 8d AT 4" O.C. (2) 2x4 STUDS (2) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) SDS SCREWS AT
16" O.C.
3/4" TITEN HD
ANCHORS AT 8" O.C..CS20 STRAP HDU4-SDS2.5 HDU8-SDS2.5 HD-19
SW-8 7/16" OSB (CORRIDOR SIDE) 8d AT 12" O.C. 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 3" O.C. 8d AT 2" O.C. (2) 2x4 STUDS (4) 2x4 STUDS (2) 2x6 STUDS (3) 2x6 STUDS
(2) 16d NAILS AT 16"
O.C.
(2) 16d NAILS AT 16"
O.C.
(2) SDS SCREWS AT
16" O.C.
3/4" TITEN HD
ANCHORS AT 8" O.C..CS14 STRAP HDU8-SDS2.5 HD-19 HD-19
S200
1 TYPICAL SHEAR WALL ELEVATION
S200
2 TYPICAL SHEAR WALL FLOOR ANCHORAGE
S200
3 TYPICAL SHEAR WALL ROOF ANCHORAGE
3/8" = 1'-0"S200
4 TYPICAL SHEAR WALL OPENING
3/8" = 1'-0" S200
6 TYPICAL DIAPHRAGM SHEATHING
S200
5 HOLD DOWN TIE BETWEEN FLOORS
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22