13-122(2)-014i
II
f
NEW ROOF FLAT TILE ON 1 -90" MINERAL
1' SURFACE HOT MOPPED TO 1 -30" FELT
j TINTAGGED TO 19/32" PLYWOOD SHEATHING
I THE 1 -30" FELT IS ANCHORED TO THE
I PLYWOOD SHEATHING WITH SENCO GALVANIZED,
DIAMOND POINT, 1 -114" X.120' DIAMETER WOOD
1/8" WIDTH CROWN X 1 -3/4" LENG=TH. WOOD
SHEATHING ANCHORAGE SHALL BE HAND
NAILED IN ACCORDANCE WITH 5FBC CHAPTER 29.
(19/32" CDX PLYWD. 5HTGx. W/ 56 RING SHANK NAILS
v ro" O.C. Q PANEL EDGE, (o" O.G. v INTERMEDIATE
SUPPORTS, 10d NAILS v 4" O.G. AT GABLE END TRUSSES AND
4" O.C. lo DIAPHRAGM BOUND).
(MATCH EXISTING).
I EXISTING ROOF AND
ROOF DEC< TO REMAIN. EXISTING TO NEW ONE STORY
REMAIN ADDITION
j
NEW CONCRETE BEAM.
I SEE SHEET" A -4 FOR TYPE,
SIZE AND REINFORCEMENT.
EXISTING WOOD ROOF
TRUS5 TO REMAIN. NEW STEEL CONNECTOR (MATCH EXISTING
SEE SHEET A -4 FOR TYPE,
SIZE AND NAILING. - FIELD VERIFY).
12
3
(FIELD VERIFY).
j F 12
i
f
1�
1 •
J ..
I 4
NEW R -30 INSULATION
(BLOWN TYPE).
q
NEW ACCOUSTICAL SPRAY
FIN. ON 5/6' G.W.B. ON
WOOD TRU55E6.
(MATCH EXISTING)
REMOVE EXISTING
CONCRETE BEAM AND
WALL BLW.
(MATCH EXISTING)
I
I,
i
NEW
i MASTER BEDROOM
I
EXISTING WOOD FLOORING
EXISTING WOOD FLOOR JOIST
I GRADE
/VA /VA /VA /VA /VA /VA
\A VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA /VA /VA /VA /VA /VA /VA /VA /VA /V
/jj / � / / \ /jj j
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
\ //\
1
I
II
i
�1 TYPICAL WALL SE
D-1 3/4" = 11-011
CTION
NEW PRE -FAB WOOD
ROOF TRUSSES (SEE
PLAN FOR ANCHORAGE)
R -30 INSULATION
(BLOWN TYPE).
TOP OF NEW
t —r)Kle -;P=T= s= = AM
Z%.Ha W HLlU_?= I
EL_ +0' -0" (MATCH
EXISTING FIELD VERIFY)
GONG. SLAB (SEE 5TRUCT. PLANS).
CONT. VAPOR BARRIER
CONT. 1/2" EXPANSION JOINT.
GLEAN COMPACTED
FILL. (SEE STRUCTURAL
PLANS FOR SPECS.)
NEW ROOF FLAT TILE ON 1 -90# MINERAL
SURFACE HOT MOPPED TO 1 -30" FELT
TINTAGGED TO 19/32" PLYWOOD SHEATHING
THE 1 -30*' FELT 15 ANCHORED TO THE
PLYWOOD SHEATHING WITH 5ENCO GALVANIZED,
DIAMOND POINT, 1 -1/4" X .120" DIAMETER WOOD
1/8" WIDTH GROWN X 1 -3/4" LENGTH. WOOD
SHEATHING ANCHORAGE SHALL BE HAND
NAILED IN ACCORDANCE WITH SFBC CHAPTER 29.
(19/32" CDX PLYWD. SHTG. W/ 06 RING SHANK NAILS
e 6" O.G. e PANEL EDGE, 6" O.G. l INTERMEDIATE
SUPPORTS, 106 NAILS 9 4' O.C. AT GABLE END TRUSSES AND
4' O.C_ v DIAPHRAGM BOUND).
(MATCH EXISTING).
NEW CONCRETE BEAM.
SEE SHEET A -4 FOR TYPE,
SIZE AND REINFORCEMENT.
(MATCH EXISTING
- FIELD VERIFY).
12
3
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i•• Y V Y Y y r • •
li • • r Y Y Y •
Y r •.e r r• ey •
r• r • c Y •
r • • • • • • • • r
g
• • r r Y 69"
•fir• •Y••• •• •
YY *e
use* i • • i 0
r • g r e
0909 • 00000 • 001 a goes 0
OLR
26 GA. GALV. MTL. DRIP W/ A ROOF FLANGE
OF 2" MIN. AND NAILED W/ 12 GA. ANNULAR RING
SHANK NAILS AT 4" O.C.
THE DRIP SHALL BE 2' MIN. AND EXTEND 3/4' MIN,
SHEATHING AND 1/2" CLEAR FROM STRUCTURE.
MTL. DRIP SHALL BE LAPPED 4" MIN e PERIMETER LAPS
AND SHALL BE WRAPPED AROUND AND LAPPED 5" MIN. AT
CORNERS AS SPECIFIED IN DADE COUNTY PROTOCOL PA11.
2 X S ROUGH SAWN FASCIA
TO TRUS5 (MATCH EXISTING).
OP OF NEW
i CONCRETE BEAM
EL. +10' -411
2' -0' O.H .
CMATCH EXI5TIN ).
NEW ACCOUSTICAL SPRAY
SPRAY FIN. ON 5/8" G.W.B.
ON WOOD TRUSSES.
(MATCH EXISTING)
1 X 4 P.T. FIRESTOP AT
TIE BEAM PERIMETER AND
Q8' -O" HGT. A.F.F. MAX.
1/2" DRYWALL ON 1 X 2 P.T.
WD. FURRING STRIPS Q 24"
O.G. PROVIDE R -4.2
INSULATION IN CAVITY
(MATCH EXISTING)
I X 2 PT WOOD NAILER
NEW WOOD 5.45E (MATCH EXIST)_
NEW
MASTER BEDROOM
ORESTES LOFEZ —RECTO
ARM35D
4" X 22" SCREEN VENTS.
6TUGG0 OVER RIB -LATH ON
5/8" CDX PLYWOOD NAILED
TO EA. SUPPORT W /SD NAILS
6" O.C. -TYP. PROVIDE
CONTROL JOINTS 8 "O.C.
2 -COAT SMOOTH
STUCCO FINISH
(MATCH EXI5TING).
NEW S" BLOCK WALL.
FOUNDATION PLAN FOR HORIZ,
4 VERTICAL REINT.
MAW FLORMA 330
TEL"HONt (305} 601—sw
OWNM
W
V
Z
Lou
0
f--
C/)
Z
w
W �
W
W`�
� M
.,
z
2
20
W
CONIC. SLAB (SEE FOUNDATION PLAN).
CONT. VAPOR BARRIER TOP OF NEW CONCRETE
SLAB 6 HOUSE
q, 9.. EL. +0' -0" (MATCH
\�� \� EXISTING FIELD VERIFY)
/0
CONT. 1/2' EXPANSION
A SEE OUNDATDIO / \ \
FILL
PLAN FOR SPECS.) \ / /V / /V / /V / /V� /V V VV / /V //
FIN. GRADE
\ \ \ \ \
%\\ % \ \ % / \ \ % \ \ % \ \ %
CONCRETE FTC. \ / \ / \ / \ / \ / \ /
(SEE FOUNDATION
PLAN FOR REINFORCE
iV\ iV �iV\ iV\ iV\ iV\ iV\ iV\ iV \iV \iVV \iV� \iVV \iV \iV \iV \iV \iV�
2 TYPICAL WALL SECTION
�- 3/4" = 1' -0"
CI T SR OF SOUTH rl,IAFfli
1!1_� ING DEPT.
-CT ION
s Stith "lam,
City 0' ° pc j7r
'`6ur set give
6130 S FL 331 �!3
South M1zm►,
ARCHITECT
ORESTES LOFEZ —RECTO
ARM35D
05 &W. 32 ST1t1R*I'
MAW FLORMA 330
TEL"HONt (305} 601—sw
OWNM
W
V
Z
Lou
0
f--
C/)
Z
w
W �
W
W`�
� M
.,
z
2
20
W
I—
�0
Z
_I
U_
w
C �
Z
O
�
o LO
Q
Z
Q
REVISIONS:
SEAU
Q
iC.�
y
DATE
JANUARY A 2013
SCALE:
AS SHOWN
DRAWN WAC.
JOB NO. 13 -70L10
D -1
SHM NO.:
of,