13-49-011i lip
/ 1� SPACES �2 °- 0 "'O.G. =2G'a °- 0 " "CMA�,C1
2 x 4 BLOCKING
_
NOTES:
�•,,, a
I- HORIZONTAL BRACING OF
2 =DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A :PROVIDE GROSS BRACING, AS
ROW OF HORZ. BRACING A65HOWN
SHOWN, AT EACH END ROW OF
EVERY 10' -0" OF SPAN OF TFRU55
PE ANENT HORIZONAL BRACING,
B RACING MEMBERS TO BE
AT EACH END OF THE BUILDING
CONT 1NUO5 2 "x 4" WOOD MEMBER
AND AT NOT MORE THAN 20 " -0"
Wi(t) I(od NAILS AT EACH TRUSS. AT
51PACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
B: BRACING MEMBERS TO BE 2x(o
TRU55E5m
WOOD MEMBER.
TAIL OF fi i;Z*-1 NENT LATEfRAL
z
MMM
r
EL. SEE PLAN
I=-,
IN
s 1 •
i -• w
/j
�- VAPOR BARRIER
EL. SEE PLAN
WALL FOOTING, SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF.
FIGGY BAG
PLYWOOD
12 x 12 OFENING FOR
VALLEY . i
FM
L+.•ti Its�lri low •
O.G.
ri
SCALE: 314°= I' -0'"
i t� �
!
TIE aEAM OR
SCHEDULE !
REINFORCEMENT.
E FARM
s
wi i r •
NOTE- ALL MASONRY WALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
�' C N CIFENING DETAIL
SCALE: 3/4"=P-011
s !-
""
IM
CONTROL JOINT DETAIL (C,J,)
KEYED METAL
SEPARATOR
@x 4
�r- -�Itr— III'.
5EE PLAN
NT JT C N JOINT J- i
T"r ALL FOOTING (ALTERNATE)
COfRNEfR DETAIL SCALE: 3/4"=I'-0"
SCALE: 3/4"=l'-O"
r •
TIE 5EAM R y
SCHEDULE SEE ! R
SIZE A REINFORCEMENT.
G
_ " gym._
_
V
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2 *3 TIES
HEAVY HEX AND
1 P
c4 co
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S" G.M.U. WALL
GROUT
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V
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NMI
♦ t t i"
WALL INTER�EGT(CaN
RE INF. W1 05 VERT.
SEAL
i r
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V
2 *3 TIES
HEAVY HEX AND
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SEE PLAN
t�---
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I 11 =�
TOP OF FOOTING
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SEE PLAN
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e4i� /4"0 A,B.
a
a _
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'
-
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` STANDARD
D w
3" CL.
SEE SCHEDULE FOR
`. .<
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U
SIZE d REINFORCEMENT.
• •
a
=
s •
w
ttJ
AGK NUT
I
AND WASHE
1 EACH
cfl
O BOLT
CORNER
SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING
O N
l FOOTING
DETAIL.
SCALE: 3/4"=l'-0"
70
Z
Q
a
w
w
d) i--1
NMI
♦ t t i"
WALL INTER�EGT(CaN
RE INF. W1 05 VERT.
SEAL
i r