05-930(3)-017PANEL: 5
PP= +61 PSF
NP= —82 PSF
PANEL: 4
PP= +61 PSF
NP= —66 PSF
12
15
PANEL: 5
PP= +61 PSF
NP= —82 PSF
12
5 r—
TOP OF Me BLOCK w
M. 20'4`
TOP OF as cj4a
ELEV. 131-61
4 2ND LLhtl!L RK FLIt
ELEV 11'- 3` —� 12
5� 5r �5
TOP OF M !'LR BEAM
ELav m -1 Wl —
TOD. STORAW 4 GARAW
ELEV. V -6`
TOP OP F61 FLR 0 STORAGE
ELEV IV-1 V1'
OL TOP OP SLAB 0 STORAGE
SLL■V. D'-D'
PANEL: 5
PP= +61 PSF
NP= —82 PSF
TOP OF ROOF BEAM
ELEV. 20' -4'
2140 LEVEL FIN. FLR
ELEV. 111- 3'
5 �
,6TOP OF 2ND MR BEAM
ELEV. 11' -1 112'
i, TOP OF FAMILY ROOM BEAM
ELEV. 9' -6'
TOP OF FIN. MR
T ELEV. O' -1112' \
OL tOP OF SLAB
ELEV. 0' -0'
T o S. TERRACE
ELEV. (-) 0-1 112'
PANEL: 5
PP= +61 PSF
NP= —82 PSF
12
51
■I ■I■
■_
MINIM
mimlm
12
51
PANEL: 4
PP= +61 PSF
NP= —66 PSF
12
--- 15
PANEL: 4
PP= +61 PSF
NP= —66 PSF
PANEL: 4 1 PANEL: 4
PP= +59 PSF PP= +61 PSF
NP= —78 PSF NP= —66 PSF
PANEL: 4
PP= +57 PSF
NP= —62 PSF
12
5r—
PANEL: 4
PP= +58 PSF
NP= —63 PSF
AN • 4
PP= +61 PSF
NP= —66 PSF
E
T = = T
PANEL- 4
PP= +61 PSF
NP= —66 PSF
:06:
PANEL: 4
PP= +57 PSF
NP= —62 PSF
12
15
PANEL: 5
PP= +61 PSF
NP= —82 PSF
minim
MINIM
minim
o6 wr OF Rom mr.4m
ELEv zo'-4•
PANEL: 5
PP= +61 PSF
NP= —82 PSF
TOP OF RK FLR
ELM o' -I tat
OL TOP OP SLAB
ELW. 0-0
SOUTH ELEVATION
SCALE: 1/4"=V-0"
r2
-I5
PROJECT A -1 00056
PP: DENOTES POSITIVE WIND PRESSURE
NP: DENOTES NEGATIVE WIND PRESSURE
MULLION PRESSURES (BASED ON TRIBUTARY AREA OF 10 SQ FT�
PANEL 4: PP= +61 PSF PANEL 5: PP= +61 PSF
NP= —66 PSF NP= —82 PSF
TOP OF ROOF BEAM
ELEV. 20' -4'
2ND LEVEL FIN. FLR
I? ELEV 111- 3'
OL TOP OF 2N0 FLR BEAM
ELEv.1P -I In'
OL T.O.B. STORAGE 4 GARAGE
ELEV. 9' -6'
TOP OF STORAGE FIN. FLR
ELEV. 0' -V2'
TOP OF STORAGE FLR SLAB
ELEV. 0' -0'
T.OB. TERRACE
G.H.M.
C^.ROL�P; INC.
EB No. 7770
CIVIL AND STRUCTURAL CONSULTING
ENGFNEERS
ELEV. (-) 0' -1 In
ELEVATION
QUALITY INNOVATIVE ENGINEERING DESIGN
-
,>ar;
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012
TEL: (305) 821 -1281 * FAX: (305) 625 -1705
'
PANEL: 5
PP= +61 PSF
NP= —82 PSF
12
5 r—
TOP OF Me BLOCK w
M. 20'4`
TOP OF as cj4a
ELEV. 131-61
4 2ND LLhtl!L RK FLIt
ELEV 11'- 3` —� 12
5� 5r �5
TOP OF M !'LR BEAM
ELav m -1 Wl —
TOD. STORAW 4 GARAW
ELEV. V -6`
TOP OP F61 FLR 0 STORAGE
ELEV IV-1 V1'
OL TOP OP SLAB 0 STORAGE
SLL■V. D'-D'
PANEL: 5
PP= +61 PSF
NP= —82 PSF
TOP OF ROOF BEAM
ELEV. 20' -4'
2140 LEVEL FIN. FLR
ELEV. 111- 3'
5 �
,6TOP OF 2ND MR BEAM
ELEV. 11' -1 112'
i, TOP OF FAMILY ROOM BEAM
ELEV. 9' -6'
TOP OF FIN. MR
T ELEV. O' -1112' \
OL tOP OF SLAB
ELEV. 0' -0'
T o S. TERRACE
ELEV. (-) 0-1 112'
PANEL: 5
PP= +61 PSF
NP= —82 PSF
12
51
■I ■I■
■_
MINIM
mimlm
12
51
PANEL: 4
PP= +61 PSF
NP= —66 PSF
12
--- 15
PANEL: 4
PP= +61 PSF
NP= —66 PSF
PANEL: 4 1 PANEL: 4
PP= +59 PSF PP= +61 PSF
NP= —78 PSF NP= —66 PSF
PANEL: 4
PP= +57 PSF
NP= —62 PSF
12
5r—
PANEL: 4
PP= +58 PSF
NP= —63 PSF
AN • 4
PP= +61 PSF
NP= —66 PSF
E
T = = T
PANEL- 4
PP= +61 PSF
NP= —66 PSF
:06:
PANEL: 4
PP= +57 PSF
NP= —62 PSF
12
15
PANEL: 5
PP= +61 PSF
NP= —82 PSF
minim
MINIM
minim
o6 wr OF Rom mr.4m
ELEv zo'-4•
PANEL: 5
PP= +61 PSF
NP= —82 PSF
TOP OF RK FLR
ELM o' -I tat
OL TOP OP SLAB
ELW. 0-0
SOUTH ELEVATION
SCALE: 1/4"=V-0"
r2
-I5
PROJECT A -1 00056
PP: DENOTES POSITIVE WIND PRESSURE
NP: DENOTES NEGATIVE WIND PRESSURE
MULLION PRESSURES (BASED ON TRIBUTARY AREA OF 10 SQ FT�
PANEL 4: PP= +61 PSF PANEL 5: PP= +61 PSF
NP= —66 PSF NP= —82 PSF
TOP OF ROOF BEAM
ELEV. 20' -4'
2ND LEVEL FIN. FLR
I? ELEV 111- 3'
OL TOP OF 2N0 FLR BEAM
ELEv.1P -I In'
OL T.O.B. STORAGE 4 GARAGE
ELEV. 9' -6'
SCALE: 11/4-=V-0"
TOM IIMARINU3
CIVIL, STRUCTU
REG. NO. 5156
A 1 A
Z_ 4 -A
TAR V,�D
c) V1 S-) 7 R u c T
10 0 O v o 0 o a 0 o o 01
R(DB E R T TARA FA
A R C H I T E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
CIVIL
-STRUCTURAL
LANDSCAPE
o DESIGN CONSULT.
o M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDMSION GABLES EDGE
S.W. 59 TERRACE
im N *A3m I A-XX=6
DATE 05 -31-05
CAD FILE NO
/suer�sloNS�
0
A
SE&
TOP OF STORAGE FIN. FLR
ELEV. 0' -V2'
TOP OF STORAGE FLR SLAB
ELEV. 0' -0'
T.OB. TERRACE
NORTH
ELEV. (-) 0' -1 In
ELEVATION
SCALE: 11/4-=V-0"
TOM IIMARINU3
CIVIL, STRUCTU
REG. NO. 5156
A 1 A
Z_ 4 -A
TAR V,�D
c) V1 S-) 7 R u c T
10 0 O v o 0 o a 0 o o 01
R(DB E R T TARA FA
A R C H I T E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
CIVIL
-STRUCTURAL
LANDSCAPE
o DESIGN CONSULT.
o M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDMSION GABLES EDGE
S.W. 59 TERRACE
im N *A3m I A-XX=6
DATE 05 -31-05
CAD FILE NO
/suer�sloNS�
0
A
SE&
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'fib.
'
;;
• ..... • •' • �'
DRAWNG ME
EXTERIOR
DOOR /WINDOW
WIND PRESSURES
M.WM W. S.2.0