05-1213-003SPANISH "S" TILE ROOF ON 30# FELT OVER
5/8" CDX EXT. GRADE PLYWD. SHEATHING
NAILED 4" O.C. ALONG EDGES & 6" O.C.
FIELD W /10d GALV. NAILS.
_ _ _ _ _ TOP OF ROOF
12
31 EL. +11' -0" ( +21.0' NGVD)
TOP OF TIE BEAM _
EL. +8' -0" ( +18.0 NGVD)
O.H.
PAINT & STUCCO FINISH
TO MATCH EXISTING. (TYP.) -7 A2
_ ------FINISH FLOOR _ J
EL. +0' -0" ( +10.0' NGVD)
NORTH ELEVATION
SCALE: 1/4"=V-0"
SPANISH "S" TILE ROOF ON 30# FELT OVER
5/8" CDX EXT. GRADE PLYWD. SHEATHING
NAILED 4" O.C. ALONG EDGES & 6" O.C. ® 12
FIELD W /10d GALV. NAILS. — , 3 �—
PAINT & STUCCO FINISH
TO MATCH EXISTING. (TYP.)
(2)3'- 0 "x6' -8" HEAVY DUTY ALUM., —
IMPACT RESISTANT GLASS DOORS (NOA
#01- 0417.04), WITH FLUSH BOLT
LOCKSET ( +42.5psf/ -45.1 psf)
SPANISH "S" TILE ROOF ON 30# FELT OVER
5/8" CDX EXT. GRADE PLYWD. SHEATHING
NAILED 4" O.C. ALONG EDGES & 6" O.C.
FIELD W /10d GALV. NAILS. -�
SPANISH "S" TILE ROOF ON 30# FELT OVER
5/8" CDX EXT. GRADE PLYWD. SHEATHING
NAILED 4" O.C.
FIELD W /10d GAI
NEW ENCLOSED
COLUMN. (TYP.)
STRUCT. DWGS.)
A
TOP OF ROOF _ J
EL. +11' -0" ( +21.0' NGVD)
TOP OF TIE BEAM _
EL. +8' -0 "( +18.0' NGVD)
O.H.
I(OPEN) NEW ENCLOSED STEEL
COLUMN. (TYP.) (SEE
STRUCT. DWGS.)
JACUZZI
FINISH FLOOR_
EL. +0' -0" ( +10.0' NGVD)
WEST ELEVATION
SCALE: 1/4"= V-0"
12 TOP OF ROOF A
3 F- E +11' -0" ( +21.0' NGVD)
ZPAINT & STUCCO FINISH
TO MATCH EXISTING. (BEYOND)
JACUZZI
FINISH FLOOR_
EL. +0' -0" ( +10.0' NGVD)
SOUTH ELEVATION
SCALE: 1/4"=V-0"
' -0"
TOP OF TIE BEAM _
EL. +8' -0" ( +18.0' NGVD)
O.H.
NEW ENCLOSED STEEL
COLUMN. (TYP.) (SEE
STRUCT. DWGS.)
EAST ELEVATION
SCALE: 1/4"=V-0"
' -0"
A
TOP OF R00_
EL. +11' -0" ( +21.0' NGVD)
TOP OF TIE BEAM
EL. +8' -0" ( +18.0' NGVD)
3'- 0 "x6' -8" HEAVY DUTY ALUM.,
IMPACT RESISTANT GLASS DOOR
(NOA #01- 0417.04), WITH FLUSH
BOLT LOCKSET
( +42.5psf/ -45.1 psf)
FINISH FLOOR
EL. +0' -0" ( +10.0' NGVD)
1. BATHROOM FLOORS AND BAS TO BE OF SMOOTH . CORROSION
RESISTANT , NON - ABSORBANT MATERIAL MIN 70' ABOVE FIN FLR. AT
DRAIN AS PER F.B.C. 1204.3
2 TOILET ROOMS SHALL COMPLY WITH .F.B.C. 2001
3. ALL L�A;R CLOSETS, LAVATORIES, SHOWERHEADS, AND SINKS SHALL
COMP TH FBC 2001 ED.
4. PROVIDE AT ALL MALL HUNG ITEMS 20 GA. MTL STUDS O 16' O.C. W/
2" X 6" BLOCKING.
b. CLOSET & BATHROOM DOORS SHALL COMPLY W/F.B.C. 2001
& NFPA 101.
6. EVERY BATHROOM DOOR LOCK SHA BE DESIGNED TO PERMIT THE
OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
NFPA 21 -2,4,4
EXIST. PLANTER
8" CMU in —fill With horizontal Joint reinforce nt at
1' Wide x 16 gage corrugated golvanlzed st masonry
1/4' diameter Topcon With minimum 1.75' bedment.
Fasten masonry anchors to existing concret ! 0 rnasonry With
every other course. Anchor to existing con to
/CM With
anchors embedded in masonry Joints at 16' center.
CONC. TOPPING WITH 6x6 11.4x1^11.4
WWF OVER EXIST, SLAB BELOW
(THICKNESS AS REQUIRED TO ACHEIVE
+10' -0" F.F. NGVD
T.O.S. +10.0' NGVD k--
EXISTING
A C
NOTE: PROVIDE RAIN GUTTERS
AT NEW ROOF FASCIA AS REQUIRED.
(TYP. ALL AROUND STRUCTURE.
2 -3'0" X 6'8"
INSUL MTL. DOOR
W/ DEADBOLT LOCK
12' -6"
0
�I I_
I _ , -J
F 7
I - - -L J
T_ LE
L
I. 7
Ti, „
I -- -1 I
I --
0 6 »,
o I
00 I:_1
o rI
16' -0"
D
T.O.S. +10.0' NGVD
STORAGE ROOM
--
TF
-- -- I
- o - ° ROPO ES D
�ACIJZZI -
r �I
8F—O„
1 16'-0
14' -0" 3' -0" 11' -0" -
l� _
17' -0"
II -1 1`0
n [1�
I�PROPOSED POOL
I_I
I�
I r =I
rd
I --
1.
IT
1 =�J
I I :1
I � -1
� I_ 1 1- I�
[ I T E L Z_ 7 1
l -- 1 -- L _ 7 1 1_ I __
1-- T-1 I- I 1 C- Z_ 7 T 1 I_
EXIST. PLANTER EXIST. PLANTER
❑ ❑ ❑
EXISTING COVERED TERRACE
TO REMAIN UNDISTURBED
(TYPICAL THRUOUT)
6"
T.O.S. EL. +7.80ft NGV
_L LEVEL-1p
I �-
J I- -
IL
Il
[1
II _
[I.
I �-
II
II _
I I:
I
I
N
El
z
a
a
N
X
2 w 0"
El
w
" DRYWALL ON 27X4'
. STUDS O 24' O.C.
1i~
DRYWALL CLG. ON
1 "X2' MTL HI HATS O 16'
O.C. W/ R -19 INSUL. (TYP.)
3'0" X 6'8"
INSUL MTL DOOR
W/ DEADBOLT LOCK
- -
TOILET 00
IC
L I -T C -i' DRYI�IALL ON 1X3" P.T.
WD, FURR. STRIPS ® 24'
T 1 O.C. W/ R -3 INSU (TYP.)
(1/4- SLOPE)- [ J [_
0
I7IiC� 00
PROVIDE NEW T &G FIN. OVER '
T_J L PL OOD SHEAIIN AT BOTTOM
CHORD OF ROOF USSES. (TYP.
T-L�= I L AT OUTDOOR ARE S)
—01" r [_T _i_ [ [ 1 - _,,, I I_ L
6 NE ENCLOSED STEEL COLUMN.
1_ L L [-1 I 1 I (TYP.) (SEE STRUCT. DIGS.)
_
I F T_[
(1 /4 " SLOPE) I _
,
13 -0 L- 1 -J- L _ I
C_
I-
_ L I= I I
I[ --
1 I_=
>-LT
I- -
Z
L t. -
ZT
,_L _ [_
(1/4" SLOPE)
�
-- LI-
Z_
7__- I -_C - - I I
-1 - Z -I� j_I-- -1 I I I L f
NE PAVERS OVER WELL
COMMPACTED SAND TO BE
SELECTED BY OWNER (TYP.)
10' -5"
El FLOOR PLAN
Q�) SCALE: 1/4"=V-0"
U.S. Structured, Inc.
Structural Engineers
4414 SOUTHWEST 71st AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructu resin c.corn
CA 8439
R E V I S I 0 N S:
,&--09-15-05
09 -26 -05
SEAL: 90,..:..�
_j
JOSE, A., OLEDO F
STRUCTURAL ENGINEE; :E. R
FU�P:E. #54891'*,
DRAWN
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
A -3
OF 8 SHEETS
L_
0
W
4-)�
c
W
C-
L0
0
0
O
0
._
0
O
o
(D
Ln
U
Q°
Q
0-)
-�
CO
In
00
0
0
6-
Ln
u)
rr)
R E V I S I 0 N S:
,&--09-15-05
09 -26 -05
SEAL: 90,..:..�
_j
JOSE, A., OLEDO F
STRUCTURAL ENGINEE; :E. R
FU�P:E. #54891'*,
DRAWN
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
A -3
OF 8 SHEETS