HomeMy WebLinkAboutS601 - Schedules and Shear Wall DetailsSHEAR WALL SCHEDULE HOLDOWN
TYPE WALL SHEATHING
FASTENER TYPE
AND SPACING AT
WALL PANEL EDGES
FASTENER TYPE
AND SPACING WITHIN
WALL PANEL FIELD
2x BLOCKING
REQUIRED AT WALL
PANEL EDGES
FLOOR/ROOF
SHEATHING
CONNECTION TO
BLOCKING/TRUSS/RIM
FLOOR/ROOF TRUSS
BOTTOM
CHORD/BLOCKING/RIM
CONNECTION TO TOP PL
HOLD-DOWN TYPE
AT EACH END
2x SILL PL CONNECTION TO
CONCRETE SLAB OR
FOUNDATION
MARK
HOLDOWN
(EA END OF
SHEAR WALLS)
NUMBER OF 2x
END STUDS
HDU2 HDU2 w/ (1) 5/8"ø
THREADED ROD (2)2x
A
B
7/16 APA RATED
SHEATHING TWO SIDES
8d NAILS
@ 6"oc
8d NAILS
@ 6"oc
YES
YES
8d NAILS
@ 6"oc
8d NAILS
@ 6"oc
(1)A34 @ 16"oc
7/16 APA RATED
SHEATHING ONE SIDE
8d NAILS
@ 12"oc
8d NAILS
@ 12"oc (1)A34 @ 12"oc
1/2"ø @ 24"oc
1/2"ø @ 24"oc
HDU5 w/ (1) 5/8"ø
THREADED ROD (2)2x
NOTES:
1. SEE "TYPICAL HOLDOWN AT SHEARWALL END STUD DETAIL" & "SHEAR WALL SHEATHING NAILING DETAIL" ON SHEET ???
FOR ADDITIONAL INFORMATION.
NOTES:
1.AT CONCRETE SLAB USE EPOXY ADHESIVE w/
8" EMBEDMENT. AT STEEL BEAM BOLT THRU
TOP FLANGE & PROVIDE WEB STIFFENER PLATE
3/8" WITHIN 6" OF THREADED ROD.
2.INSTALL SOLID BLOCKING IN FLOOR
CONSTRUCTION UNDER END STUDS.
HDU5
HDU2
HDU5
H1
WOOD HEADER SCHEDULE
WALL TOP PLATE
END STUD(S)
PER SCHEDULE
HEADER PER
SCHEDULE
MARK HEADER SIZE
NO. BEARING STUDS
BOTH ENDS
NO. END STUDS
BOTH ENDS NOTES
(3)2x8
(3)2x12
5.5"x12" GLULAM
(1)
(2)
(2)
(1)
(2)
(3)
Hx
H2
H3
NOTE:
1.INSTALL SOLID BLOCKING IN FLOOR CONSTRUCTION UNDER
MULTIPLE BEARING STUDS
SIMPSON A34
@ EXTERIOR
WALL LOCATIONS
PER SCHEDULE
BEARING STUD(S)
WALL STUDS
4'x8' EXTERIOR
(SHEAR) WALL
SHEATHING PANEL
8' - 0"OF STUD (TYP @ JOINTS)
3/4" OFFSET OF
PANEL EDGE FROM EDGE
4' - 0"
PANEL
BOUNDARIES
APPLY PANELS w/
LONG DIMENSION
PERPENDICULAR TO
STUDS, AS SHOWN
2x BLOCKING AT
PANEL JOINTS
(TYP)
2x WALL
STUDS
@ 16"oc (TYP)
PANEL JOINTS
PARALLEL TO
STUDS TO BE
OFFSET 4'-0"
APPROX AS SHOWN
PANEL JOINTS
PERPENDICULAR
TO STUDS TO BE
CONTINOUS AS
SHOWN
TYPICAL PANEL FIELD NAILING
TYPICAL PANEL BOUNDARY NAILING
TYPICAL PANEL EDGE NAILING
AT JOINTS PARALLEL TO STUDS
TYPICAL PANEL EDGE NAILING
AT BLOCKED JOINTS
PERPENDICULAR TO STUDS
DOUBLE TOP PLATE (TYP)(TYP AT BOUNDRIES)3/8" EDGE NAILING OFFSETSHEAR WALL NAILING DETAIL
SCALE: NONE
END STUD, (2) 2x
EACH END OF
SHEAR WALL
NAIL SHEAR WALL SHEATHING
TO FIRST TWO END STUDS
THE SAME AS INDICATED ON
THE SHEAR WALL SCHEDULE
FOR FASTENER TYPE &
SPACING AT PANEL EDGES
BOTTOM PLATE
HOLDOWN
SHEAR WALL
SHEATHING
NAIL FIRST END STUD
TO SECOND END STUD
w/ 16d NAILS @ 6"oc
TYPICAL HOLDOWN AT SHEAR WALL END STUD DETAIL
SCALE: NONE
HOLDOWN, SEE
PLAN
BEARING STUDS, (2)
2x EACH END OF
SHEAR WALL
BOTTOM PLATE
ROOF SHEATHING
(2)2x TOP PLATE
WALL SHEATHING
STUD WALL
WOOD TRUSS
SHEAR
WALL
SHEATHING
ANCHORS, SEE SHEAR
WALL SCHEDULE
STUD WALL, SEE PLAN
FOR SIZE & SPACING
TYPICAL SHEAR WALL
SILL PLATE DETAIL
SCALE: NONE
MIN 3"x3"x0.229" PLATE
WASHER
NUT
FILLER BLOCKING
FASTENER PER SHEAR
WALL SCHEDULE
TYPICAL SHEAR WALL
TOP PLATE DETAIL
SCALE: NONE
2x WOOD CEILING
STD WASHER
COLUMN PIER SCHEDULE AND DETAILS
#3 TIES @ 10"
(4)#5 VERT
BARS
TYPICAL PIER P10 PLAN DETAIL
TYPICAL T/ PIER REINFORCEMENTEQEQ NEQ EQ
B
COL
COL
UNO8"2"1 1/2" = 3"2 SPA @TYPICALSEE PLANHOOKED DOWELS
TO MATCH SIZE AND
NUMBER OF VERT
PIER BARS
C O L U M N P I E R S C H E D U L E
(4)#5 VERTICAL10" 10" SEE PIER P10 PLAN DETAIL
N B NOTESREINF
P10
MARK
#3 TIES @ 12"
VERT BARS,
SEE SCHED
TYPICAL PIER P18 PLAN DETAIL EQEQ NEQ EQ
B
COL
COL
(8)#7 VERTICAL18" 18" P18 SEE PIER P10 PLAN DETAIL
POST BASE
SCALE:
PROJECT NUMBER:PLOT DATE:757 FREDERICK ROAD
SUITE 202
CATONSVILLE, MD 21228
(410) 461-7763
JSRASSOCIATES.NET
JANE@JSRASSOCIATES.NET
Professional Certification:
SHANNON D. STROTMAN, PE
REGISTRATION #: PE11300227
STATUS:
REVISION LOG
REV # DATE DESCRIPTION
DRAWN BY:
SHEET NO.
SHEET NAME
BUILDER:
As indicated 12/21/2020 5:07:10 PMSCHEDULES AND SHEAR WALL
DETAILS
29012
CADD
S601 James MilesPERMIT2080 W 106th Street, Carmel, IN 46032Willow Haven Senior Homes08/09/21