13-452-091METAL TRUSS ANCHOR
(SEE ROOF PLAN CONN.�
SCHED FOR CONNECTOR
- -- -- TYPE) -
T.O.BM. J4 - - -�
ELEV. +8 -4"
T.O.EXIST.BM.
--------- - - - - --
ELEV. +7 -0"
(FIELD VERIFY)
DRILL 1 #5 REBAR 14"
LG. MAX. AT 32" O.0 INTO
EXISTING CONC. TB W/
HIT HY 150 BY HILT] 3
SYSTEM, MIN. 412" EMBED.
EXIST. 8"
MASONRY WALL
T.O.GRD.FLOOR _
ELEV. -1 -0"
1-2X5 WOOD PLATE ATTACH.
TO CONC TB W/ 112`0 KWIK
BOLT 3 BY HILTI 3 @ 18" O.C.
T.O.BM.
----------------
CONC. RK. BEAM (SEE
PLAN SCHEDULE
FOR REINF.)
8" CONC. BLOCK
WALL REINF. W/ #5
@ 32" O.C. (SEE PLAN)
ELEV.VARIES - - ---- -_____
(FIELD VERIFY)
T.O.EXI5T,13M
Fl FV - +8 -4"
EXIST. CC
T.O.GKD.FL.
ELEV.0 -0"
NEW PREF. WD.
TRUSS @ 24"
O.C. (TYP.)
�- CONC. BEAM (SEE
! PLAN SCHEDULE
FOR REINF.)
it
I EXIST. CONC. TB
I
I
I
i
I
I
I
I
I
EX15T.4" CONC.
(SEE GROUND FI
I I
EXIST. CONC.
FOOTING
S/8° PLYWOOD 5HEATING
( SEE ROOF PLAN)
NEW PREF. WD.
TRUSS @ 24"
O.C. (TYP.)
CONC. BEAM (SEE
PLAN * 5CHEI
FOR RE
EXIST. CONC. T
�I
METAL TRU55 ANCHOR
(SEE ROOF PLAN * CONN.
SCHED FOR CONNECTOR
TYPE)
SECTION A
SCALE 3/8 "= 12"
��S_�
2 -2X8 WOOD LEDGER
ATTACH. TO CONC TB WI
5/8 "0 KWIK BOLT 3 BY HILTI 3
@ 18" O.0 (SEE ROOF PLAN)
5 /3' PLYWOOD 5HEATING
( SEE ROOF PLAN)
DRILL 1 #5 REBAR X 86" MAX. LG.
AT 32" O.0 INTO EXISTING
CONC. W/ HIT HY 150 BY HIL 13,
MIN. 412" EMBED.
I5T. 8" MASONRY
ALL
- EXI5T.4" CONC. SLAB
(SEE GROUND FLOOR)
..... .... ......
I I
EXIST. CONC.
FOOTING SECTION rc
SCALE 3/8 "= 12"
��S-6
NEW PREF. WD. TRU55
@ 24" O.C.
EXIST. WD. TKU55
TO REMAIN
'WALL
I I
4r, \T
EXIST. CONC.
FOOTING
METAL TRUSS ANCHOR_
(SEE ROOF PLAN * CONN.
5CHED FOR CONNECTOR
TYPE)
T.O.BM.
ELEV. +8 -4"
NEW CONC. COL.
BEYOND
1 -2X8 WOOD PLATE ATTACH.
TO CONC TB W/ 112 "0 KWIK
BOLT 3 BY HILTI 3 @ 18" O.C.
T.O.BM
ELEV.VARIES
CONC. ARCH. BEAM
BEYOND (SEE PLAN
SCHEDULE FOR REINF.)
T.0 13M
ELEV. +I 1 -4 "-
•
,s
2 -2X8 WOOD LEDGER
ATTACH. TO CONC TB WI
5/8 "0 KWIK BOLT 3 BY
HILTI 3 @ 18" O,C (5EE
ROOF PLAN)
DNC. BL K
REINIF. W 5
@ 32" C.
CONC. TB (SEE
T.O.EXIST,BM PLAN * SCHEDULE
ELEV. +B -4 - -- -- FC�R REINIF.)
P E I5T. TRUSSES W/
RO Df I NG PAPER TO ISOLATE
FROM CONCRETE
NEW CO 13EYCOND
DRILL 1 #5 REBAR 14"
LG. MAX. AT 32" O.0 INTO
EXISTING CONC. TB W/
HIf HY 150 BY HILTI 3, MIN.
412' EMBED.
1 -2X8 WOOD PLATE
ATTACH. TO CONC TB
WI 112 "0 KWIK BOLT 3
BY HILTI 3 @ 18" O.C.
CO BEAM
BEY ND(5EE R F PLAN
f 5 EDULE F REINF.)
5 /8" PLYWOOD 5HEATING
( SEE ROOF PLAN)
SEE DETAIL D /S -4, ROOF
PLAN * CONN. SCHED. FOR
CONN. DETAILS
NEW CONC. COL.
BEYOND
VALLEY TRUSS
FRAMING
NEW PREF. WD. TRUSS
@ 24" O.0 (TYP.)
(BEYOND)
EXIST.WD. TRUSS
TO REMAIN
(BEYOND)
5" GONG SLAB EX15T.4" CONC. SLAB
( EE R 0D FLOOF� - _ - - (SEE GROUND FLOOR) - - —
_ _ _ _ T.O.EXIT.SLAB
T.0.SLAB 1- 7 _ _— _ — — - ELEV.0 -0"
ELEV. -0' -6" Xi>` �I %� % / /�i��i;� �/\�; % \ \�\ \!\�
I I I I
I I I I
I I I I
(51EE FOOTING BEYOND J SECTION
(SEE 5CI1D, FOR SIZE rB
REINF.)
SCALE 3/8 "= 12" S
5/a" PLYWOOD 5HEATING
( SEE ROOF PLAN)
NEW PREF. WD.
TRUSS @ 24"
0.0 MT.)
12
5�
CUT OFF EXIST.
ROOF OVERHANG
CONC. BEAM (SEE
PLAN * SCHEDULE EXIST. CONC. TB
FOR REINF.)
4" CONC. SLAB
(SEE GROUND FLOOR)
T.O.GRD.FL.
x --
X
METAL TRU55 ANCH
(SEE ROOF P
CONN.5
\�'
EXIST. ROOF FRAMING
TO MAIN
EXIST. WD. PLATE
_ELl TO REMAIN
EXIST. 8" M
WALL
EXIST .4" CO C. SLAB
(SEE GROUND FLOOR)
'.9�
I I I
FOOTING BEYOND �.�,
(SEE SCHEDULE FOR EXI5T. CONC.
DIM. REINF.)
SECTION FOOTING
t
SCALE 3/8 "- 12" S_6 y �/
V
h °o
/j,
'J' A7..3 ...'A y L)f'LJ^;d... r
Chau L. Manh P.E. #68215
Structural Engineer
6720 NW 174th TER.
Hialeah, FL 33015
Ph: 786- 547 -7921
Fax: 305-863-3381 J
The information contained in this document and the document itself are exclusively the property of CLM. and may not be reproduced
or used for other purpose than the referenced project for which it was created unless with the explicit consent of CLM engineering-
.
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' REVISIONS BY
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� License # AR- 0015253