11-649-0250.25 (L-1)
OR CANTELEVER "L"
WHICHEVER IS GREATER
-- TOP BARS
CANTELEVER
- & 25(L— 1 OR 0.252)
WHICHEJ IS GREATER
C" BARS
NOTE:
WHERE NECESSARY CONT. TOP BARS
SHALL BE LAPPED 24 BAR DIA. IN
MIDDLE 1/3 OF SPAN.
0.25(L-2
m)
"EAM STEEL PLACEMENT DIAGRAM
SCALE N.T.S.
2"x2" R/S CEDAR LATTICE
0 24" O.C. NAILED TO
TRELLIS WITH 1 #20d
GALV. RING SHANK NAILS
1-1/2
3
1-1/2
I '
�t
2"x8" R/S CEDAR
TRELLIS @ 14" O/C
BOLTED TO HEADER
WITH 3 "x3"xl /4" GALV.
ANGLE CLIP AND 1/2" THRU
BOLTS
TRELLIS JOIST CONNECTION
DETAILS SCALE: NONE
2-1/2" DIA.x6" HEADED
STUDS
ml IXM#1
I
TYP. MAS. PILASTER TO
TRELLIS SUPPORT BEAM
SCALE: N.T.S.
ADD (4) TIES AT
3" O.C. @ ENDS OF BEAM
CONC. BEAM
SEE SCHEDULE
ADD (4) TIES AT
-- ------ 3" O.C. @ ENDS OF BEAM
GONG. BEAM
SEE SCHEDULE
ADD (4) TIES @
3" O.C.
co
CONC. COLUMN
CL
0,' SEE SCHEDULE
BEAM CONN Eu"TIO*N'
SCALE: N.T.S.
NOTE: AT COrNERS OR WHERE CON
COLUMN IS PRESENT, DOWEL #5
REBAR (3/4" DIk X 4" DEEP EPDX
FILLED HOLES.) AT 16"
r
SOLID GROUT EACH CELL
WITH REINFORCEMENT
JOINT REINFORCING
RE: GENERAL NOTES
WALL REINFORCING PLAN'
SCALE: N.T.4
m
1 # 5 VERTICAL IN BLO
CELL FILLED WITH GONG
(SEE FOUNDATION PLAN1�
sm
u1m;
TO WALL FOR FL SUPPORT,,-
1/2'XB. W/ 2-1/2- MIN. 'PEN ON
@24' O.C.
SCALE
w om
604mmill*1
r��ect Number
SHEET TITLE
SECOND
FL. FRAMING
c:
cr-
:D
I-,
00
• 0
o
t1r)
4-j
m
Q
06'c
c)) "Q-
—
-
cr-
o
c
3:
i
LL
0
U)
u
c:
<
-j
0
0
SOLID GROUT EACH CELL
WITH REINFORCEMENT
JOINT REINFORCING
RE: GENERAL NOTES
WALL REINFORCING PLAN'
SCALE: N.T.4
m
1 # 5 VERTICAL IN BLO
CELL FILLED WITH GONG
(SEE FOUNDATION PLAN1�
sm
u1m;
TO WALL FOR FL SUPPORT,,-
1/2'XB. W/ 2-1/2- MIN. 'PEN ON
@24' O.C.
SCALE
w om
604mmill*1
r��ect Number
SHEET TITLE
SECOND
FL. FRAMING