07-685-034EXIST. TRUSS
NEW VALLEY
rol ICclr-c-
2x6 @ 16" UNDER
5/8" PLYWOOD NAILED
WITH 10d NAILS @ 6"
EXISTING CONCRETE
TI E B EAM
EXISTING MASONRY WALL
TO BE REMOVED AFTER NEW
SUPPORT ANGLE IS PLACED
�H MEMBER PROVIDE
Al LS @ 4" 0. C.
2 MEMBER GIRDER
DESIGN FOR HORIZONTAL
LOAD OF 4 Kips FROM
ROOF SHEATHING
--'#"TION
IE: 3/491
16" FLAT TRUSS WITH
2x6 TOP CHORD
USP EHUH26 SEAT WITTH
WITH 2O -16d NAILS
AT HEADER AND 10 -16d
THRU TRUSS
2 -2x8 PT CONT _
WITH 3/4" X 8"
ANCHOR BOLTS @ 16"
8" WIDE CONCRETE RAKED WALL
EXTENSION. FOLLOWING GABLE WALL
SLOPING PROFILE
# 4 @ 9 "HORIZONTAL
# 5 @ 12" DOWELED IN 3/4" x 8"
EPDXY FILLED HOLE
0
0
EXISTING
l� LJ WOOD ROOF
NEW PLATES: 2 -3/8" x 10" CONT. WITH
3/4" THRU BOLTS @ 12"
C SECTION
SCALE: 3/4" = 1 ' -0"
TO CONNECT TO NEW FRAMING
^" "' `"'cT' "'^ COLUMN LEAVING
�T BASE OF
JG BEAM
SEE ARCH'L. FOR GEOMETRY OF OPENINGS
FRAMING ELEVATION 99 A 99
NEW 2x12 @ 24"
UNDER 5/8" PLYWOOD
EXISTING ROOF
USP EHUH210 SEAT WITH
WITH 2O -16d NAILS
AT HEADER AND 10 -16d
THRU JOIST
2 -2x12 PT CONT
WITH 3/4" X 8" -
ANCHOR BOLTS @ 16"
B SECTION
)SCALE: 3/4" = 1' -0"
16" FLAT TRUSSES
AT 24" O.C. PROOVIDE
'.x6 TOP CHORDS
INDER 5/8" PLYWOOD
D SECTION
)-SCALE: 3/4" = 1' -0"
EXIST BEAM LINE NEW PLATES
3/8" x 10"
0 a 4x4x 1/4" X 8" WITH
2— 3/4" X 4" A.B.
0
NEW
1 /4 OPENING
EXIST. 8" _
CMU WALL
PLATE CONNECTION TO END WALL
ADD'L. 2 # 5
FOR DEPTH GREATER
THAN 24"
EXISTING BEAM
EXISTING WALL
EXISTING ROOF
TRUSS
NEW PLATES: 2 3/8" x 10" WITH
3/4" THRU BOLTS
AT 16" O.C.
SEE DETAIL "A" FOR END
CONNECTION
EXISTING MASONRY WALL
TO BE REMOVED AFTER NEW
SUPPORT ANGLE IS PLACED
2- 3/4" X 4"
ANCHOR BOLTS
EXIST.
CONC.
4" 6" 1 2" BEAM
EXISTING CONCRETE
TIE BEAM
E SECTION
SCALE: 3/4" = 1' -0"
PLATE CONNECTION TO END WALL
WHEN PLATE CAN COTINUE PAST OPENING
DETAIL 59 A "
END ANCHORAGE DETAIL FOR NEW STEEL SIDE PLATES
SLAB OR
BEAM
OPENING: WINDOW
OR DOOR
SLAB OR
BEAM
DROP SLAB OR BEAM SOFFIT A5
REQD. TO ACCOMODATE OPENING
PROVIDE ADDITIONAL 2 # 5 BOT.
AND # 3 @ 9 TIES
COORDINATE LOCATION AND GEOMETRY
OF OPENING'S WITH ARCHITECTURAL
DRAWINGS.
WALL FRAMING AT DOOR
AND WINDOW OPENINGS
PROVIDE 8"
BEARING. MIN.
PROVIDE REINFORCING
AT END A5 NOTED IN PLAN
ADJACENT TO OPENING.
8" CMU
WALL
1�
COMBINED ENGINEERING. SCIENCES
CARLOS ENSENAT, PE, ^�L5C6 •F , • ' .
CERTIFICATE OF AUTH RI�'A N, ,�- .No`,,,9108
1214 SW 12 CT. /, "-: j
MIAMI, FL. 33135 , = , '-, ;
( 305) 856- 6345�� 7'
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