05-1212(2)-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 EL. +11' -0" ( +21.0' NGVD)
3 r
TOP OF TIE BEAM _ _
EL. +8' -0" ( +18.0' NGVD)
O.H.
PAINT & STUCCO FINISH
TO MATCH EXISTING. (TYP.) A2
FINISH FLOOR_ _
EL. +0' -0' ( +10.0' NGVD)
NORTH ELEVATION
SCALE: 1 /4 "=1 '- 1"
SPANISH "S" TILE ROOF ON 30# FELT OVER
5/8" CDX EXT. GRADE PLYWD. SHEATHING
NAILED 4" O.C. ALONG EDGES & 5" O.C. ® 12 TOP OF ROOF _
FIELD W /10d GALV. NAILS. 3 ( _
EL. +11' -0" ( +21.0' NGVD)
TOP OF TIE BEAM
EL. +8' -0" ( +18.0' NGVD)
1i q
- O.H.
PAINT & STUCCO FINISH (OPEN) NEW ENCLOSED STEEL
_ COLUMN. DWGS.)
(SEE
TO MATCH EXISTING. (TYP.)
STRUCT. DWGS.)
JACUZZI
FINISH FLOOR _
EL. +09-0110 ( +10.0' NGVD)
(2)3'-0" x6 -8 HEAVY DUTY ALUM., WEST ELEVATION
IMPACT RESISTANT GLASS DOORS (NOA
#01- 0417.04), WITH FLUSH BOLT SCALE: 1/4 " =1' -0"
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. A
"
3 �— - - - -- - TOP OF ROOF
11 - -- 2
EL. +' -0 ( +21.0' NGVD)
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.)
PAINT & STUCCO FINISH
TO MATCH EXISTING. (BEYOND)
JACUZZI
TOP OF TIE BEAM _
EL. +8' -0" ( +18.0' NGVD)
O.H.
NEW ENCLOSED STEEL
COLUMN. (TYP.) (SEE
STRUCT. DWGS.)
I i t FINISH FLOOR j
EL. +0' -0" ( +10.0' NGVD)
SOUTH ELEVATION
SCALE: 1/4"=1'-0"
EAST ELEVATION
SCALE: 1/4"=10-0"
A
TOP OF R00_F_
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 /- 45.1psf)
FINISH 0'FL00R
EL. +-0" _ ( +10.0' _ NGVD)
1. BATHROOM FLOORS AND BAS TO BE OF SMOOTH . CORROSION
RESISTANT , NON- ABSORBANNATERIAL 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. AL L�A;R CLOSETS. LAVATORIES, SHOWERHEADS, AND SINKS SHALL
COMP TH FBC 2001 ED.
4. PROVIDE AT ALL WALL HUNG ITEMS 20 GA. MTL STUDS O 16" O.C. W/
2" X 6' BLOCKING,
5. CLOSET do BATHROOM DOORS SHALL COMPLY W/F.B.C. 2001
& NFPA 101.
6. EVERY BATHROOM DOOR LOCK SHALL E 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 corruggated galvanized st masonry
1/4' diameter Topcon W th minimum 1.75" bedment.
Fasten masonry anchors to existing concret aso frith
every other course, Anchor to existing con to /C l With
anchors embedded in masonry joints at 16' center.
CONC. TOPPING WITH 6x6 W1.4xW1.4
W OVER EXIST, SLAB BELOW
(THICKNESS AS REQUIRED TO ACHEIVE
+10' -0' F.F. NGVD
T.O.S. +10.0 NGVD of
EXISTING
A C
51
NOTE: PROVIDE RAIN GUTTERS
AT NEW ROOF FASCIA AS REQUIRED.
(TYP. ALL AROUND STRUCTURE.
2 -11 X 6'8"
INSUL MTL DOOR
W/ DEADBOLT LOCK
12' -6"
I�
1' "
421-D"
T -�
110 I -T
0 1
1
EXIST. PLANTER
N
O
C� [ -o =[
C 1.1 I
I
J-1
16' -0"
T.O.S. +10.0' NGVD
STORAGE ROOM
�r
I_F1
T
-------- 0 (1 /4" SLOPE) 15 1 1
PROPOSED
14' -0"
17' -0"
Ul) I1ACUZZI I� r
[= r;-_1 L
x -
LI
8' -p I 7' -g "1 L I _ 6„` L
PROPOSED POOL
]_T_ I L
I I --
Z _�
_ 1 _ 1 _ 1 _1
0 EXIST. PLANTER
❑ I K\\\N 1 ❑
EXISTING COVERED TERRACE
TO, REMAIN UNDISTURBED
(TYPICAL THRUOUT)
T.O.S. EL. +7.80ft NGV
1- 16' -0" �r - I I L
(1/4- SLOPE)_ E
3, -O„ 1, -0„ 1 I
L i 13' -0" I
LE VEL - 7�[�I_rI
_I =1 IT�= ZII�I
F_ I
L [ I I I - --
1I
I� 11LI�IiIF-
[ r__L T_ 11 [ C
1 (1 )4" SLOPE) I [
I_
=IC tI_T_iI T L -III C
N
z
a
J
CL
LA
X
W
2' -0"
❑
C
M
10' -5"
DRYWALL ON 27X4"
. STUDS O 24' O.C.
DRYWALL CLG. ON
1"X2" MTL HI HATS O 16'
O.C. W/ R -19 INSUL (TYI
IX6'8"
INSUL MTL DOOR
W/ DEADBOLT LOCK
0
00
' DRYWALL ON III X3" PIT.
WD, FURR. STRIPS ® 24"
O.C. W R -3INSU (TYP•)
0
I
00
PR VIDE NEW Tact I OVER "
PL )WOOD SHEAiiN AT BOTTOM
CHORD OF ROOF USSES. (TYP.
AT OUTDOOR ARE S)
NE ENCLOSED STEEL COLUMN.
( .) (SEE STRUCT. DWGS.)
is
N
-NEW PAVERS OVER WELL
COMPACTED SAND TO BE
SELECTED BY OWNER (TYI
4A&FLOOR PLAN
SCALE: 1/4"=V-0"
U.S. Structured, Inc.
Structural Engineers
4444 SOUTHWEST 71st AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructu resin c.com
CA 8439
111111: 111111111111111
:IIIIIIlii11111:1'±
4-`
T
-------- 0 (1 /4" SLOPE) 15 1 1
PROPOSED
14' -0"
17' -0"
Ul) I1ACUZZI I� r
[= r;-_1 L
x -
LI
8' -p I 7' -g "1 L I _ 6„` L
PROPOSED POOL
]_T_ I L
I I --
Z _�
_ 1 _ 1 _ 1 _1
0 EXIST. PLANTER
❑ I K\\\N 1 ❑
EXISTING COVERED TERRACE
TO, REMAIN UNDISTURBED
(TYPICAL THRUOUT)
T.O.S. EL. +7.80ft NGV
1- 16' -0" �r - I I L
(1/4- SLOPE)_ E
3, -O„ 1, -0„ 1 I
L i 13' -0" I
LE VEL - 7�[�I_rI
_I =1 IT�= ZII�I
F_ I
L [ I I I - --
1I
I� 11LI�IiIF-
[ r__L T_ 11 [ C
1 (1 )4" SLOPE) I [
I_
=IC tI_T_iI T L -III C
N
z
a
J
CL
LA
X
W
2' -0"
❑
C
M
10' -5"
DRYWALL ON 27X4"
. STUDS O 24' O.C.
DRYWALL CLG. ON
1"X2" MTL HI HATS O 16'
O.C. W/ R -19 INSUL (TYI
IX6'8"
INSUL MTL DOOR
W/ DEADBOLT LOCK
0
00
' DRYWALL ON III X3" PIT.
WD, FURR. STRIPS ® 24"
O.C. W R -3INSU (TYP•)
0
I
00
PR VIDE NEW Tact I OVER "
PL )WOOD SHEAiiN AT BOTTOM
CHORD OF ROOF USSES. (TYP.
AT OUTDOOR ARE S)
NE ENCLOSED STEEL COLUMN.
( .) (SEE STRUCT. DWGS.)
is
N
-NEW PAVERS OVER WELL
COMPACTED SAND TO BE
SELECTED BY OWNER (TYI
4A&FLOOR PLAN
SCALE: 1/4"=V-0"
U.S. Structured, Inc.
Structural Engineers
4444 SOUTHWEST 71st AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructu resin c.com
CA 8439
R E V I S I 0 N S:
Q 09 -15 -05
Q 09 -26 -05
SEAL:.-"
dostA;TOLED - cox-j'/ STRUC:rURAL ENGJNEER
FL P.�* 691
DRAWN
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
A -3
OF 8 SHEETS
4-`
L_
O
)
Z
(n
O
LLJ
�
v
-C
L
L_LJ
T
cn
LL
00
.-
O
O
E
Ln
u
O
Q)
Ln
V)
��
Q0
Q
—J
0-)
-4
CO
O
0
:3
In
00
O
O
a-
Lo
(f)
r-r)
R E V I S I 0 N S:
Q 09 -15 -05
Q 09 -26 -05
SEAL:.-"
dostA;TOLED - cox-j'/ STRUC:rURAL ENGJNEER
FL P.�* 691
DRAWN
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
A -3
OF 8 SHEETS