12-224-012BLOCK WALL
STUCCO FLASHING
FIRE BLOCKING
OPEN SIDE OF E
WITH GUARDRAIL
HTA 36' HAND
RAILING
FIRE BLOCKING
36' HT.AT OPEN
OF STAIRS
FIRE BLOCKING
fq
SEE SPEC. ATTACH TO PLANS
I
FOR WATERPROOFING SYSTEM
55 THRWUG
ON BALCONY
P.
2 x 6 WOOD FRAME WITH JOIST
I
— TILE FLOORING WITH SANDED Q
LATEX MODIFIED PORTLAND
CEMENT GROUT WITH SANITIZED.
r- SECOND COAT OF PD RESIN
I
i OZ FIBERGLASS MAT WITH
PD RESIN BASE COAT (lot
COAT)
CONCRETE SLAB BALCONY 4' IL
FLOOR TERRACE
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..
STUCC
CONT. DRIP 3'
-CONT. ALUM. TOP RAIL
POST TOP CLIP
2' DIA. x ,250 ALUM,
POST a 40' O.C.
MAX
INTERMEDIATE PICKETS IN
GUARDRAIL TO BE
SPACED SO A$ TO
REJECT 4' DIA, OBJECTS.
A5 PER FBG 01
R4403.13.4.
BOTTOM SLEEVE
40' O.C. MAX
3 1/2' X 3 1/2' X 3 1/2'
SLEEVED HOLE FILL
W/NON-SHRINK
GROUT
GUARDRAIL & FLOOR TERRACE DETAIL
SCALE: 1"=1'-0"
1-1/2' QnI1NIM PILAF nit ATAINII PAA 5TKK1
nI, Iii AI /'T'vf^f\
>I—v%-7
N.T.S.
3'X8' WOOD LAYER CONNECTED
TO GIRDER TRUSS WITH USP
MANUFACTURE ANGLE MP34 W/
4(86) NAIL TO TRUSS 4 LAYER
USE FI -I B I uair
MANUFACTURE W/6 - 8d NAILS
TO LAYER AND STRINGER
PROVIDE AT GUARDRAIL 211/2'X4' WOOD
P05T MAX V-0' O.C. TYP. CONNECTED W/
CONCRETE BEAM W/ 1/4'X41/2' 5OLT5 (TYP).
STA I fig: SECTION 11E
SCALE: 3/4' = 1'-0'
eTA I R PLAN
SCALE: 3/4' = 1'-0'
;t
12 x 4' LONG
STEEL LAG SCREW
(TTP. TOP 4 BOTTOM)
4, 5 1/4' O.G.
(SOUTHERN "FELLOW
m PINE GR 1)
C I
STAIR READ
*12 x 2 ' LONG
STEEL LAG SCREW
(TYP. TOP 4 BOTTOM)
ST IN
R GER
CONNECTIONS TO
CONCRETE STAIR
N.T.S.
3-2 1/2' GLUED 4 POWER
NAILED PER TREAD TO
ROUTED STRINGERS
2' X 12' S.Y.P.
STRINGERS
;t
-1 -1/16' x 1 i/leo' PICKETS
4) 5 1/4'0.C;.
(SOUTHERN YELLOW
PINE GR. 1)
C
FINISH FLOOR
B 12 x 4' LONG --J
STEEL LAG SCREW
(TYP. TOP 4 BOTTOM)
1/2" WD FASCIA
NAIL TO BEAM W/
-2
BM SEE
CONCREE 5CRE T W5
BEAM SCHEDULE
CONNECTIONS TO
� FLOOR
!A6 X 21/2' SCREWS Q 6'
c.c. RISER 4 TREADS CONN.
I'X1'X5' STIFFENER BLOCK
GLUED 4 NAILED EA. RISER
TREADS/RISERS/STRINGER DETAIL
GUARDRAIL 42' HTA RAILING —
36' HT.AT OPEN SIDE OF STAIRS
&TA I R SEC I I ON 111DII
SCALE: 3/4' = 1'-0'
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CITY OF SOIFIAH k1li-
E' I11..DING DEPT.
STRUCTURAL -SEC'NoN W V%
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' CONCRETE BLOCK WALL
MTL. SEAT
TO CONC. SLAB
RS AT EA.POST
CITY of soli -04 MIAMI
BUILDING DrU4.
BUILDING SECTION
'v'pRovI:D BY'
LOT 17
RBvlaom
L-
2-
4:-
5: -
DM :FEBRUARY, 2012
SCALD; SI-IOU.N
DRAWN: M. CASTELLON
]O,[(}jiT Bits JR
JOB NO
t �7
41 DI ETR JBI T5
55 THRWUG
P.
2 x 6 WOOD FRAME WITH JOIST
AT 16' O.C. SECURED TO 4 x 8 P.T.
WOOF-) POSTS
PROVIDE 2'X—' PT
WOOp FIRE BLOCKING
USE MPA -1 BY USP MANUFACTURE W/6 -8d
if
NAILS TO 4'X8' POST AND STRINGER
IC' 10' —,
OPEN SIDE OF " IC X 2-1/2' SCREWS
WOOD FIRE j...
STAIR WITH 42" RISER 4 TREADS CONN.
BLOCKING I -
H. GUARDRAIL PROVIDE 2'X' PT
WOOD FIRE BLOCKING
STAIRS SHALL BE FIRE BLOCKED L 1
3'-1' O.C. DISTANCE
PER F.B.0 SECTION 84409.'1.23.
I...
POSTS SECURED T 3:41.'
1 x TREAD
WITH 4 (MIN.) 8 0 N A
PROVIDE 2'X ' PT
WOOD FIRE BLOCKING
1 X RISERE
G ALV. MTL. SEAT S
WITH (2) 1' TRACK F'STENI
3 x 12 STRINGER
I...
ELEV.=O'-O'
2 x 4 P.T. WOOD PLATE SECURED TO SLAB
WITH 3' POWER DRIVE HILTI PINS D5821=10 AT 16' O.C. INTO
CONCRETE, OR 6-16d NAILS INTO WOOD LANDING
CONNECTOR BY STAIR MANUFACTURE
&TA I R SEC I I ON 111DII
SCALE: 3/4' = 1'-0'
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CITY OF SOIFIAH k1li-
E' I11..DING DEPT.
STRUCTURAL -SEC'NoN W V%
Z r,�
M
' CONCRETE BLOCK WALL
MTL. SEAT
TO CONC. SLAB
RS AT EA.POST
CITY of soli -04 MIAMI
BUILDING DrU4.
BUILDING SECTION
'v'pRovI:D BY'
LOT 17
RBvlaom
L-
2-
4:-
5: -
DM :FEBRUARY, 2012
SCALD; SI-IOU.N
DRAWN: M. CASTELLON
]O,[(}jiT Bits JR
JOB NO
t �7