HomeMy WebLinkAboutREVISION 12-19-18I
CA15L TV ®T
TELEPHONE I I SWALE SLOPE
\\ L O T FY
F.P.L
1 TRANSF.
I
/v
0
SILT FENCE/
. THIS SHEET
PAVER
DRIVEWAY p'
i '9 I �
�. NEIGHBORING '
RESIDENCE '
N 52 DEG, 52' 19" E 201,432' SWALE SLOPE
776
9�
P MENT
N \O ENCLOSURE (J�
QD
to
A/C EQUIPM .. � itt
ENCLOSURE
1 / 42.. TEMPER r 1 N
GLAS RAILING
PAYER f I
PARKING-
..
1 SHELL STONE 1
POOL DECK
1 I �
s
PAYER
DRIVEWAY 1 1
f 1 I II
I II
POOL
L - it ARATE PER
15, 'N,
y -
_ 1 I-3 FINIS D OCR ELEVATIOK N
PAVERS f 1
__
~� ��'�
EAILiNGED
f Lo
W
GLAS
I
14.(o6'N
1
rnV
f Fr-,E, 1@ GARAGE
O-'
A/CEENT
10
Unu
O_SURE
_
AT E
`�..f 1
l
ACTUAL
-
E
= A5 1
RSETgACK 1
I
BURIED`L`P,
O I I SES TA ATE PERMIT )
SANITARY
SEWER
MAN -HOLE
SWALE SLOPE 19
--'--`
�UNIT II
1 Q
i I Q
1 I.
b' Max
POST:
2" X 4" P.T, OR 2 1/2"
MIN. DIAMETER WOOD'
STEEL 133 LES, FT, MINIMUM
1 I
OPTIONAL 200 j
POST a
POSITIONSLu
a
_ II SETBACK 0
f i "mow`+.:
► ! HT, TEMPERED rn
WALKWAY 1 GLASS RAILING
o I 1 OJ
_ _ 1 19
O -
- �U
fl INDICATES SILT FENCE/
' U L SEE DETAIL THIS SHEET
----fx1t ORE- SWALE SLOPE SWALE SLOPE
N 52 DEG. 52' 113" E 185,62'
-----------------� -
I I
NEIGH50RING
i I
RESIDENCE
1 L ------------
PRINCIPLE POST POSITION
(CANTED 20' TOWARD FLOW)
7J FILTER FABRIC
SILT FLOW
FILTER FABRIC (IN
CONFORMANCE W/
SEC, S85 FDOT SPEC)
AREA GALCULAIION5
LOT AREA 3 0 5 6 0 SQ. FT,
HOUSE AREA 6 2 1 8 60, FT,
POOL 4 DECK AREA 16 0 8 SQ, FT,
DRIVE AREA 2 6 9 6 SQ, FT,
100%
20.3°ro
5, 3 %
8, 5 %
! I I I \ IMPERVIOUS AREA 1 0 5 2 2 SQ, FT, 3 4, 4%
II II
— I1 II
- 1=1 NATION -
SILT FENCE DETAIL5_
1/2.." 11011
TRACT FA-1
PRIVATE NATURE
PRESERVATION AREA
)Z
0
w
Z
is l.Ofl
I/I(o" =I'-OII
PROPERTY DESCRIPTION
LOT "D"
14AR50UR RIDGE PLAT # 4
ST, LUCIE COUNTY, FLORIDA
NORTH FORK OF THE
5T, LUC IE
RIVER
RAWING
LEGEND
#
I
SITE PLAN
#
2
FOUNDATION PLAN
3
FIRST FLOOR PLAN
#
4
SECOND FLOOR PLAN
#
5
FRONT 4 REAR ELEVATIONS
#
(o
51DE ELEVATIONS
#
7
FIRST FLOOR TIE -BEAM 4
FLOOR 4 ROOF FRAMING PLAN
#
8
5ECOND FLOOR TIE -BEAM &
ROOF FRAMING PLAN
#
9
SECTIONS 4 DETAILS
#
10 SECTIONS 4 DETAILS
#
I I
INTERIOR DETAIL5
#
12
FIRST FLOOR ELECTRICAL PLAN
#
13
SECOND FLOOR ELECTRICAL PLAN
#
14
FIRST FLOOR N,V,A,C, PLAN
#
15
SECOND FLOOR N,V,A,C, PLAN
$I.
SITE INFORMATIONAFROM A SURVEY
PREPARED BY STEPHEN J, BROWN INC,
son, �; m�%
i
RECEIVED
DEC 10 202
ST. Lucie County, Per
1L
!� Lu
z
F
cv
afri:i®as
12 MAR IS
3 MAY 18
6 JU
t1150
1a � 8
OF FIFTEEN
f 6 11 ��F ] T1e 1 1.'� Y C ✓� yYj�. f i 3 YvV"-
_. _ _ ✓ ., w '� ,�. ' l Y.•q..�.�'`{ g 0, e ..
afri:i®as
12 MAR IS
3 MAY 18
6 JU
t1150
1a � 8
OF FIFTEEN
f 6 11 ��F ] T1e 1 1.'� Y C ✓� yYj�. f i 3 YvV"-
_. _ _ ✓ ., w '� ,�. ' l Y.•q..�.�'`{ g 0, e ..
' (&A"
is
S
4'0" 1314"
Toll fl14:' 11'4" 4,0"
136"jIc^
30 11'0" 3,4„1'10"
2,2,4'HIGH
p EQUIGH 0
PO
L t SPA EQUII�NyENT
tH OSE
' f
SCREEN WALL
IS'O" BB
1 \
T2"
O
1
o
SHU}TERS
SEAT " HEAT
/
Sla l
m
I X� �OTOWEL A DE
-
K M
m
m
o
FROSTED
o \ X CURB-L S JA
UZZI TU
P
co
S4" 2'4
GLASS 1 .0
=
co
N I SHOWER
Y LVL c° ENTRY
O
4' HIGH - -
- -
ROMAN
_
5'O co 0'B�
42" H7,
TEMPERED _
R
IN HEAD r
EMPER£D/
AFETY/GLAS
EQUIPMENT
SCREEN WALL I
SHOWER UP
LINEAR DRAIN
I
GLASS
RAILING
d
�SHbW£R
1
.I
-
TTTT
N ' Cj
'�
° I
TIDE 10 C
L
GOM
°
IS U),I,G•
ILIN
T WEL
CARPET
* Q' CEILING n
__
BAR IWOOD
12,0" \ CASED
AR
LL
rA
8 X 80 GAB II„XB, P NI
- -
G_ T
\
TANK!_ESS
Ix
8"
B'o
- - - - -
GAS -WATER
R 4 S 0=
( -ATTIO =
O
51
TEMPERED
TEMPERED
I'
I
HEATER'
9 C,
R 4 5 -
CARP ACCESS I " In
- - - it
5'
GLASS HOLE) ONE
R
6 5
/
_ „
„
"
63 "
/
�
_ �
_
1
�
30
63
30
/
I
-
RAILING OLD TRIM DIOWN 3ECE
1
��-----��
HER LU•I•C•
8" X S 0
CONCEAL CONTINUOI.
------------
GAjZPET
r
NSa /
r
O 1 /
x
I
ROPE LIGHT BEHIND
m
UP
ER t LOWER CABINETS
\
10 CEILING
(
fy CARPET
O
/
r _ _ _ _ _ /
- - - _
13'pr"
D
a
2'0
/
��
i 24"
RI
S
3 X4 10
WARDRO
E 13'II 1
L B91j2
-
O
-- --
I1'01/2"
"
q SHELL -STONE PAVING
T
TWO PIECE GROWN
IBLAND
n
,
x
/
lin`
o+
/
/
m
CARPET I O' TO I I' aTEPPEIb
2 O "
I' 8'OjM0
7RAYr CEILINGISO
B,4Y_F
rr
-LINENSAN
1 i-0 - - - -(
I
FIx£p TRANSOM
GUEST PARKING
r
STUpY Rib m
k -T I
O I�
10'-0"/ CARPET
WINDOW
y
PAVERS r
r /
woop 10 CEILING
I y
��-' 10' CEILI
1
\
1 N
'v
' u
�y%PA
' °
/
- AIR -RAIL
INTERMEDIATE STEP TO 1
I
-BBB
' 1
r /
i 2' " '
15'8" 0a I'0" = 2'5" 1 1
10'°Yq"/A.FF, SEE DETAIL I I
I
° B -0 "
644 YTERS
r
/ 15 8/2 0+ r
/ 19'B�2 SHEET # S I I
"
-�—
IT B 36 A�fF.2 X B W LLm I I
r
=
- -- _
-I ATES 12" X 12" C.M.U.
OPERABLE
BLOW I------------L_.� "
G,4LLERY & N L / / A eo FR C
- + -
WOOD I 0 CEILING r - - - - - - - -% x
/ s z p DO
_ I
- -
OLUMN BLOCK #5
WINDOW
r
/ 2'
"X8'0" / / ~
BARS VERTICAL
-
_
- i
- '-
- - - -
- _
C€ILINC RETAIL AQ DINING ROOM
.
- -
E
v I 0 0' FILING r,
�
O UP IGHTSI
P
""
OO 14 W00D 3 HT. CHAIR-RAIL�fO 2 2
ELEGr/
-4
O I/2" " I6O
FU .ITURE 1VANI
CASED
OPENING C AIR-RAI FIREPLACE r
Q OLUMM
�{8,12
15^�7C30'
a
1'2" 3'1" "6'4'0'
7o)R
/
6'p"1'Op' 1
w aPJ
UP LIIGHTS
m
I I I
ALL WORK RELATIVE
THE
0
aO
36' HT. I<LUSH HEARTH /
6 COLUMN
�
IR
CHAIR RAIL � FIREPLACE /
WN SCREENS d
RI
NE 1I
POOL, SPA, POOL FEN
ING,
w
IN CONCEA� ED
A
KS._��
SHALL B£ PERFORME
UNpEINDICATES
4"
T'I"
I2" X 12" C MJI.
` 122'T" / 8Ib'8"
O 1
SEPARATE PERMIT
i F
3b" HT, / / cDQ X z DINING PORCH
COLUMN BLOCK W/ 4- #5
i
e
1 =�
`A U
BARS VERTICAL
I
°Od
p 0
CHAIR -RAIL / Iln E SHELL.STONEPAVING
I
i TYlCAL FOR FOUR)TWO
w o
x x F Y
/ 0�7 O 12'-4" CEILIN(a HEIGHT
Hz D
I I I
>
ENT
WOOD
YE_R Y'<_
LIvINC� ROD�'1 -Qxa
i i0
BE
MOTOR -COURT o
TERS
'
\I2'CEILING
WOOD I 12/CEILiNG MATERA�//OWNER
O
P r
o
PAVERS
VERIFY E ING
x uo,
/ h'8"
15'0"
E
m
00
FINISH M TE IA
W/ OWNED -
"w,,
"/
12 -4 EILING
"'
R, Q / / m
\ \
lib" �. / m 6,0"3'10"
I
I
80M1
y
y
Y4 G
4
/ /
FR n u
36" HT, GRANDf THR' HT. CABINET �_ / / P4 R 12 X 22 TR
OWS
NOTE: o
.,
/
/
CHAIR CLOCK CH R-RAIL END PANEL
FfX Q
UP IGHtB
ALL RASE BIBBS SHALL BE IN CONGEALED om
_
O
_Q
p
`
a6 G LUMN
/
... __ _ ._. _ _ _ _ -
- - a - - -- -- _ _ r " - _ ' - TH 'D
„ - - - DBL O b 0 /36 HT, 36" X 22" TRANSOM WINDOW
36 HT, r
�*
S
EP
_.
36" HT, °�
o
SOX W/ STAINLESS STEEL ACCESS DOOR
CHAIR RAIL
i
GIIA)R RAIL ( OYkN KITCHEN / COUNTE
FIRE P
36, X 22" TRANSOM
r-8re,�r
- - - - - Tr£r WOOD / RAS
_
NDOW
WA L��ECsENCi
1 � \ 12 CEILING
-
"
l O
(
Q c6
m DOWN-DRAfFI SINK / m
�� i GAS I
_
-
FREN v
® PROPOSED 2° x a° FRAME WALL
4b" 5'O
3f 4
x z 1 -
600i�TOP ° DISA 5ER
I��
O
Doolo
� PROPOSED 2' X 4° FRAME BEAREING WALL
---
__ 60'
12'O'
134 "
Be
" 1
WINDOWS
4
a
I
WOOD 61 3'b' 4"
" f 3'6" Id,pA R PU IFIER 12'11 "
x
" ' TRANSO
® PROPOSED 2' x e" FRAME WALL
-_--
STEPPED CEILING/ 12' TO 12.8' 8 IL IN D/W NOOK.
'
Q
^
® PROPOSED 2°xs"FRAME WALL
- = - - - - -
- - - - - - - - - T� UP IGHTS co
_
"n 9 ALL
IO 0" 8'O" + r
x z 1
¢ I
CROWN MOLDING SEE DETAIL CQF E SYSTE / 1
` / K+ ,. WOOD
_
® PROPOSED B' C.M.U. WALL
- 1
O
THIS SHEET
STRUCTURAL 3` , / `r ISLAN 12' CEILING
THR'DI o
SHELL STONE PA
ING
'
2'0°
all X
\/\
=
\ r I= m I
STEEL COLUMNS J2) 3111"RIFF / 4 POURED CONGRET
m L - -
3b" X 22 TRANS
- - - - - - - -
M WINDOW
-
/ 1
42" HT,
HOSE I - 13'8' / s I
- -
/----- - - - - -- ----- - - - -
---
p
n
36" HT. "PREP SINK , COLUMN W/ 4 - #5 BA
CABINET "
CHAIR -RAIL t#3 STIRRUPS 9 16=
S
/C
coNt.DECKo•DRAIN-
/
/
I
TEMPERED
GLASS
_
FIXED v
BIBB H0 T
'
END EL /DISPOSER
AIL_
---�-
_
i U
LIGHT
ILIN
UTIL(TYI \ " Slot. I b" eb" BIB I
0 0 I
R t 5
RA H M/W ° l2 9
P T Y 0 / R� EC D_WR4.
i
COLD
N(0
FIXED
SINK 1 / i
„
X8 0
-
_ _ -, - - - - - 1 - _. _ -� - _ $0 - r
° µ; l2 X 22
AN INDmW
/
ii
i
h / SHOE CU BlES
5'IOIh"
pp _ _ _ _ _ _ _ _ _ _ _ _ _
{„ DOUBLE f - 1 - - --SERVIItRGI6 4'2"
1
\ ( r CUBBIE6 } PF}0
I I
1 EILI G X HINiSED ` 1
D00�2 "Bill
3,10" j
1 - - - -
/ I I
- - - -
E
v
x
/i = W/ SHELVE C A
= - f - - - - r m
G N
9 B" 13'4" g" g 0"
I =
I I
" "
INDICATE 12 X 12 FORMED 4 POURED
- -- _
- -
-
--
/ ABOVE
I
BASE 4
/ !
12 8 "
1
-1 p
ROLL DOWN SCREENS t
RRiGANE 1
CONCRETE COLUMN W/ 4 #5 BARS VERTICAL
-
B"
"
i HT� I 4B 0 THR' _
CAPER TS9'0 U
° " "
B 8 WOOD - - _
�0
- - - - _
I --I--
_
12" I
4D -
¢
SHUTTERS IN CONCEALE
I
TRACKS
I
i
!
4 #3 HOOPS fif Ib O/C
NOTEPROYIDENOTCHESFOR
1
ii
20 MIN. D OR `
'
t'
NUTTERS
I
BUTCHER
B bGK TO
r
r 1, m
i
i =
a'
X /ASED m
I L OPENING VA *
N _ _ _ - r _
-------------
7 0
_ _ _ _. _ z
- -
____------
--
1 I 1
/
RECESSED ROLL DOWN HURRICANE
WOOD,
IO CEILING
ORKBEN
o
- - - -.._
d FRAME
'B"Xg'p"
m I --II-
-If f — - -
_ _ _ _ _ -
- - - 1_
z -
- - - - - - - - - -
- - - - - - -I 1
4 INSECT SCREENS
- - - - -- -i
n
21
-
-- - - - - -- -
- - --
- --,-
1
Em
AMILY ROOM
BRo M . AB.
----
- - - -
it)UPPER
-
TH A
A
I REF.
4 MO PP
1
'I
IDDEN-
„
WINE
oX
WOOD 4
V AN
I
a
�
/
r
/
r
EPDXY FLOOR
CABINETS _
ING �. -_ _
CAB CABIN
tS ' C14AI -RAI FOR 7D
CHILLER
o
I
4,0
STEPPED CEILING 12 TO 1245 I a o
,u
x
SHELL STONE PAYING
1 I o
R
I O 4 GE
_
- { b
as
I
_
a
m
i r.
I WIN
I I ICO
SECRET
I
O
BAR I
W/ TWO a) SURFACE APPLIED BEAMS
t�
u
O
T 4 G WOOD d BEAMED G
ILING NERI Y MATERiAL
CART BAY
1 AHU #4 IN
r. r
ATTICt
- - - -- -.. .- -_
- _ -- _
E
- _ .- _ _ _ -- .I, _ _ _ - -
I.I 1WIN
Y
_ _
RAG
SINK
1
( SEE BEAM DETAIL ON SHEET #I 0
x
a
12'-4" CEILING HEIGHT
W/ 0 ER)
I
PAVER CA
T P TH =
"-
/
II p p
1 -
---------------1
=
a0 -
Ri21CAN - - -I
Op
! I
m
L I I. CO E
I I 10' CEILING
�_ /
"
ICE 40 J•�.t,COLNTE
n
W/--------- - - - - - --
--
S_W1INSQJ@EEt�St
_ TTERS IN GONCEALE
TRACKS 1_ I
-------
I
A4U 2 IN S 014"
B 2 o
M4'G • 21" HT 6ACKSPL
�
SH 24S" " x W, FORMED
_
- r - - -
8">jCBID
--t
I
i -
- -
ATTI
/ Lo N
t POURED CONCRETE `v
I GLAS FRONT COLUMN W/ 4 - #5 BARS
FLUELESS
/
A
-
=
p
I
I
- - - - - r -
BASE t UPPER CABINETS
-
` -
- -
- -
- -
1
- -
_ ._ _ _ _ _
--!-
/
BASE!t WA
(
UPPER
UP
3 RISERS Q 'I
"
I UPPE CAB'T5.
4 03 STIRRUPS a Ib O/d
1 - - - -
" i "
- - GAS FIREPL
- - - r - - -
" 16 RAISED
C
E
RTH' -�
"
42 HT.
TEMPERED
0
SHUTTERS
dp E
CABI EIS
/2 IOA
I 8 WOOD 6'9 2 III
B
{
r4
1 _
MV/2"
1 W/ II NOSDSG6
CABINETS
W/ 36" HOOD
TV ABOVE
I
GLASS
;9
�GKC-R Rp�
-
`
m�
=..
BE 4" WA5 E LI E FROM 2ND FL- - - - OPENING - °III
III
\
\
RAILING
%
"
EPDX I 0 4 CEy
G
n.
0
b3
/
HERNE
4" „ "
28 X 0
1512v
REF
UP LIGHTS
- -
cO
m
f _
20G AM
PANEL 1
1 b RISERS 6 l.5
15 TREADS ID I I"
W/ I" NOSINGS
UP
TI
SHUTTER
' _ H
VENT DR
TO EX T
- -
Flk TANKLISla
IOR aAS� R "
HEATER
m BUILT-IN CABINETS -
ALVE -
- - _W FLAT 6CRN T TV a,
O = ( NA
O COLUMN
x
\
-
_
BASE 4UPPER CABINETS
SoE
ALUM,
r
----- - -
- - --
-------
---
_ _ _
o
m
AT
= m iiQFR
TILE
C
S
GATE
UPPE ABINETS
O"XB'0 -
STORAG
m
a o
/
= CURB-L
o
SHUTTERS a,
S SHR, = - x
SUITCASE TAND 9' 4" CEILING
" y' m O
c0 DOO I_
x c _
«
FRAME OUT* STUG
O
_
-
-
/ / „ „.o
b'0 2 9 2 2 I m
u
io TH 4 1
2'8 i
W BEAM f0 12" G0L
!�
/
ELEC, METER
MIN, CLEARANCE ALL (
SpE$ L1 L
THR
COM
D
COM COM
IFOR
((GODS
-NECK I
_
R S W I•C, o S m I 0 CEILIN
D I B" '0 OW
IDTH ABOVE SHO
WALLS
n
O L STO
_LS t FLOO _
i
-
- - - QF��N P _ - -
- - - - 6
GOOK
OP Wi LE
SELLl2TONEPAYI
-
- - - m
-
- - _
_ _ _
8oX8'
m
EXTERIOR
FAN ° I O
FILING LINEN O
2 0 S.
( �y FLOOR �1
IAAjj
EMERGENCY
GENERATOR 9
I , t OR�
I
_ L. _ CLOSET! _ _
!� .. 5 SHELVES - 2'0" 28 X 46 6 AINED
I
GLASS
( V Ll! A DSc
^I
BLUE HER FRO
O
EXISTING HOUSE
S _
- - -
4' HIGH EQUIPMENT,
U'
I COVER ST INED
LASS W/'IMPACT
PAVER WA
K =
SCREEN WALLS
b O! z 19b" 8" FIXED
` '' _
LASS ON
42" HT.
TEMPERED
O
p
SQ, FT. CU�FT,
" " o
3'O f2'8
"
4'8 4'D
9b "
I - R
t EXTERIOR
�`� `�
GLASS
FIRST FLOOR 4 020 44 382
_
; BEDROOM # TWO I EGRESS
RAI G
SECOND FLOOR 12 O 4 12 040
! X
5 WOOD STEPPED CEILING I co
O' 1 1'
m
LIVING AREA 5 224 56 4 4 2
4' HIGH EQUIPMENT
pi4u
TERS
1 O 1
ENTRY PORCH, PINING PORCH t COVERED LANAI 938 12 201
SCREEN WALLS
m
i'
a O" I I
GARAGE 1 2 6 O 1 2 6 0 0
a0
-_ 14'0'
ii'8"
- I
- ---�-_----
TENb
STEP
HANDRAIL
`o
d
---
TOTAL AREA l 4 2 2 SQ, FT, 8 1 2 2 9
O SHUTTERS
BOTH SIDES
OF STAIR
k b 6
6HUTTERS ,.v' OF J�
14'4' I1,0" 410" 9'4" 3'4" 1 310R 3,B" SHUTTERS 10'8" 6'O" 4" 2'4„ 1'O" 2'8" 6.8" I' m� 6 AT6
- - - - - - - - - -
4'0" _ -_ _._._ —� 45'4" 1314° 6'4"L 20 4"- B,B„ 9.8" Ye" base IN
1 PAVER WALK PAVER WALK
5 00'.�:a iJO
�� R ®�,99
r 154"
�k`4➢t1IpT1II���
® e
File Cod,
W
8 ell,
0
i
Ytp
OWN
to
JS LED,
®f4Bl1a1f9
PT 18 I I MAY
1 6 JUN
2 8 JUN
2 8 AUG
it SEPT
2 6 NOV
CU, FT, Ill 5
12 JAN
CU. FT.
51
��� DD
bNO
NOTE:
ALL ROOF HIPS SHALL BE MITERED, FLAT
A _
CONCRETE TILE II
CONCRETE A CLAY ROOF TILES COMPLYING WITH THE FOLLOWING
LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND
LOADS PRESCRIBED IN THIS SECTION
i i I
1, ROOF TILES SHALL BE MORTAR SET W/ "TILE - TITE TDS" \
BY PREMIX MARBLETITE MANUFACTURING CO.
2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING 3 I I 2
DESIGNED AS COMPONENTS 4 CLADDING IN ACCORDANCE O I I
WITH 16061 I
3, AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE I
W/ 1501.4
4, TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A I
MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES ✓ Q
5, TILE LENGTH SHALL BE BETWEEN L0 41,75 FEET-
6. EXPOSED WIDTH OF TILE SHALL BE BETWEEN 0b14 125 FEET, �F
1, MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL 0 PLAN
NOT EXCEED 13 INCHES
S, ROOF TILES SHALL HAVE AT LEAST 2/3 OF TILE'S AREA
FREE OF MORTAR CONTACT
—FLAT RIDGE TILE
MORTAR TO TOP EDGE
MORTAR TO TOP EDGE ---- W
MINIMUM I" THICKNESS
�r UNDER TILE
MORTAR FINISH / _ X �e� %-� I
SET HIP 4 RIDGE TILE IN CONTINUOUS 11
BED OF MORTAR, LAPPING TILE
1" MINIMUM. POINT MORTAR TO FINISH
FULL BED OF MORTAR —
"TILE - TITE TDS"
UNDERLAYMENT CARRIED
PROVIDE FULL BED OF MORTAR UNDER \Z---
OVER APEX OF ROOF
FIELD TILE
ALL HIP 4 RIDGE TILES
TILE ,411,4GHMENT
Ill 2 Boll
SET HIP 4 RIDGE TILE IN A FULL BELT OF "TILE - TITE TDS" BY PREMIX MARBLETITE
MANUFACTURING CO. PLACE TILE ON MORTAR WITHIN 15 MINUTES PRESSING DOWN ON
TILE UNTIL MORTAR HAS FULL CONTACT WITH THE TILE 4 EXCESS APPEARS AT THE
SIDES OF TILE, POINT MORTAR USING MORTAR THAT IS SQUEEZED OUT WITH
ADDITIONAL MORTAR AS NECESSARY
ALL FIELD TILES SHALL BE SET IN ACCORDANCE WITH SYSTEM $THREE FRSA A NTRMA
TILE SPECIFICATIONS - MORTAR SET APPLICATION USING "TILE - TITE TDS" AS NOTED
ABOVE
ELEVATION
PA I EI/ATICN
3/1(0 = 1'-O'I NORTH-EAST
WIND LOAD INFORMATION
CODE EDITIONS
2011 FLORIDA BUILDING CODE
CHAPTER b OF ASCE1-10
BUILDING DESIGN:
ENCLOSED
ULTIMATE DESIGN WIND SPEED:
110 MPH
NOMINAL DESIGN WIND SPEED:
132 MPH
RISK CATEGORY:
Tj
INTERNAL PRESSURE COEFFICIENT:
EXPOSURE CATEGORY:
D °
WALLS (ENCLOSED)
IMPACT PROTECTION:
IMPACT RESISTANT DOORS 4 WINDOWS
COMPONENTS 4 WALL CLADDING MEAN ROOF HT, = 30'
ZONE I
ZONE 2 OZ NE 3
1060.FT, =+30A/-52,1PSP.
IOSQ,FT.=+3OO/-18,15PSF, IOSQ,FT,=+3O,O/-122.SPSF.
20 $0, FT. _ + 21A l - 465 PSF,
20 SQ, FT, _ + 21A / -165 PSF, 20 $0, FT, _ + 21A ! - 115D PSF.
50 $0, FT, _ + 215 ! - 441 PSF.
50 SQ, FT, _ + 23,5 / - bl.l PSF, 50 SQ, FT, _ + 215 / -104A PSF,
100 SQ, FT, = + 21.2 433 PSF,
100 60. FT, = + 21,2 rF I,O PST-, 100 $0, FT, = + 21.2 56A PSF,
ZONE 4
OZ_NE5
10 SQ. FT, _+145 /-23 P.S.F.
10 60.FT, _+52/-10 PSF,
20 SQ, FT, _ + 132 / - 225 PSF,
20 $0, FT, _ + 50 / - 65 PSF,
50 $0. FT, = + 11.6 51PSF,
50SQ. FT. =+41/-S5PSF.
100 $0, FT, _ + 103 1 - 49 PSF,
100 $0, FT, _ + 44 / - 54 PSF.
NOTE;
ALL WINDOWS SHALL BE HEAVY DUTY VINYL W/ GREY TINTED IMPACT RESISTANT
GLASS BY PGT
FIRST FLOOR WINDOWS SHALL BE DOUBLE HUNG
SECOND FLOOR WINDOWS SHALL BE SINGLE HUNG
TERMITE PROTECTION FOR NEW CONSTRUCTION AS PER FB,C,1516J
CONTRACTOR SHALL REFERENCE FJ3 G 2011 8I61 F ? FURTHER REgUIREMENT$
SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE
FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACK14LLIN64
t AFTER ALL COMPACTION IS COMPLETE,
IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA WALL
BE RE - TREATED WITH A CHEMICAL SOIL TREATMENT INCLJlDING SPACES BOXED
OR FRAMED
TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAMB ESTABLISHED
BY THE FLORIDA DEPARTMENT OF AGRIC.UL7URE AND CONSUMER SERVICES
PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS
SHALL NOT BE OF CELLULOSE - CONTAINING MATERIALS AND SHALL HAVE A MIN, WALL
THICKNESS OF OOIO' AND SHALL BE SEALED WITHIN THE BLAB USING A NONCORROSIVE
CLAMPING DEVISE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO
TERMICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305J2
• WEATHERING - NEGLIGIBLE PER FBC RESIDENTIAL TABLE R30L2 W
• WALL AND CEILING SHALL NAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200
• WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
GREATER THAN 450
• ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN OA2 WATT PER SQUARE CENTIMETER.
EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE LNDERSIDE OF THE
ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH FB,C, RESIDENTIAL SECTION
Rau
• GYPSUM BOARD MATERIAL SHALL CONFORM TO ASTM C36, CA, C4T5, C514, C630,
CS31, CS60, C1002, C1041, CI(TI, CIRB, CUTS, C1385 OR CB% AND SHALL BE
INSTALLED ACCORDING TO THE FOLLOWING
1 DRYWALL
FRAMING
MAXIMUM SPACING
NAIL SIZING OPTIONS FOR
THICKNESS
LOCATION
ORIENTATION
MEMBER
OF PASTE HERS
INSTALLATION OF DRYWALL
SPACING
INTO WOOD FRAMING MEMBERS
MINIMUM
NALO
SCREWS
Y X MIN. THICKNESS
CEILING
PERPENDICULAR
24'
Y
Ir
5 GA. 13/6" L W/ B/64' HEAD OR
1/2'
ODS8' DIA. X 1 V4` L ANNULAR
RINGED OR 5d COOLER NAIL OR
WALLS
EITHER
B.
8.
B.
GYP. BD, NAIL 0,086" DIA. X
DIRECTION
15/8 W/ SB2` HEAD)
CEILING
PERPENDICULAR
24'
Y
12"
13 GA. 1570 L. IW64' HEAD OR
00%Sw DIA, X 15/6' L ANNULAR
E/e,-
RINGED OR 6d COOLER NAIL OR
WALLS
EITHER
I=�
8'
I=�
OOS2" DIA. X I VS LONG W/ V4' HEAD
DIRECTION
OR (GYP. BD.HAIL 00SV DIA X
• ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO A" C551
• ALL CERAMIC TILE SURFACES INSTALLED SHALL CONFORM TO ABTM AIO8J THRU
A FOBb, A 118J, A I183, A L6J AND A B'U
• CEMENT, FIBER CEMENT OR GLASS MAT GYPSUM BACKERS IN ACCORDANCE WITH
ASTM C 288, C M5 OR C ITS AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS,
FLAT CONCRETE
TILE ROOFING W!
MITERED HIP$
U, 2 8,-bo
ROOF PEAK
CEDAR TAN / BERMUDA SERIES
ENTEGRA ROOF TILE
Lu
c^
CID
0
OL
n0n/
AL
lJ__
ME
I
SOUTH-WEST
0- 4'
AVERAGE RC
PROPOSED 500 GALLON EMERGENCY GENERATOR
600000 B.TU.
BURIED L.P. GAS TANK
,,..-
I r -3/4'
PORCH GRILL
100000 B.TU,
SIX BURNER COOKTOP
/ .'
100000 B.TU.
,'. 3,4.,
'�
'
3/4'
r
TANKLESS
WATER HEATER
^'
.- '
3/4' `
600000 B.TIL
.- g/4'
J- .-
TANKLE66 --
WATER HEATER �• -. 3/4'
I�
600000 B.TU.
Il
3/4'
FLUELESS GAS FIREPLACE
FLUELESS GAS FIREPLACE
100000 B.TU.
100000 BTU.
C;A5 RISER
DI>4GRAM
NO SCALE
ALL LINES SHALL BE 3/4" GALY. STEEL
PRESSURE DROP CALCULATIONS -
INTERIOR -11" WATER COLUMN / I17' WATER COLUMN PRESSURE DROP
EXTERIOR -I O P.S1. W/ I P.51. PRESSURE DROP
LENGTH OF EXTERIOR 3/40 PIPING - 45' - -
LENGTH OF INTERIOR 3/4' PIPING -l5' +-
EDGE POOL
CATCH
BASIN 1
NATURE PATH
42" HT. TEMPERED
GLASS RAILING
GAS
W/16"
3/IIIG II = I, -Oil SOUTH-EAST
FLAT CONCRETE TILE ROOF
W/ MITERED H8'S
3/1(0" = I'-0° NORTH-IUEST
NOTE:
ALL WINDOWS SHALL BE HEAVY DUTY VINYL W/ GREY TINTED IMPACT RESISTANT
GLASS BY PGT
FIRST FLOOR WINDOWS SHALL BE DOUBLE HUNG
SECOND FLOOR WINDOWS SHALL BE SINGLE HUNG
O
LL
z
kn
f!'�l
a
'fu
VJ
nO
I.L.-
O
(y-
CL
eery
20 SEEL 18 11 MAY
16
I S 6 JUN
KE E
I S
2 8 JUN
18
28 AUG
18
i l SEPTPr
18
26 NOV
16
coq�bco
11150
12 JAN 18
(0
OF FIFTEEN
File Cope
6" X 10" X 5/8" WELDED STEEL
TOP PLATE W/ TWO 5/6" X b"
NELSON STUDS
4" X 4" X 3/6" STEEL TUBE COLUMN
8" X 8" X 5/8" WELDED STEEL
BASE PLATE
U) TWO 5/8" X 5" WEJIT ANCHORS
III I'�®n
" DEL, 2" X 4" TOP
PLATE
u
II
2" X 4" STUDS
° na 16" o/c
II
B" CBS, FILLED
CELL W/ 1- #5 BAR
II
PROVIDE #10 X 5" TAPCON
SCREWS na 16" O/C INTO
II BLOCK WALL
X 4" SILL PLATE
1/21'
i -
MONO, FOOTING 20" W X 18" DEEP
W/ 3 - 05 BAR CONTINUOUS
,4
POURED BLOCK CELLS /
W/ I - 05 BAR IN EACH CELL,
HOOKED FROM STEM WALL
FOOTING TO MONO, FOOTING
CLEAN COMPACTED FILL / / F-
STEM WALL FOOTING 28" W X /
16" D W/ 3 - 05 BARS CONTINUOUS
1/211 :1-0
WRAP COLUMN W/ 2 - LAYERS
30# FELT
4" X 4" X 3/8" STEEL -
COLUMN
II I
LI p 1
0
12" X 12" X 4" RECESS
10" X 10" X 5/8" STEEL BASE
PLATE
I" GROUT
4 -3/4" X 8" SLEEVE ANCHORS
24" X 16" CONCRETE FOOTING W/
3 - 05 BARS CONTINUOUS
ALTERNATE STEEL
�0 L UMN DETAIL
III = 1'01I
GARAGE DOOR ATTACHMENT-
2" X 6" P.T. WOOD BUCK TO CONCRETE
8'- O" HIGH DOOR "6 - 3/8" X 3" SLEEVE ANCHOR,
ITT RAMSET / RED HEAD # HN-31330 SPACED AS REQUIRED
BY MANUFACTURER AT EACH SIDE
TRACK BRACKETS TO F.T. BUCK
8'- O" HIGH DOOR " 6 - 3/8" X 1 T/8" LAG, SCREWS
WITH WASHER HEADS, SPACED AS REQUIRED
BY MANUFACTURER AT EACH SIDE
1 1/211 = I, -oil
15"
8" X 8" X 8'-0"
CONCRETE FILLED PRE-ENG'D
CONCRETE LINTEL W/ 105 RE -BAR
8" X 8" X T-O" OPENING IN
RETAINING WALL FOR POOL
PIPE CHASE
12" DEEP X 48" WIDE
FORMED 4 POURED
CONCRETE FOOTING
«/- 0'- 0" (13A' NA.VA)
`Y FINISHED FLOOR LEVEL
- 0' .4" TO LANAI
(CONCRETE TO CONCRETE)
CONCRETE FILLED
C.M.U, "U" BLOCK
TOP COURSE
CONCRETE FILL ALL CELLS
W1 06 BARS 61 I6" O/C
5'-0" MAX, WALL HT,
W1 TWO LAYERS OF -ro- -� -o- -0-
05 BARS 0 S" O/C
EACH WAY ,-o- 0�-
RETAINING UJALL
F ICE Clk4A
1/211 - 1'-011
SLOPE 1/4" PER 12"
12
R-20 SPRAY IN FOAM INSULA
TRUSS STRAP CAST IN BEAM
5/8 DRYWALL CEILING olit,
PAINT GRADE POPLAR OR EQUAL II
CROWN MOLDING Oil
B" W X 16" D POURED CONCRETE 1II
TIE BEAM W/ 4 05 BARS GONT,-- 1
11
1/2" DRYWALL ON I" X 2" T. FURRING ON17
3/4" RIGID INSULATION (R 6) — 11
BEDROOM 04
WOOD BASE
3/4" T 4 G PLYWOOD SUB - FLOOR
GLUED 4 SCREWED ON 16" DEEP PRE-
ENGINEERED WOOD FLOOR TRUSSES
Q 192" O.C,
5/8" DRYWALL CEILING y �-
ONE PIECE
CROWN MOLDING
FRAME DOWN CEILING 8" 61
PERIMETER OF FAMILY ROOM
(24" WIDE)
TWO PIECE
CROWN MOLDING
1/2" DRYWALL ON I" X 2" P,T,—
FURRING ON 3/4" RIGID
INSULATION R-b
END WALL LEDGER: DOUBLE
2" X 12" P.T. W/ 1/2" X 8"
SLEEVE ANCHORS 69 32" O/C STAGC
WOLD LEDGER DOWN 3" FROM TOP
OF BEAM)
FAMILN' ROOM
CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA
W/ MITERED HIPS
FLAT CONCRETE TILE ROOFING ON PEEL 4 STICK MEMBRANE
ON300 FELT ON 5/8" PLYWOOD ON
PRE - ENGINEERED WOOD TRUSSES 61 24" O.C.
GALY. FLASHING ON I X 3 P.T, DRIP
ON 2" X 8" CEDAR FASCIA OVER
ON 2" X 6" SUB FASCIA
ATTACH 2" X 4" P.T. LEDGER W/
#10 X 3" LONG TAP CON SCREWS
a 32" OL,
DENSE FOAM/ FIBERGLASS
— WRAPPED OUTLOOKERS
Q 36" O.C,
SMOOTH STUCCO SOFFIT ON WIRE LATH
ATTACHED W1 1 1/2" STAPLES W/ 3/4" CROWN
— W/ T" SPACING MAX ON TYVEK 4 300 FELT
— LAP STUCCO SIDING ON 8" X 16" CONCRETE
BLOCK W/ POURED BLOCK CELLS 61 48" O.C.
MAX 4 61 ALL WINDOWS, DOORS 4 CORNERS W/
105 BAR DOWELED FROM BEAM TO BEAM
— 26 GA. GALVANIZED CAP FLASHING 4 CAP
RECEIVER W/ I" X 4" P.T. NAILER W/
STAINLESS STEEL TAP CON 010 X 2 1/2"
LONG Q 12" O.C, FLASHING ANCHOR
3 PLY BUILT - UP ROOFING OR ELASTOMERIC
ROOFING MEMBRANE ON 3/4" CDX PLYWOOD
ON PRE - ENGINEERED WOOD TRUSSES 6 24" O.C,
SLOPE 1/4" PER 12"
2" X 8" P.T. LEDGER ATTACHED TO
BEAM W/ 1/2" X 8" WEDGE ANCHORS 6! 32" O.C.
PICA TRUSS HANGER W/ 9 - IOd X 1 1/2" TO TRUSS
4 9- IOd X 1 1/2" TO PLATES I
CONCRETE FILLED PRE CAST LINTEL W/ 14115, BAR CONT,
" all W X 24" D CONCRETE TIE BEAM
W/ 6 05 BARS CONTINUOUS 4 03 TIES 9 16" O,C.
CONCRETE FILLED PRE -CAST LINTEL W/ 1 #5 BAR CONT.
E IMPACT RESISTANT FIXED GLASS TRANSOM
SURFACE APPLIED CEILING BEAMS (2) d
T 4 G FAUX PECKY CYPRESS WOOD CEILING
0 o CONCRETE FILLED PRE CAST LINTELS (2) W/ 105 BAR CONT,
STUCCO WASH 4 TRIM
„ 20" W X 18" D CONCRETE— " O
O + 3 -4 ^ AFF. FOOTING W/ 3 #5 BARS CONT,
CONCRETE FILLED U BLOCK W/
IN PALM BEACH CHAIRS
1- 05 BAR CONTINUOUS
II
NOTE;
BOTTOM OF ALL FOOTERS SHALL BE MIN.
— 5/8" SMOOTH STUCCO ON
11
12" BELOW ADJACENT GRADE
8" X 16" CONCRETE BLOCK W/
POURED BLOCK CELLS 6 48" O.C. W/
# 5 BARS DOWELED TO FOOTING 11
II
— HOOKED TO BEAM
FINISH GRADE
II
v 0' . O" FFL.
II
I" SPACE
4" CONCRETE SLAB W/ 6 X 6
20" W X 16" D CONCRETE
10/10 W.WF,
FOOTING W/ 3 05 BARS CONTINUOUS
1
— IN PALM BEACH CHAIRS
WALL IDETAIL
1/211 - 11_OII
SMOOTH STUCCO SIDING ON
B" X 16" CONCRETE BLOCK W/
POURED BLOCK CELLS Q 32" O.C,
MAX. 4 AT ALL WINDOWS, DOORS 4
CORNERS W/ 1 - 05 BAR DOWELED
TO FOOTING 4 HOOKED TO BEAM
4" CONCRETE SLAB W/ 6 X 6 10/10
W.W.M, OR FIBERMESH
3000 P,61 CONCRETE
6" STEP DOWN (CONCRETE TO CONCRETE)
W/ MUD SET SHELL STONE PAVING 6 LANAI
SLOPE SLAB
VISQUEEN VAPOR BARRIER ON
WELL -COMPACTED, POISONED SOIL
2500 PSF, SOIL BEARING
3 PLY BUILT - UP ROOFING OR ELASTOMERIC
ROOFING MEMBRANE ON 3/4" PLYWOOD ON
PRE -ENGINEERED TRUSSES
SLOPE 1/4" PER
It I
CONT, P T. WD, BLOCKING °
COPPER FLASHING
CONTINUOUS MTL CLEAT
METAL FLASHING
TILE
ING
.. FELT ON3/4"" PLYWOOD DE0T MOPPED TO CK NG Q
FLAT ROOF DETAIL
311=1'-oil m
COVERED LANAI
10
T�rFICAL SE
CTICN-
1/2' 1'-0'I
SEE ENLARGED FLAT ROOF
DETAIL ABOVE
12
�6
HIP SET GIRDER
ATTACH 2" X 4" P,T, LEDGER W/ 010 X 3"
LONG TAP CON SCREWS 6 32" OL,
12" W X 16" D POURED CONCRETE TIE BEAM
WI 6 05 BARS CONT, 4 03 TIES 9 16" O,C.
!I
II
SMOOTH STUCCO SOFFIT ON WIRE LATH I i
ATTACHED W11 1/2" STAPLES W/ 3/4" CROWN
W/ T' SPACING MAX ON TYYEK 4 30# FELT i 1
it
it
518" SMOOTH STUCCO FINISH ON
12" X 12" FORMED 4 POURED CONCRETE
COLUMN W/ 4 • Vo BARS 4 03 HOOPS
61 16" O/C VERTICAL I I
it
Ii
II
II
II
it
II
II
II
II
II
II
II
II
ZZ
II
II
II
II
II
II I
12" W X 8" D THICKENED CONCRETTE �� I
EDGE W12 05 BARS CONT.
36" X 36" X 16" D CONCRETE PAD W/� _ -
05 BARS 9 8" O.C, EACH WAY 61 COLUMN
12" DEEP X 48" WIDE
FORMED 4 POURED
CONCRETE FOOTING
W1 TWO LAYERS OF
05 BARS 61 8" 01C
EACH WAY
41/2"
HEEL
2.5"
2'-9"
VU �
0
a
o �
I�
w
!24 0" Q
BEARING 4 FASCIA HEIGHT
O"
WINDOW HEAD HEIGHT l�]N D=�
ED
59
(=
00 a
b
n�
CJ >�
Q
Q=
u.
el4'-O"
2ND FLOOR BEAM HEIGHT
c
ell'-10" Q!
BEARING HEIGHT
U-
u
el�
BEAM BOTTOM
LU Lu
.9'-o", U
Y BEAM OF SHUTTER BOX
10" WIDE X 20" DEEP ROLL DOWN Q
SHUTTER 4 INSECT SCREEN BOX LL_
PROVIDE CONCEALED SHUTTER
4 INSECT SCREEN GUIDE
PROVIDE ACCESS PANEL
TO SHUTTER BOX FROM
INSIDE LANAI Q
Q
Lu o
(s) U
0 � �
02'-8"
STUCCO TRIM SAND
42" HT. TEMPERE
GLASS RAILING Z
N• 0' - 0" (13.0' NA.V,D) t—
FINISHED FLOOR LEVEL t—
N
- O' - 411 TO LANAI
" (CONCRETE TO CONCRETE)
ti
e" X S" FORMED 4 POURED R R t l R 10 R!
h CONCRETE WALL / SLAB CAP
W/ 2 - #5 BARS CONTINUOU �( DEC 1 8
M
5 CONCR LL CELLS
5 y H/Ck M1