HomeMy WebLinkAbout06120009.20WOOD TRUSS
V4 0 ANCHOR RODS x
9` av)l 0 4' -0" OC
SIMPSON H1 ANCHOR 0 EACH
TRUSS
2x8 TREATED DOUBLE
TOP PLATE
8" BOND BM w/
(2) #5 CONT
CMU WALL
(2) 8` BOND BM w/
2 #5 CONT
,THING
VENTING ZONE /AIR SPACE
RIGID INSUL
2x8 BLOCKING BETWEEN
WOOD TRUSSES
i
m�
0
SIMPSON HANGER 0
EACH TRUSS
WooO TRUSS
(2) 2x8 TREATED LEDGER w /`�
HILTI HIT -MAX EPDXY ANCHOR 0
2' -0` OC (COUNTERSINK BOLT)
BEAM 0 OVERHEAD DOOR w/ fib`
CONT BOTTOM PLATE
BOTTOM STEEL
_w +(SEE PLAN)
ALTERNATE SECTION
SCALE: -Y4" = 1' -0" DET018_26125
STRINGER
L3x3YY x O' -6" CUP ANGLE
(2) 9'0 HIL71 HY -150
MAX EPDXY ANCHORS
(5` EMB DEPTH)
SLAB
SECTION
SCALE. -Y4" = 1' -0"
L3x3xY x 0' -6` CUP ANGLE
(WELD TO STRINGER) w/ (2)
4"0 EACH STRINGER
STRINGER -�
SECTION
DET020 -26125 \,S4 J
2x6 TREATED PLATE w/ NO x
ANCHOR ROD 0 4' -0" OC
�- SHEATHING 3"
r- STIFFENER PLATE
z /
SCALE: N" = 1' -0"
DET022_26125 ��J
EXIST CONSTRUCTION
1
NEW CONSTRUCTION _
SIMPSON Hl S
2x TREATED DOUBLE m
SI EACH TRUSS A
TOP PLATE -
COLUMN
ATTACHED TO BEAM w/ z
z
BEAM 2
NO THRU BOLT 0 �
�
Nt' EXP JT MAT L
2' -6lX8
CONC SLAB
ALTERNATE S
SECTION 0
T
05
�.
+(SE PLAN)
APPLY BONDING AGENT
TO ALL SURFACES
ADJOINING NEW CONC
T G
DRILL AND SET
(w/ 1' -0" EMBEDMENT
°y':':
ii ii 0 1Y OC, EACH WAY
-(SEE PLAN)
INTO EXIST) 0 12" OC
":.o :
�
u u
w/ HILTI HY150 -MAX TO
BOND INTO EXIST WALL
FTG
#5 012` OC
_______
4:�L
. • • • •
I
SEE PLAN
SECTION
SCALE: �4" = 1' -0"
DET023_26125
SECTION
SCALE: -Y4"
LAG SCREW 0
TRUSS BOTTOb
CHORD
L34
-�
c
sg
a
WOOD TRUSS Lm
BOTTOM CHORD
SECTION
SCALE: �4"
PIPE SLEEVE WELDED
INSIDE ANGLE
DOD TRUSS BOTTOM CHORD
r POST
DET016_26125
SLEEVE
RT POST
Z*
-L3x3xY LAG SCREWED TO
UNDERSIDE OF WOOD
TRUSS (TYP)
U11�
DET015_26125
T EAM
+(SEE PLAN)
SIMPSON Hl S
2x TREATED DOUBLE m
SI EACH TRUSS A
TOP PLATE -
m
ATTACHED TO BEAM w/ z
z
BEAM 2
NO THRU BOLT 0 �
�
2' -6lX8
05 0
ALTERNATE S
SECTION 0
05
SCALE:
SIMPSON H1 ANCHOR 0
EACH TRUSS EACH SIDE
111 �
SECTION
SCALE: V4" = 1' —O"
BEAM
DET017_26125
(2) 2x12 PLATE w/ V0 THRU
BOLT 0 2' -0` OC STAGGERED
EACH SIDE WEB OF BEAM
TAEAMAK
+(SEE PLAN)
WOOD TRUSS
DET021_26125
(2) 8" KNOCKOUT
BOND BEAM'S w/
(2) #5 CONT
SECTION
SCALE: -Y4"
do
' 1 ►1 mar
a1 r a
— 1 'Ir
« al 1 ! G aaa« • 1 • ����i
1 1 ra• ;ar
0100 1 111 ` TT
LAG SCREW POST BASE TO
FRAMING BELOW SHEATHING
SHEATHING -
WOOD I -JOIST -�
WEB STIFFENER 0 EACH -�
SIDE OF POST
MASONRY SHEAR WALL (MSW)
SECTION
SCALE: V4" = 1' —O"
LAG SCREW POST BASE TO
FRAMING BELOW SHEATHING
LVL EACH SIDE OF POST
WEB STIFFENER
SHEATHING ---\
WOOD I -JOIST -'
SIMPSON HANGER -�
MASONRY SHEAR WALL (MSW)
SECTION
SCALE: �4"
WOOD TRUSS
SECTION
SCALE: V4"
DET005_26125
RIM BOARD/TO KICKER
LVL NAILER EACH SIDE
OF POST NAILED IN
JOIST 0 EACH END
"-8! KNOCKOUT BOND
BEAM w/ (2) #5 CONT
DET006_26125
RIM BOARD/TO KICKER
LVL NAILER
KNOCKOUT BOND
BEAM w/ (2) #5 CONT
10/S404
DET007_26125
�G SCREWED TO
OF WOOD TRUSS
DET014_26125
SCALE: ;Y4 0"
#10 SCREWS 0 25T OC
0 BOUNDARY EDGES
#10 SCREWS 0 10` OC IN
FIELD OF PANELS
48' PLYWOOD PANEL —'
WD -014 UNBLOCKED DIAPHRAGM
#10 SCREWS 0 4` OC AT
FLOOR JOISTS OR TRUSSES
`'FLOOR JOISTS
OR TRUSSES
TYPICAL FLOOR SCREW PATTERN
111 -1r
I�.LIJ 1 1�
SECTION
SCALE: V4
WOOD TF!USS -
WO ANCHOR RODS x
9` M 0 4' -0` OC
SIMPSON H1 ANCHOR 0 EACH
TRUSS
2x8 TREATED DOUBLE
TOP PLATE
8" BOND BM w/
(2) #5 CONT
SECTION
SCALE: V4
CMU WAIL
WOOD TRUSS OR WOOD KNEE WALL
*70 ANCHOR ROD
0 32" OC
2x6 DOUBLE TOP PLATE (CONT)
BOND BEAM
MASONRY WALL
DET001_26125
THING
VENTING ZONE /AIR SPACE
RIGID INSUL
2x8 BLOCKING BETWEEN
WOOD TRUSSES
i
a�
DET002 -26125
E
if
LAG SCREW POST BASE TO
FRAMING BELOW SHEATHING
SHEATHING -
WOOD I -JOIST -�
WEB STIFFENER 0 EACH -�
SIDE OF POST
MASONRY SHEAR WALL (MSW)
SECTION
SCALE: V4" = 1' —O"
LAG SCREW POST BASE TO
FRAMING BELOW SHEATHING
LVL EACH SIDE OF POST
WEB STIFFENER
SHEATHING ---\
WOOD I -JOIST -'
SIMPSON HANGER -�
MASONRY SHEAR WALL (MSW)
SECTION
SCALE: �4"
WOOD TRUSS
SECTION
SCALE: V4"
DET005_26125
RIM BOARD/TO KICKER
LVL NAILER EACH SIDE
OF POST NAILED IN
JOIST 0 EACH END
"-8! KNOCKOUT BOND
BEAM w/ (2) #5 CONT
DET006_26125
RIM BOARD/TO KICKER
LVL NAILER
KNOCKOUT BOND
BEAM w/ (2) #5 CONT
10/S404
DET007_26125
�G SCREWED TO
OF WOOD TRUSS
DET014_26125
SCALE: ;Y4 0"
#10 SCREWS 0 25T OC
0 BOUNDARY EDGES
#10 SCREWS 0 10` OC IN
FIELD OF PANELS
48' PLYWOOD PANEL —'
WD -014 UNBLOCKED DIAPHRAGM
#10 SCREWS 0 4` OC AT
FLOOR JOISTS OR TRUSSES
`'FLOOR JOISTS
OR TRUSSES
TYPICAL FLOOR SCREW PATTERN
111 -1r
I�.LIJ 1 1�
SECTION
SCALE: V4
WOOD TF!USS -
WO ANCHOR RODS x
9` M 0 4' -0` OC
SIMPSON H1 ANCHOR 0 EACH
TRUSS
2x8 TREATED DOUBLE
TOP PLATE
8" BOND BM w/
(2) #5 CONT
SECTION
SCALE: V4
CMU WAIL
WOOD TRUSS OR WOOD KNEE WALL
*70 ANCHOR ROD
0 32" OC
2x6 DOUBLE TOP PLATE (CONT)
BOND BEAM
MASONRY WALL
DET001_26125
THING
VENTING ZONE /AIR SPACE
RIGID INSUL
2x8 BLOCKING BETWEEN
WOOD TRUSSES
i
a�
DET002 -26125
E
if