13-471-001V
HARDIE BOAR
EXISTING
(PROVID
ARC
r
N
Will LAIJ111 \V VNIV STILL FRONT ELEVATION
TO MATCH EXISTING
(NOA 12- 0214.4)
0 2' 4' - SCALE: 1/4" = 1' -0"
TIE BEAM Jh
F,72"
r`
RD SIDING TO MATCH
OA 12- 0214.14)
-IOP DWGS. FOR
APPROVAL)
V. FLOOR ii
ma[Z�
TO MATCH EXISTING K t A K t L t V A V I O N
(NOA 12- 0214.4)
0 2' 4' 8, SCALE: 1/4" = V-0" —0"
ROOF SHINGLES
MY LA1.311I4V VIVIV 11MLL
TO MATCH EXISTING
(NOA 12- 0214.4)
LEFT SIDE ELEVATION
0 2' 4' 8'SCALE: 1/4" = 1' -0"
ROOF SHINGLES
(TO MATCH EXISTING)
ROOF SHINGLES ON HOT
MOPPED 90# SLATE ON TIN
CAPPED 30# FELT ON 5/8"
PLYWOOD SHEATING NAILED TO
TRUSSES W/ 8D NAILS 0 4" C/C
0 ALL SUPPORTS
PREFAB. WOOD
SCISSOR TRUSSES 0 24" O.C.
(MANUF. TO SUBMIT SHOP
DWGS. FOR ARCHITECT APPROVAL)
4t (TO MATCH I — <_
EXISTING)
METAL DRIP ON Ix2
P.T. CONT. NAILER 12
• FIBERGLASS
2x8 FACIA °i BATT INSUL. (R -30)
LM
1' -0"
14" SCREENED 8X12 CONC. BEAM
VENT. CONT. 4 #5 BARS AND
Ix10 SOFFIT 1/2" X 10" BOLTS
CAVITY INSULATION (R -4.1)
HARDIE BOARD SIDING (TYP. 0 ALL EXTERIOR WALLS)
TO MATCH EXISTING
(NOA 12- 0214.14)
—Z (PROVIDE SHOP DWGS. �I
FOR ARCHITECT'S APPROVAL, 00
PRIOR INSTALLATION)
PLASTER
8' CONC. BLOCK
4' CONIC. FLOOR SLAB
(REFER TO
DRAW NGS)STRUCTURAL
I
Ell ' �.. .P� ^ • •• .
P' 9
I
r
APPROX. GRADE
0
I
j •'
s L_ 0
CONT. CONC. FOOTING e
(SEE STRUCT. DWGS.)
TYPICAL SECTION
0 8" 16" 32 11 SCALE: 3/4" = 1' -0"
NOTE :
ALL EGRESS WINDOWS TO COMPLY W/
FBC EDITION 2010:
AN OUTSIDE WINDOW OR DOOR OPERABLE
FROM THE INSIDE WITHOUT THE USE OF
TOOLS AND PROVIDING A CLEAR OPENING
OF NOT LESS THAN 20" WIDE X 24" HIGH
AND 5.7 SQ. FT. IN AREA. THE BOTTOM
OF THE OPENING SHALL NOT BE MORE
THAN 44" OFF THE FLOOR.
THE MODE OF OPERATION MUST NOT
REQUIRE THE USE OF A KEY, TOOL,
SPECIAL KNOWLEDGE OR EFFORT TO
MAKE AVAILABLE THE REQUIRED CLEAR
OPENING, AND NO PART OF THE
OPERATION MECHANISM SHALL BE
PLACED HIGHER THAN 54" ABOVE
THE FINISHED FLOOR.
(TO MATCH 4t 1 12 — -- — — - - --
EXISTING) HARDIE BOARD SIDING TO MATCH
— EXISTING �NOA 12- 0214.14]
I'
—94.69 02 PSF +70.72 PSF I — +70.72 PSF — — -- +70.72 PSF
- ❑ ❑❑ o ❑ ❑❑ oo ------ _______- __________o _ ❑o❑
FIFIR
UL 10J.P
MOD. S.H. o MOD. S.H. I_° _- _ 0 _MOD. S.H.
B C - - -_ _ --- - - - - -- --
CA 1. 11, SA
— — — — — — — — — — — — — _
i
&VJ 1 Now
12
—14t (TO MATCH
EXISTING)
MOD. S.H.
NOTE :
ALL WOOD IN CONTACT WITH CONCRETE
OR CMU TO BE PRESSURE - TREATED
AS PER F.B.C. 2010
NOTE
VERIFY ALL WINDOW & DOOR
ROUGH OPENINGS WITH WINDOW &
DOOR MANUFACTURER.
ALL PRECAST ELEMENTS TO BE
ATTACHED W/ 1/4" DIA. TAPCONS W/
1 1/2" PENETRATION INTO CONC. @ 6"
O.C. EA. WAY, IF PRECAST MEMBER IS
LESS THAN OR EQUAL TO 8" IN WIDTH
THAN PROVIDE ONLY ONE ROW OF
TAPCONS STAGGERED T@PT'1& ims-0(Uitd !1
MOD. S.H.
x 4
1
11NIn
IA['*
S RUCTt i L SECTION
OF TIE BEAM
TOP OF FIN. FLOOR
ELEV. +0'-0- EXIST.
RIGHT SIDE ELEVATION
0 2' 4' B,SCALE: 1/4" = 1' -0"
-- Addition to:
i- - -
��r��it� Te jeda Res. `#
5729 S. W. 60 Avenue, »
Miami, FL. r
a
Professional of Record: Norman Blandor
Discipline: Architecture
Registration No. AR- 00163$4
Y
4
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4f
6262
A r ®r AX 9V ff go
SW 40 St. Suite 2A
mi. Flo Ja 33155.
Florida 4pense
hone 30
Fax 305-666-7581
A
666 -5151
0003242
r
,
This drawing and /or specification is /are provided as an
instrument of service by N25 Architecture Co. and is /are'
intended for use on this protect only. This drawing
remains the property of N25 Architecture Co. and shall
be returned upon determination of intent. All drawings,
specifications, designs, models, and arrangements
appearing herein constitute the original and
unpublished work of N25 Architecture Co. Any
reproduction, use, or disclosure of the proprietary
information contained herein without the prior consent
of N25 Architecture Co. is strictly prohibited.
Sheet Title:
ELEVATIONS
Issue Date: Project No.
June 08, 2012
Drawing No.:
A3*00
Professional of Record: Norman Blandor
Discipline: Architecture
Registration No. AR- 00163$4
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