07-685-033EXIST. TRUSS
16" FLAT TRUSS W
2x6 TOP CHORD
USP EHUH26 SEAT WI
WITH 2O -16d NAILS
AT HEADER AND 10 —'
THRU TRUSS
2 -2x8 PT CONI
WITH 3/4" X 8'
ANCHOR BOLTS ® 16"
NEW VALLEY
_-ni iciclr -c-
SECTION
SCALE: 3/4" = l'-011
;H MEMBER PROVIDE
AILS @ 4" O.C. NEW 1/2" PLYWOOD
EACH SIDE OF ROOF
ASSEMBLY EXTENDED
1' -6" FROM NEW
TUBE SUPPORT
NAIL TO MEMBERS WIT
10d NAILS 0 4" O.C.
2 MEMBER GIRDER
DESIGN FOR HORIZONTAL
LOAD OF 4 Kips FROM
ROOF SHEATHING EXISTING I
CEILING M
)E 2x6 BOTTOM CHORD CUT OVER
:CTED TO EXISTING WALL REQUIRED
5.8" x 8" A.B. ® 16" O.C. SUPPORT
1/4" x 4" COLLAR
SECTION
.1-11?
ANCHOR BOLTS ® 16"
C SECTION
SCALE: 3/4" = V -0"
I KU55 bu
202 R001
2—
EXIST BEAM LINE NEW PLATES
1 2X STRAP
3/8" x 10"
10d NAILS
0 L:
a 4x4x 1/4" X 8" WITH
2— 3/4" X 4" A.B. n
O
WOOD STUD �� NEW WALL 1 /4 OPENING
EXIST. 8" _
CMU WALL
PLATE CONNECTION TO END WALL
ELEVATION OF JOIST OR TRUSS ANCHORAGE
TO WOOD STUD WALL
2— 3/4" X 4"
ANCHOR BOLTS
EXIST.
CONC.
4' 6" 2" BEAM
PLATE CONNECTION TO END WALL
WHEN PLATE CAN COTINUE PAST OPENING
DETAIL 99 A "
END ANCHORAGE DETAIL FOR NEW STEEL SIDE PLATES
TS 10x4x 3/
EXISTING ROOF 8
CEILING MEMBERS
1/4" x 4" COLLAR
M117D TAI ICQ WPA nrn
ADD'L. 2 # 5
FOR DEPTH GRE
THAN 24"
I Udt
B ELEVATION
TRUSS
/2"
) TO
DROP SLAB OR BEAM SOFFIT A5
REOD. TO ACCOMODATE OPENING
L2 #5DOT.
COORDINATE LOCATION AND GEOMETRY
OF OPENING'S WITH ARCHITECTURAL
DRAWI NG5.
WALL FRAMING AT DOOR
AND WINDOW OPENINGS
y
PROVIDE 8"
BEARING. MIN.
ROVIDE REINFORCING
T END A5 NOTED IN PLAN
DJACENT TO OPENING.
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