11-662REV-02412
12
2x4 P.T. BLOCKING
BETWEEN TRUSSES,
FIT TIGHT WITH (2) 10d
TOENAILS EACH END.
EXIST. ROOF FRAMING AND
SHEATHING TO REMAIN.
2x4 F.T. BLOCKING BETWEEN
TRUSSES, FIT TIGHT WITH (2) 10d
TOENAILS EACH END.
NEW C 1245 CONT. CHANNEL EACH
SIDE OF EXISTING TIE BEAM WITH
-1/4'-P THRU 5OLTSm 121 c/c.
EXIST. 8'x12' CONC.
TIE BEAM TO REMAIN.
FAI
VAPOR 5ARRIER
WELL COMPACTED FILL.
FILL ALL CELLS SOLID WITH CONC.
FROM GROUND FLOOR SLA5 TO
TOP OF FTG.
SECTION
12
13
VAPOR 5ARRIER
WELL COMPACTED FILL
FILL ALL CELLS SOLID
WITH CONC. FROM
GROUND FLOOR SLA5
TO TOP OF FTG.
5ECTION
•
•1111im
Aj i
'4j;Mg,p
-W-Iro, SEE SCHEDULE.
OL T. O. FOOTING
EL. TO MATCH EXIST.
4.
4 4�
OL T.O. TIE SEAM
EL. +11-11,
-2x P.T. 5LOCKING 5ETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
-RT5-I, SEE SCHEDULE.
-05 VERT. 0 32' c/c IN 5LOCK
CELLS FILLED WITH CONC.
GROUT (5w-2).
-9 GAGE JOINT REINF. a 16'
c/c, LADDER TYPE.
-PROVIDE *4' x 4' MIN
CLEAN -OUTS AT 4'-0' c/c
WALL REIN. (TYP).
T.O. FOOTINIG TO MATCH EXIST.
WF-16, SEE SCHEDULE.
1/2' EXPANSION JOINT -
MATERIAL.
4' CONC. SLA5 REIN.
WITH 6'xfo' - WIAxW1.4
Wmill-
12
EXISTING ROOF FRAMING
AND SHEATHING TO
REMAIN.
EXISTING WOOD RAFTER
TO REMAIN.
T. O. EXIST.
d-, T. }SEAM
EL. *91-411
2x4 P.T. 5LOCKING BETWEEN
TRUSSES, FIT TIGHT WITH (2) 10d
TOENAILS EACH END.
DOUBLE NUVUE STRAP MODEL
NVRT 24, EACH SIDE OF RAFTER,
SEE ROOF NOTES FOR
ATTACHMENT.
-4
A A' 0-d
SECTION
SCALE ..3/4' a V-0'
A
Iod NAILS 41 c/c.
12
SHIM AS REQUIRED.
.... . ........
SIMPSON STRAP MODEL
HETAL Iro, SEE ROOF
NOTES FOR ATTACHMENT.
PROVIDE I5LDG PAPER
t 5ETWEEN WOOD AND CONC.
-------
STANDARD HOOK (TYP.)—
ai11Fr
V VAPOR 5ARRIER
WELL COMPACTED FILL.
FILL ALL CELLS SOLID WITH CONC .
FROM GROUND FLOOR SLA5 TO
TOP OF FTG.
m
-
SCALE: 3/4' - V-0'
CDX PLYWOOD
SHEATHING WITH 10d NAILS
4' c/c, ALL SUPPORTS.
-PREFA5. WOOD TRUSSES 0
24' c/a MAX
-Iod NAILS a 4' c/c.
-Ixro T. 4 G. SHEATHING WITH (2)
lod NAILS EACH SUI=FOf;Zt.
-3x6 OUTRIGGER ATTACHED
TO EACH TRUSS AS SHOWN.
AM
OIL T. 0. 5E
4xI0 woor->
RAFTERS 0 24'c/c
MAX c1%
2x PT 5LOCKING
5ETWEEN RAFTERS, FIT
TIGHT, WITH (2) 10d
TOENAILS EACH END.
COX PLYWOOD
SHEATHING WITH 10d NAILS 0
4' C/c, ALL SUHOOFtS.
-3xe WOOD JOIST 24' a/c
MAX.
T. BLOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGH'
RT5-3, SEE SCHEDULE.
05 VERT, IN 5LOCK CELLS
FILLED WITH CONC. GROUT,
SEE PLANS FOR LOCATION.
PROVIDE *4' x 4' MIN
CLEAN -CUTS AT 4'-0' c/c
WALL REIN. (TYP).
-S GAGE JOINT REIN. Iro'
c/c, LADDER TYPE.
I WF-Iro, SEE SCHEDULE.
A
T. O. FOOTING
EL. TO MATCH EXIST.
4
-2x F.T. 5LOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
-RT5-2, SEE SCHEDULE.
VxV CONC. SILL Ill, WITH 2
05 CONT. EXTEND ro' INTO
WALL EACH END.
T. O. SILL
EL.
05 VERT. 0 24' C/c IN BLOCK
CELLS FILLED WITH CONC.
GROUT.
WF-Irp, SEE SCHEDULE.
OL T. O. FOOTING9w EEL. TO FFA—TC44 EXIST.
12
L 1/4'x4'xl' (L.L.V-) EACH SIDE Or -
EACH RAJ --TER WITH (1) 3/44, SIMPSON
WEDGE ALL BOLT (5' EM5EDMENT)
AND (4) 3/4'# THRU 5OLTS AS
A SHOWN.
k
4' CONC. SLA5 REIN.
WITH ro'xro' - WI.4xWI.4
W.W.M_
VAPOR 5ARRIER
WELL COMPACTED FILL.
SCALE: 3/4' 1'-02
A$
�j A
40 4A'
BIT SET 06= I
PERMIT SET owm I
DONSIR11.11011ONGET owmi
Pd* Ca=M AR-6018
11 �1_ry OF Ij MIAMI
1, SEE 5CHEDU SOUT
.8- UILDING o6p-T.
Luko VftAR - 13513
�Ue_r(JF�
SeCTION m
CK WALL BEYOND.Dq y
47),
DRIVEWAY 15Y OTHERS.
dil T. O. SLA5
2 05 CONT. A50VE 5LOCK
05 VERT. 0 c I SLOGK
CELL FILLED WITH CONC.
GROUT.
dt, T. O. FOOTING
`F EL. -2'-01
WF-I(o, SEE SCHEDULE.
4
j
.4 �'
v t a n c o r ni
A R C H IT E C T 8
300AWmAvlftM I (kxdGmblm R. =34
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