HomeMy WebLinkAboutS502 - Typical Wood DetailsCOLUMN - BEAM COLUMN - BEAMWOOD COLUMN - BASE
@ CONC
COLUMN BASE
SIMPSON CB66 OR
CB86
(@ END SUPPORTS) (@ INTERIOR SUPPORTS)
WOOD
COLUMN
WOOD BEAM
COLUM
CAP
WOOD
COLUMN
WOOD BEAM
COLUM
CAP
WOOD
COLUMN
WOOD BEAM
ROOF SHEATHING
WOOD TRUSS
2x8 PLATE w/ 1/2" DIA.
THREADED ROD @ 24"oc,
13" EMB, TACK WELD
NUT AND WASHER TO LOW END
WALL, SEE PLAN
SIMPSON
LUS24
(INVERTED)
FULL DEPTH BLOCKING,
EVERY OTHER COURSE
8d NAILS @ 6"oc
(1)SIMPSON A34
@ EA. BLOCK
SIMPSON BPS1/2-6
@ EA. THREADED ROD
0' - 0 1/2" MAX
SIMPSON H3 @ 24"oc
2x6 w/
(2) 10d NAILS
@ 12"oc
TRUSS BRG
SEE PLAN
ROOF SHEATHING
(2)2x TOP PLATE
8d NAILS @ 6"oc
(1) SIMPSON A34
@ EA. BLOCK
SIMSPON H2.5
@ EA. TRUSS
SIMPSON H8 @ 24"oc
WALL SHEATHING
STUD WALL,
SEE PLAN FOR
SIZE & SPACING
2x BLOCKING EVERY
OTHER TRUSS
SPACE
WOOD TRUSS
WOOD TRUSS (TYP)
ROOF SHEATHING
C
(2) 10d NAILS AT EACH
DIAGONAL/BOTTOM CHORD
BRACE & TRUSS BOTTOM
CHORD INTERSECTION (TYP)
(2) 10d NAILS AT EACH
BRACE/TRUSS WEB
INTERSECTION (TYP)
±12
12
A B
A BOTTOM CHORD BRACING - SEE PLAN FOR LOCATION
B DIAGONAL BOTTOM CHORD BRACING -SEE PLAN FOR LOCATION
C 2x4 VERTICAL (OR INCLINED) X-BRACING
20'-0" MAX BETWEEN X-BRACING
SIMPSON
MSTA18 w/ (14)
10d NAILS (TYP
AT ALL TOP
PLATE
SPLICES)
(2)2x6
TOP PLATE
ROOF TRUSS (TYP)
2x TOP PLATE
AT ALL
PERIMETER
WALLS (TYP)
BETWEEN JOISTS
2' - 0"
(8) TOTAL
(2) 16d NAILS
@ 4"oc 3" 6"
(8) TOTAL
(2) 16d NAILS
@ 4"oc 6" 3"
(8) TOTAL
(2) 16d NAILS
@ 4"oc
JOINT
TOP PLATE SPLICE DETAIL
SCALE: NONE
TYPICAL WOOD ROOF TRUSS PERMANENT BOTTOM CHORD AND
SWAY BRIDGING DETAIL
SCALE: NONE
ALTERNATE PERMANENT WEB BRACING
CONFIGURATIONS
SCALE: NONE
T-BRACE L-BRACE
U-BRACE SCAB BRACE
8d NAILS @ 6"oc
WEB BRACE
TRUSS WEB MEMBER 8d NAILS @ 6"oc
WEB BRACE
TRUSS WEB MEMBER
8d NAILS @ 6"oc (TYP.)
WEB BRACE
TRUSS WEB MEMBER 8d NAILS @ 6"oc
WEB BRACE
TRUSS WEB MEMBER
NOTES:
1. ALTERNATE PERMANENT WEB BRACING CONFIGURATIONS TO BE USED WHEN WEBS OF ADJACENT
ROOF TRUSSES DO NOT ALIGN AND CONTINUOUS LATERAL WEB BRACING CANNOT BE USED.
COORDINATE TRUSS WEB MEMBERS WHICH REQUIRE PERMANENT BRACING WITH ROOF TRUSS SHOP
DRAWINGS.
2. WEB BRACING SHALL BE (MINIMUM) SAME SIZE AS TRUSS WEB MEMBERS.
3. WEB BRACING SHALL EXTEND FOR LENGTH OF TRUSS WEB MEMBER.
TRUSS BLOCKING
EVERY OTHER
TRUSS SPACE
WOOD TRUSS
WOOD TRUSS
8d NAILS @ 6"oc
(2) 2x TOP PLATE
10d NAILS @ 6"oc
EA END (2)SIMPSON A34
AT EA TRUSS BLOCKING
STUD WALL, SEE PLAN
FOR SIZE & SPACING
ROOF SHEATHING
TRUSS DESIGNER TO DESIGN
TRUSS BLOCKING TO
TRANSFER A LATERAL FORCE
OF 500# FROM TOP CHORD TO
BOTTOM
TRUSS INTERMEDIATE BEARING WALL DETAILOVERHANG DETAIL
SCALE: NONE
ALTERNATE TOP PLATE SPLICE DETAIL
TRUSS BEARING DETAIL
SCALE: NONE
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:
3/4" = 1'-0"12/21/2020 5:07:09 PMTYPICAL WOOD DETAILS
29012
CADD
S502 James MilesPERMIT2080 W 106th Street, Carmel, IN 46032Willow Haven Senior Homes08/09/21