HomeMy WebLinkAbout040 A406.pdfTyp. Panel Blocking Detail
1 112" = 1'-0' Note: Typ. @ wood stud wall bearing locations
V Q
Typ. Endwall Bracing
3/4" = 11-011
4`1 12" OC 41'
cL T P
-Y
16d COMMON
NAILS AT 12" OC ELEVATION
FROM EACH SIDE 3/411-1 1-iO"
411
12" OC
—T- Y P - I
Lower Truss-pppOng
10'-
Lower Truss Beappg
10'
2 PLY MEMBER
PLYWOOD
SPACER IF REQ'D
C14
SECTION
1 112"=V-0"
411
V� %II`I'�_ 3 PLY MEMBER
PLYWOOD
SPACER IF REQ'D
C4\
16d COMMON NAILS
AT 12" OC FROM ELEVATION SECTION
EACH SIDE 3/4"=1 I-01f 1 1/2"=V-0"
Typ. Multi -Ply Hebder/Beam Detail
314 IT = 1 1.0 IT
I r% 4 LIA AT r- A
7 Diagonal X-Bracing at Truss Web Members (Elevation View)
pa"I
0 1 Top PI ate Sp I i ce
4 Lyp. Endwall Truss Strongback D2LaA
V-0"
BEARING FALL
30'-0" MAX OC
TYPE 3 BRACING
20'-0" MAX OC
TYPE 2 BRACING
Minimum Wood Roof Truss Bracing Diagram (Plan View)
III= 11-01,
uxg.. �'..
tf
SIMILARAT
BOTTOM OF
POST
INDICATED,
CONNEC,TING ALL
PLIES TOGETHER
5 Typ. Shear all Detail Note: Refer to sheet Al 03 for shear wall locations
3/4" = 1 1-011
I MI
2X4 CONTINUOUS BOTTOM CHORD BRACING AT OR
NEAR A PANEL POINT OF WEBS.
trf 2 2X4 "VERT" CROSS BRACING, NAILED TO TRUSS WEBS
(EXTEND FROM TOP TO BOTTOM CHORD) AT AN
APPROXIMATE 45 DEGREE ANGLE AT 20'-0" OC
INTERVALS MAXIMUM.
2X4 DIAGONAL BOTTOM CHORD BRACING.
3
AT PERMANENT WEB MEMBER LATERAL BRACING
(INDICATED ON TRUSS SHOP DRAWINGS), ADD A
2X4,45 DEGREE DIAGONAL BRACE CN THE
OPPOSITE SIDE OF THE WEB AT 20'-0" OC FROM
TOP TO BOTTOM CHORD.
It
LAP SPLICES OF BRACING MEMBERS ACROSS (2)
TRUSSES MINIMUM.
NAIL BRACING WITH (2) 16d NAILS TO EACH TRUSS.
(3) NAILS AT ENDS OF BRACING.
NOTE: TRUSS MANUFACTURER SHALL DESIGN
COMPLETE BRACING SYSTEM AND PROVIDE PLANS
AND DETAILS OF BRACING AS PART OF SHOP
DRAWING SUBMITTAL.
SIMILAR AT --
BOTTOM OF
POST
MEN
26 WALLS 2X4 WALLS
19 Typ. Detail @Past Comprised of Multiple Studs
11T = 1 T-OH
mom
op of Slab A--�
01 - OF1
Now
TYPICAL
NAILING SCHEDULE
MEMBER
NAILS
CONNECTION
JOIST TO SILL OR
(3) 8d COMMON
TOE NAIL
GIRDER
(3) 3" X 0.131" DIA
BRIDGING TO JOIST
(2) 8d COMMON
TOENAIL EACH END
(2) 3" X 0131" DIA
SOLE PLATE TO JOIST
16d COMMON AT 16" OC
FACE NAIL
OR BLOCKING
TI X 0.131" DIA AT 8" OC
TOP PLATE TO STUD
(2) 16d COMMON
END NAIL
(3) T- X 0.131-T DIA
STUD TO SOLE PLATE
(4) 8d COMMON
TOE NAIL
(4) 31'X 0131" DIA
(2)16d COMMON
END NAIL
(3) 3" X 0.131"DIA
DOUBLED STUDS
16d COMMON AT 24" OC
FACE NAIL
3" X O. 131 IT DIA AT 8" OC
DOUBLED TOP PLATE
16d COMMON AT 16" OC
FACE NAIL
3" X 0. 131 " DIA AT 8" OC
DOUBLED TOP PLATE
LAP SPLICE
(8) 16d COMMON
(12) 3" X 0. 131 I'D IA
FACE NAIL
TOP PLATE
(2) 16d COMMON
FACE NAIL
INTERSECTIONS
(3) 3" X 0.131 1' DIA
CONTINUOUS
16d COMMON AT 16" OC
HEADER -MULTI -PLY
FACE NAIL ALONG
EACH EDGE
CONTINUOUS
(4) 8d COMMON
TOE NAIL
HEADER TO STUD
BUILT- UP CORNER
16d COMMON AT 24" OC
FACE NAIL
STUDS, EACH BRG
3" X 0. 131 " DIA AT 16" OC
RIM JOIST FO TOP
8d COMMON AT 6" OC
TOE NAIL
PLATE
3" X 0. 131 " DIA AT 6" OC
■
0
C\j
W
C\j
0
CD
N
E
co
C\1
0
Ld
W
W
>
CO
0)
11pF yP
W
00
00
Q0
Cn
TE
T-
<
co
nt
M
U-
Cn
C-)
cz
co
ICU
ICU
C:)
(D
-0
tu
C)
PROJECT PHASE:
Permit Drawings
'PROJECT t DA E:
0906 .27