05-1359(3)-005SEE DETAIL A
fixes
95io PERVIOUS F
PAVERS
'a
TERMITE PROTECTION NOTE
1
I 1
A
A -8
O SH -35
/
20'x36'X5 /a" PLYWD
ACCESS PANEL
r- — (METAL CLADDED
IHR FIRE RATED
L — W/ LIGHT 4
PULL DN. CHAIN)
2' SLOPE
CL
2,259 SQ. FT.
2 CAR
GARAGE
1_
1 /8'x FT. SLOPE CN
_
GARAGE NOTES: 7#
I
I
I
PROVIDE 5/8' TYPE -X GYP. BRD.
-
CEILING (ONE HOUR FIRE RATED) AS
■
16
PER NOTE 1 BELOW. PROVIDE ONE
■
iv
I
-
COAT VENEER PLASTER OVER CB.S.
• .e
•o•
FENCES
WALL
0
TOP
OF LOW. POINT
MASONRY
EL.
0' -9' (DATUM) THE OPENABLE GARAGE DOORS 4
TERRACE
JAMB DETAIL
WINDOWS MEET THE MIN. REQUIREMENT
�
IN
�Iv
OF 49. OF THE GARAGE FLOOR AREA
12
PREFAB WD. TRUSS
FOR VENTILATION AS PER F.B.C.
3 I6d NAILS
PROVIDE SIGN TO READ : 'DANGER I
2'X6' TONGUE 4
2X4
DO NOT OPERATE ENGINES WITH DOOR
I
GROVE CL'G (TYP.
CLOSED CARBON MONOXIDE EMMISION
ACCESS
I
I
IS LETHAL'
I TI
AS PER FB.C. 181rc.1.1, ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED
BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE
DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR
PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE
SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4 LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.'
FIRE RATINGS DESCRIPTION
I.- 1 X 3 FURRING 16' O.C. , ONE LAYER 5/8' TYPE X GYPSUM LATH, 5d
CEMENT - COATED OR RING SHANKED NAILS 6' O.G. PAPER TAPE EMBEDDED
IN CEMETENTITIOUS COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED
WITH COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED WITH COMPOUND
AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC INSULATION HAVING
A MINIMUM INSULATION VALUE OF R -II.
2.- NO. 25 GAUGE CHANNEL - SHAPED STUDS 16' O/C WITH I FULL LENGTH LAYERS
OF 5/8' TYPE 'X' GYPSUM WALLBOARD APPLIED VERTICALLY EACH SIDE. FIRST
LAYER ATTACHED WITH 1' LONG NO. 6 DRYWALL SCREWS, 8' O/C AROUND THE
PERIMETER AND 12' O/C ON THE INTERMEDIATE STUD. SECOND LAYER APPLIED
WITH VERTICAL JOINTS OFFSET 1 STUD -SPACE FROM FIRST LAYER USING AN
APPROVED ADHESIVE.
SOIL STATEMENT
SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 P.S.F. I HEREBY ATTEST THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED ON. IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, PLEASE
CONTACT THIS OFFICE.
B
LOT AREA : 10,188 SQ. FT.
CL
2,259 SQ. FT.
A -8
1 /8'x FT. SLOPE CN
_
TRACK BRACKET OR
I
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-
N
1
I u
■
1
�}
1 . 2'- 11' I ■ 20 '
-
■
iv
I
-
II
• .e
•o•
FENCES
STOP MOULDING a'
e
0
1
COVERED
MASONRY
L
ML
I
TERRACE
JAMB DETAIL
I
REF I IC
�
IN
�Iv
N
12
PREFAB WD. TRUSS
3'X8' * 24' O.C. W/
3 I6d NAILS
- - - - - ---
36'H. AFF
2'X6' TONGUE 4
2X4
IX3
I
GROVE CL'G (TYP.
-,
ACCESS
I
I
g ALL EXT. CL'S)
1 . I
a�
_1
/
42'H.
AFF
BBQ
I
GOU
TES
COVERED
Q)
cd
'
TERRACE
6'
'•
13' -11' O
A -2
2 of
d)
VXS' m 24' O.G. W/
15
2'X6' TONGUE 4
GROVE CL'G (TYP.
-
14
x
® ALL EXT. CL'S)
6' -0'
1 3
4
I
1 M
I
■
1
I rtpl
1, 1 ■
1 ■
■ 1
N
N
42' H. ALUM.
.'
RAILING TO
2
REJECT A 4
SPHERE (TYP m
ALL RAILING
LOCATIONS)
F
C,
CC
SUJIMMING POOL
(8Y OTHERS)
1
NOTE
ALL EGRESS WINDOWS TO COMPLY W/ FBC: 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 51 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
NOTE
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE
CLOSET. AS PER FBC
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO
PERMIT THE PENING OF THE LOCKED DOOR FROM THE
OUTSIDE IN AN EMERGENCY. AS PER FBC
NOTE : ALL HALLWAY DOORS TO BE
NON - LOCKABLE (PRIMARY MEANS OF ESCAPE)
NOTE :
ALL PRECAST ELEMENTS TO BE ATTACHED W/
1/4'D IA. TAPCONS W/ 1 1/2' PENETRATION INTO
CONC. m 6' O.G. EA. WAY, IF PRECAST MEMBER
IS LESS THAN OR EQUAL TO 8' IN WIDTH THAN
PROVIDE ONLY ONE ROW OF TAPCONS
STAGGERED TOP 4 BOTT.
NOTE
VERIFY ALL WINDOW 4 DOOR
ROUGH OPENINGS WITH WINDOW 4
DOOR MANUFACTURER
I
S
1
1
I_ 1 8 •_' I 1 I ■
1D 2 -SH -25 - - - - - -
L = -- -
PANTRY -'
I / \
1'i 1
FAMILY 1 "'
ROOM BREAKFAST O I p I
I I I
10'
z 91 1
' to I I L14 I I m r I (A
42' H. ALUM.
RAILING TO
REJECT A
4' SPHERE
(TYP m ALL
RAILING
LOCATIONS)
(WHERE
ALL SHOW)
II I I I N
LOT AREA : 10,188 SQ. FT.
CL
2,259 SQ. FT.
I1
1 /8'x FT. SLOPE CN
_
TRACK BRACKET OR
I
I
I
-
N
ENTRY :
42' H. ALUM.
RAILING TO
REJECT A
4' SPHERE
(TYP m ALL
RAILING
LOCATIONS)
(WHERE
ALL SHOW)
II I I I N
b
.n
LOT AREA : 10,188 SQ. FT.
CL
2,259 SQ. FT.
I1
1 /8'x FT. SLOPE CN
_
TRACK BRACKET OR
I
I
REGULAR ANGLE
-
N
ENTRY :
I u
BALCONY :
I
�t
STAGGERED 6' FROM
e e
sc
• .e
•o•
FENCES
STOP MOULDING a'
e
0
1
COVERED
MASONRY
I
TERRACE
JAMB DETAIL
I
IN
�Iv
N.T.S. A -2
12
PREFAB WD. TRUSS
3'X8' * 24' O.C. W/
3 I6d NAILS
- - - - - ---
36'H. AFF
2'X6' TONGUE 4
2X4
IX3
I
GROVE CL'G (TYP.
-,
ACCESS
I
I
g ALL EXT. CL'S)
1 . I
a�
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Vol
ME
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LOT AREA : 10,188 SQ. FT.
CL
2,259 SQ. FT.
SECOND FL. A/C AREA :
IfL
_
TRACK BRACKET OR
_
REGULAR ANGLE
GARAGE DOOR
ENTRY :
I u
BALCONY :
I
�t
STAGGERED 6' FROM
e e
sc
• .e
•o•
FENCES
STOP MOULDING a'
e
0
�•e
6�
MASONRY
I
JAMB DETAIL
IN
�Iv
N.T.S. A -2
I
PREFAB WD. TRUSS
3 I6d NAILS
- - - - - ---
36'H. AFF
I Z
2X4
IX3
I
I
ATTIC
ACCESS
II
PREFAB WD. TRUSS
/
\
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(
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cd
COUNTER
GALLERY
no
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A -2
2 of
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1 3
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N.T.S.
CONC.SLAB SEE STRUCTURAL PLAN FOR DESCRIPTION
MIN. 35 KSI STEEL TUBE COLUMN (SEE STRUCT.
DW -S FOR SIZE) CONCRETE FILLED W/
MIN. 2500 PSI CONCRETE ENCLOSED N
ONE HOUR FIRE RATED PARTITION WHICH 15
OF INCOMBUSTIBLE MATERIALS. COLUMN MUST
BE PROVIDED W/ PRESSURE RELIEF HOLES AS
SET FORTH IN SECT. 2806 OF THE FB,C.
(COLUMN ASSEMBLY TO COMPLY W/ SECTION
7095.122 - FIG.'109.5JC OF THE F.BGJ
I�
5/8' TYPE X ONE HOUR
FIRE RATED GYPSUM BOARD
1 •• 9
1 =1 11 =1 11 =1 11 =1 11 =1 11=
•• •a • /\ 11 1 —I 11 —III -1 1 1•
TYPICAL COLUMN SECTION
N.T.S.
1
b
/8'x FT. -SLCi5E
12'-2' I'-
6'
' 6'
6 STUCCO C LGJ ON -
FOYER I MTL. LAt Ott 1/2 c
PLYWD. B IIN f
1 (TYP. g A L FXT
L'GS)
I
ENTRY
AC AC
GROUND
SCALE : 1/4' = P -0'
V5
.�
M NN
cn i� w `
O
n
CO 00 CC
U:-
-- - -- LO :41
O
O FO �
a
� a
L) Z a
F
W° C cr.
� a
j"■j Ei
PC
�c
r—
W
1
•
R�
°w
coo
o
0
a co
kn
LO
O
z�D
CO
W E-+
�w
WE4
�D aCO i
O CO
CO
co co
..
w
O,
w
Q'+ O O i
LOOR PL 0 cy) � c
AREA CALCULATION
LOT AREA : 10,188 SQ. FT.
GROUND FL. A/C AREA :
2,259 SQ. FT.
SECOND FL. A/C AREA :
1,126 SQ. FT.
TOTAL A/C AREA:
TRACK BRACKET OR
GARAGE AREA :
REGULAR ANGLE
GARAGE DOOR
2' X 6" P.T. W/ Ira'
ENTRY :
TAPCONS W/ 112'
BALCONY :
PENETRATION 6 8'
MULLIONS
STAGGERED 6' FROM
e e
FLOOR 4 TOP OF PLATE
• .e
•o•
FENCES
STOP MOULDING a'
e
STORM SHUTTERS STEEL JOISTS
�•e
6�
MASONRY
GARAGE DOOR
JAMB DETAIL
N.T.S. A -2
PREFAB WD. TRUSS
3 I6d NAILS
EA END(TYPJ
X4-1
2X4
IX3
SUPPORT
FOR
ATTIC
ACCESS
PREFAB WD. TRUSS
ATTIC ACCESS DETAIL
N.T.S.
CONC.SLAB SEE STRUCTURAL PLAN FOR DESCRIPTION
MIN. 35 KSI STEEL TUBE COLUMN (SEE STRUCT.
DW -S FOR SIZE) CONCRETE FILLED W/
MIN. 2500 PSI CONCRETE ENCLOSED N
ONE HOUR FIRE RATED PARTITION WHICH 15
OF INCOMBUSTIBLE MATERIALS. COLUMN MUST
BE PROVIDED W/ PRESSURE RELIEF HOLES AS
SET FORTH IN SECT. 2806 OF THE FB,C.
(COLUMN ASSEMBLY TO COMPLY W/ SECTION
7095.122 - FIG.'109.5JC OF THE F.BGJ
I�
5/8' TYPE X ONE HOUR
FIRE RATED GYPSUM BOARD
1 •• 9
1 =1 11 =1 11 =1 11 =1 11 =1 11=
•• •a • /\ 11 1 —I 11 —III -1 1 1•
TYPICAL COLUMN SECTION
N.T.S.
1
b
/8'x FT. -SLCi5E
12'-2' I'-
6'
' 6'
6 STUCCO C LGJ ON -
FOYER I MTL. LAt Ott 1/2 c
PLYWD. B IIN f
1 (TYP. g A L FXT
L'GS)
I
ENTRY
AC AC
GROUND
SCALE : 1/4' = P -0'
V5
.�
M NN
cn i� w `
O
n
CO 00 CC
U:-
-- - -- LO :41
O
O FO �
a
� a
L) Z a
F
W° C cr.
� a
j"■j Ei
PC
�c
r—
W
1
•
R�
°w
coo
o
0
a co
kn
LO
O
z�D
CO
W E-+
�w
WE4
�D aCO i
O CO
CO
co co
..
w
O,
w
Q'+ O O i
LOOR PL 0 cy) � c
AREA CALCULATION
LOT AREA : 10,188 SQ. FT.
GROUND FL. A/C AREA :
2,259 SQ. FT.
SECOND FL. A/C AREA :
1,126 SQ. FT.
TOTAL A/C AREA:
3,985 SQ. FT.
GARAGE AREA :
451 SQ. FT.
COVERED TERRACE :
444 SQ. FT.
ENTRY :
62 SQ. FT.
BALCONY :
66 SQ. FT.
N
rn
0
A SEPARATE PERMIT AND
PRODUCT
CONTROL APPROVALI,_,jvHE
APPLICABLE, IS REQUIRED
FOR THE
FOLLOWING
ITEMS; • .
STRUCTURAL GLAaM4MD TRUSSES
DOORS
ROOFING
<<
WIND4.-S
RIDGE VENTILATIOI`CURTAIN WALLS
MULLIONS
SIGNS
GLASS rW
PRECAST SYSTEMgHANDRAILS
RAILS
FENCES
STORM SHUTTERS STEEL JOISTS
STORE FRONT AWNINGS
6�
rn
0
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cd
sheet
no
A -2
2 of
S