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NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE
CONCEPTUAL IN NATURE AND NOT INTENDED TO u
REPRESENT EXACT APPEARANCE. VIEW FROM SOUTHWEST
VIEW FROM-� NORTH
_ N
GE ERAL PROJECT YNOTES .-
DRAWING INDEX - --- - - --
THE ATTACHED DRAWINGS DESCRIBE- TBEf PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACHP
FLORIDA.
ARCHITECTURAL DRAWINGS:
THE BUILDING DESIGN AS DESCRIBED' HEPEIN 'IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING
COD:', RESIDENTIAL— 2010 EDITION (FBC), THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2009 EDITION OF THE NFPA SHEET C= COVER
101 LIFE SAFETY CODE, THE 2010 FLOR - Fmm�
-IDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF SHEET 1 .0= EXISTING SURVEY AND SITE PLANS ews^
ATLANTIC BEACH, FLORIDA. ALL - REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED SHEET 1 .1 = STORMWATER RETENTION PLAN
THROUGHOUT THE CONSTRUCTION PROCESS.
SHEET 2= FIRST FLOOR PLANS
ZONING INFORMATION: SHEET 3= SECOND FLOOR PLANS
SHEET 4= FOUNDATION PLANS
THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED ON EIGHTH STREET ON LOT 25, BLOCK 9, SHEET 5= ROOF PLANS
ATLANTIC BEACH SUBDIVISION "A", AS RECORDED IN PLAT BOOK 59 '. PAGE 69,, OF THE CURRENT PUBLIC RECORDS OF DUVAL SHEET 6= BUILDING ELEVATIONS
COUNTY, FLORIDA. SHEET 7= BUILDING ELEVATIONS
SHEET 8= BUILDING SECTIONS
THE PROPERTY IS ZONED 99RS-11'. A SINGLE BUILDING IS TO BE CONSTRUCTED ON THE PROPERTY. SITE DEVELOPMENT MAY SHEET 9= BUILDING SECTIONS
INCLUDE A SMALL SWIMMING POOL. THE BUILDING HEIGHT IS TO BE APPROXIMATELY 311-61' ABOVE FINISHED GRADE. SHEET 10= BUILDING SECTIONS
ALL SETBACK REQUIREMENTS ARE TO BE MET OR EXCEEDED. SHEET 11 = BUILDING SECTIONS AND DETAILS
THE EXISTING SITE IS VACANT AND CLEARED. EXISTING TREES WILL BE RETAINED AS POSSIBLE AND PROTECTED THROUGHOUT SHEET 12= WALL SECTIONS AND DETAILS
SHEET 14= PERSPECTIVE VIEWS
CON11'30TRUCTION WITH WOODEN �,GUARDS SPACED MINIMUM 5p FROM THE TREE.
THE TOTAL SITE AREA OF 6v5�0 SF WILL 13� COVERED BY 2,721 SF OF IMPERVIOUS AREA TO ACHIEVE 41 .9% COVERAGE. EXISTING SHEET 15= SCHEDULES
DRA114AGE PATTERNS WILL BEYMAINTAINED EX,CEPT THAT NEW SWALES WILL BE CREATED AROUND THE BUILDING TO DIRECT STORM SHEET 16= ELECTRICAL PLANS
WATER TO DEPRESSIONS FOR TEMPORARY RETENTION AND PERCOLATION INTO SANDY SOILS.
BUILDING INFORMATION:
THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3.
THE PROPOSED CONSTRUCTION TYPE IS H�',RE CONSIDERED TYPE V—B OVER TWO STORIES.
THE BUILDING STRUCTURE WILL GENERALLYii],CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL WOOD
ROOF' FRAMING OVER 2X6 wbOD, STUD COVER
WALLS SUPPORTING WOOD FLOOR TRUSSES. ALL STRUCTURE WILL BE SUPPORTED BY A
If
CONCRETE SLAB POURED OVER FILL BETWEEN PERIMETER CMU STEM WALLS OVER A REINFORCED CONCRETE FOUNDATION SYSTEM.
SEE STRUCTURAL ENGINEERING DRAWINGS 'FOR STRUCTURAL DETAIL.
THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHOUT STORM PROTECTION FOR WALL OPENINGS. SEE
STRUCTURAL DRAWINGS FOR WINDOW PRESSURE DETAIL.
BUILDING AREA TABULATIONS:
PROPOSED CONDITIONED AREA:
FIRST FLOOR 1527 GSF
SECOND FLOOR 1800 GSF 05-15-15
TOTAL 3327 GSF
ADDII.IONAL ENCLOSED AREA AT GARAGE:
FIRST FLOOR 394 GSF
JAVIES -Ti REE'lil
ADDRIONAL COVERED PORCH: RCHITECT
R700 10382
FIRST FLOOR 280 GSF
TOTAL COVERED AREA= 4001 GSF
0IN
00 J:L4
50'-0" 01
10 00
46'-0" 2,-0
U (5)
W �,o
PROPERTY LINE
SITE IS CONSIDERED TO HAVE C) 'Cl Comp. By: JWD
MINIMAL SLOPE TO STREET. C,0 +
Date: 412912015
SOUTH END HERE CONSIDERED U 04�
12" HIGHER THAN NORTH END tip
W4
OR 10.4' '*A\L� z
10 1 \*6"\\��\ \ \ \ , Z
�0 rq
L+ U
A A Public 'Works Depaftnwnt U
4- �4 W r--
�-4 E-1 = r-�
+6 City of Atlantic Beach Cn ,t
5P-O" Permit No: ?I?M a) P4 W N
4
-U) -00 Address: ITHSIREE11 HOUSE- 0
0
POOL Reauired Storacie Volume W
Critefla: z
X Section 24-66 of the City of Atlantic Beachs Zoning, Subdivsion, and Land Development Regulations
16'-6" —\;�- requires that the difference between the pre- and postdevelopm ent volume of stormwawler runoff be
stored on site. Volume of Runoff is defined as follows:
V = CAR/12
Where: V =V olum e of Runoff
C = Coefficient of Runoff
A =Area of lot in square feet
"0
1 - R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
5,-0"
Lot Area(A) fl?
LIVING Runoff Coefficient
DEN Area Lot Area
1 2 MCNI
Description (ft III (fe) WVtd "C
ri
Impervious 0 62500 1.00 0.00
Pervious 61500 61500 0.20 0.20
Runoff Coefficient(C) 0.20
SHALLOW SWALE B SHALLOW SWALE Runoff Volume
AT SIDE YARD DINING AT SIDE YARD V = 0.20 x 60500 x 9.3 12
TO RETAIN AND TO CONVEY WATER
CONVEY WATER o TOWARDS STREET V = 19008 fl?
TOWARDS STREET N 1.Coil�dl
�Sl 11 3i 1 R1103
KITCHEN Postdoveloipment Runoff Volume:
E.J F
Lot Area(A) t000 fe
STAIR
C) Runoff Coefficient
_6 IRN�4DE ANI RY Area Lot Area
"I . k LAUNDRY 2 eaCn sac go
C�ATH n - - I Description (ft (fe) Wtd
Ld Impervious 2172-1 69500 1.00 OA2 Change in impervious
CLOSEri z Pervious 3 6,5500 0.20 0.12 from application.
.1779
I-0[
U
L Runoff Coefficient(C) .53 10-0
0
BEDROOM 1 7 It Runoff Volume
V O.S3 x 61500 x 9.3 1 12
V
29695 fe
+ FOYER GARAGE
Reguired Storaue Volu
DV = Postdevelopment Runoff V61ume - Predevelopment Runoff Volume
DV = 24"S 13008
L
DV =
z
n k.
SHUTTERED
P E PORCH
=6
00
Co,m p. By: D
V)3== TL C Date: 412912015
__j
C>, ±O --I
19K f LU
C)
-I
Public Works Departmnt
FI[I City Of Atlantic 840C h S
C)
Permit Now. "????
E W
—6\ Address, ITHS1111111111111511'HOUSE
C> C> C)
6 10 -CD
C-4 C14 Provided Storaae: N
W E
Elevation Area Storage
10
(ft) (fe) (fe) 41 80 16'
9.9 227 0 BOTTOM need to confirm elevation
116.4 635 216 TOB
Elevation Area Storage
(ft) (fe) (fe)
S-O"I 101-61P WS-0"01 PROPERTY LI E 0 0 BOTTOM
11 16'-6" 1 j 348 70 TOB
ELEVATION AT CORNER IS 9.4'NGVD I Elevation Area Storage STORMWATER
ON THIS PLAN STREET ELEVATION AT CORNER (1114 (fe) (fe)
0.9 110 0 BOTTOM RETENTION
9.4 4H 135 TOB PLAN
STORM WATER STORAGE: LEGEND: Inground #afage=A*d*pf
AT SWALES: [77] SWALE AREA P*-. Are 1412.0
A=:216 C U FT d.- depth to ESHwr-- 3.0
B=: 70 CU FT pf r. pore factor = 0.3
C=- 136 CU FT Inground Storage= 1270.8 fl?
IN GROUND PER COAB EXCEL SHEET:
1270 CU FF 3
Required Treatment Volume= 11687 ft 05-15-15
TOTAL: 1691 CU FT= MORE THAN 1687 CU FT Supplied Treatment Volume= 15691 fj3
REQUIRED
1XMIES W DUPREE III
ARQHITECT
POST—DE"VE 0 SITE PL QUI STO ATER AR-0910382
WITH D AGE A OWS STO GE CALCULATION
35'-0"
I $-On $-ON
3 1 6 1 16-on 00
00
4 C)
4'-7j" �D
CONCRETE st
STOOP
AND
STEPS
IL S-7j" S-2" S-2" 2- 4'-�' S-4- S-4- 30-41f
10 11 12 104 16
13 103
:4
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........................
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9
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EMERGENCY
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REF TO 36m AFF OVENS
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.........
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dw�, QATW i I n n09 In H 41-5"
7 cr, to
co...................................................... 30-4" 2 E
07
5
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R dD'-/S E L T NICHE m-�RYEI
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OR
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00
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(L3) 3016ETE
DRYER EXHAUST MAY PK
t
................. BEDROOM I
4 STOOP THROUGH CLOSET AS co:
AND THICKENED SHELF 22
-lip lot
11 21-Ow 4--
...........
00
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FOYER
00
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...............
EMERGEN 23
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ESCAPE 3
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02 112
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24 -9"
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2 -6 V-0 31
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...........................
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5 . .....
Lu PORC H
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........................ a FIRST FLOOR
r
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......................
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31 9 3-8" PLANS
ro
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.......................... 0*4
10
......................
BAHAMA iAMA a
V) d— .....r—
SHUTTER DVER
SHUTTER OVER
---- ------ ---
D
T NOTE: kLL WALLS ARE COMPOSED OF CD
r-:R = T FF=] on -1 r--
NOOD STUDS 0 16" CENTERS. 0 1-2m 4 0'-21 4'-1 g'-2'a 1 41-9" J'-2- C>
d = t d tt HA'CHED WALLS ARE 2X6 STUDS.
4EU L-� UNHA-CHED WALLS ARE 2X4 STUDS.
STE
IT 'CIO
12X12 TIMBER OR
HARDIE SHEETS OVER FF 05-15-15
PLYWOOD OVER PT FRAMING ltn4
_0 Er cr 1'-4-[ 4--7 Ll'-4-1, 4'-8" 41-711
2 I-Ox
JAME., :�U,-13
35'-0" V-11TE"'
FIRST FLOOR PLAN FIRST FLOOR DIMENSION PLAN
<8> <8> 102 (131 -<8
17 >
F-
18>
50'-0"
lu cr�
0009 00
..... ... . .............. .......................
m .......................... PROPERTY LINE
00
u 0
0
CA
L
Z L 9
N CiV 11.1-.6-&-.-J,
t:0 :,"d
�D P4
N c:l�ll vu XW 0
.0
xv f
N %,-
. ...............
u
N081 CD 6' HIGH WOODEN PRIVACY FENCE
z
z
u u
A u
5'-0 14'-0"
.MAP SHOWNG :SURVEY OF
LOT 25, -BLOCK 9, ATLANTIC BEACH SUBDIVISION fA's �D
AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE
POOL SURROUND
CURRENT: PUBLIC RECORDS OF DUVAL COUNTY,
L0
FLORIDA. X 45 SF
POOL
POOL
�4
BENCHMARK: EIGHTH. STREET
A NAIL IN A WOOD POWER 777777=�]
7777,
PME AT TliE NORTHEAST 40' RIGHT OF WAY L\
PROPERTY CORNER.
a. X\.fA"n.ON 1 M 30 (N.G.Va. PAVED PUBLIC ROAD 35'-0
6'-0
CD
7 7
_0
':�—ENfffR-L7Nff b!7-R6AD 00 r
ED�',E OF PAVEMENT
(50-00- FIELD)
50-00 .600.00"
FOUND 1/�o
B
PIPE, NO CAP
A FOUND.1".IRON
PIPE. NO CAP
-off
10 5l-0"
—.x ONLINE
Lfj
0
0
LOT 25
LOT 25:
6' HIGI WOODEN PRIVACY FENCE
51-9$1 1,21-8q p
4 Oil
1777 w co --------
I H z
C14-
9b CD 27 SF I
o: I PADS In
0 el CD
C:) LOT 25 fe)cn m
CD 00
VACANT cn re) I
ci C4 > r -
L)WNbQY
Q 1.0 20 4U
. I cp (A I A _u I
T- > 0 -0
z�,AL.t: V ZU.
it w
0
LJ 0 z
G-) 0
LLI ......
0. >
LJ
E
E
0 >
>
F Y R 6' HIGF WOODEN PRIVACY FENCE F
W 3' GATE
ITH
X
_0"
2
0.3'
SET 1/2- IRON
PIPE, CAP No. SET 1/2' IRON
PIPE, CAP No.
c
b D LB3672
_X_ 6' HIGH WOODEN PRIVACY FENCE
_X A U L) u u
0.8, 1 0.7' 5' D WITH 3' GATE
50-i'00 X#c
LOT.25
LOT 25 LOT 25
jf3
3
t
or
u-j c4 H=
0 8
m
NOTES:
C)
1. THIS I.S A BOUNDARY SURVEY 00 38
2. NORTH IS PROTRAC TED FROM PLAT.
3. INTERIOR, ANGLES ARE AS ..FOLLOWS:
'59
A. 89* '53" F771 177_1
n
B. 89'59'5 x
C. goi,01,38!
s
27 SIF I IALK
D. -89:*58'36
C>
4. NO 9U.ILDING. RESTRICTION :LINES PER PLAT. S—011 —0 k
5. BENCHMARK USED IS A :NAIL IN. A WOOD. POWER POLE AT
THE NORTHEAST PROPERTY CORNER, ELEVATION-10,30
E
THE PROPERTY SHOWN �HEREON APPEARS TO LIE
THIS SURVEY WAS MADE FOR THE BENEFIT OF 7 3
05
N
.IN FLOOD ZONE "X` (AREA OUTSIDE THE 0-:21% PHILLIPS BUILDERS.
ANNUAL CHANCE FLOOD-PLAIN) AS WELL As CAN
*:'3�. W 0. N
BE DETERMINED FROM THE FLOOD INSURANCE
E MAP No. 12031C0409H, REVISED JUNE 31 1 v N n:
RAT L .....
d,
41 89 16
2013 FOR DUVAL COUNTY, FLORIDA. V�,O, 0 N.
"NOT VALID WITHOUT THE S.GNATURE AND THE
S IIEPNEN W. CREWS N L ON cl i
P S.Mi. PROPERTY LINE
,ORIGINAL RAISE0 SEAL OF A-FLORIDA LICENSED ......
i FLOIRIDA U.C. SURVEYOR: and MAPPER No. LS: 5996
.SURVEYOR AND MAPPER.'
FLORIDA LIC. SURVEYING MAPPING BUSI-NESS No. LB 3672.1
<Xk
Affi
CONCRETE APRON
CHECKED BY. DATE;
Lk
BOATWRIGHT LAND SURVEYOR.St Nce APRIL 27, 2015
DRAWN BY.' . C L 16'-0"
2015-438 1500 DRIVEs JACKSONVIILLE BEACK FLORIDA 241-8550 SHM OF
FIM . ............
SURVEY AND
SITE PLAN
TOTAL SITE AREA: 6500 SF
Ac
.4
IMPERVIOUS SITE AREA:
e MAIN HOUSE FOOTPRINT 2270 SF
. . .......... INCLUDING PORCH STEPS
FRONT DRIVE SURROUND 160 SF
FRONT WALK 27 SF
IF
TURF BLOCK DRIVE INFILL 384 SF/2=192 SF
wl
POOL SURROUND 45 SF
HVAC AND POOL EQUIPMENT PADS 27 SF
TOTAL 2721 SF 41.9% OF TOTAL SITE
05-15-15
fl-I ..... A I.- -J. fl, A Ki I 1"ll 1 VAq-l'l
SURVEY SITE PLAN OVER IMPERVIOUS AREA
CJ'R -E 11:
ROTATED SURVEY WITH DIMENSIONS
X\\N NX
0,0
00
U
4 35'-0"
0 �D
ig'-o" 16'-0" U�
.01 1 U
.............................. ..................... .......................................................................................................................................................................................................p........
'oe 21-8" f S-2 71-4" 3'-2* 21-8"
U U
U F-1
1--�
36 37 3 1
3
1
W-ft——— -
o
40
35 MASTER
ROOF BELOW r 2'-8"
BEDROOM 41
34 VAULTEI I CEILING EMERGENCY
ESCAPE 00
......................................................................
WINDOW
CHIMNEY -----------------------
F
10
------------
An
C:�
71-0" 3
38
............................. .............
...................... ................................................ 42 4:11,
F
LINEN on
SHELVES
U
44
If
34 36"
6
MASTER 1 51' 7"
33 foASTER 45 PCD Nll
r
CLOSET co lut-)
BATH 1 0
U-) -I I I
%41 210-on r4*)
L
32 303 \1 a min min a 0 a a I% Li -6"
i TUB 46 7.-
3
9 1 )"=7'-d
co Lo
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36" AFF 1 OF 07- 9/12-46'-15/16" U
8 10- CD
A-&U
< /2\ STAI HVAC 47 10 -r-) 10
9 Diu aim a
1 1 9 F01
SHOWER BENCH 10-6"
I=xx -C-4
018"
I U
co
AFF
1OR07--9/ 2-=:6'-15/16
C)
U
31 A- 1(Do '
co
N BENCH 0 1 8"AFF F
---------------------- -04 0
AFF............................. ...................................................... rn
c"
7 SHOWER
22 1 CLOSET
------I L 71-21"
8'4" CLNG SCID
S-1 1
co
............................... BAT
65 8
s son
C
30 -7777
LINE47DRAIN
ao
-7/
STU DY IF77 3'-1 4- 51-811 3'-7
64
28 49
6
TIC SKUTTLE
Al
.:............................................................................
63 BETWEEN TRUSSES
IX
3 11 JJL
C4
00
NICHE WITH TV
C-4
SHELVES co
C"
CLOSET 114
IN
TH 21 BEDR00M 3 1 -0"
12
LINEN 24 )'o" Cult, TWIG& 3
P7
ELVES
32 ...................
)6,, 50
0-
CLOSE EMERGENCY s
SHOWER M
in Of -", 1 40 ESCAPE
0
/AM +
LU WINDOW
E w
ZZ,
36" AFF 39 29-8" 5R-4" 51-4" 2'-8
BENC
V3 31-6" 31-7"
N
r
60
C"
2#-0"
EMER%?ENCY
E 3CAPE
2' 4' 8
NDOW
54
RO(F BELOW
x
BEDROOM 2
5 VAULTED CEILING
SECOND
..............
.......................... .........................................
FLOORPLANS
5
59
.4
CD
.. ......... IN
..........
8 6
NOTE' ALL ARE COMPOSED OF
WOOD SlUf 0 160 CENTERS.
.......... .........
HATCHED Wi ARE 2X6 STUDS.
TREL JS BELOW
UNHATCHED WLS ME 2X4 MUDS. 31-3" 39-3"
- 61-3" 61-3"
05-15-15
.......... .........
19'-0
IL---------------- -------------
�--f Lf 6*41 6'-3"
lg,-O" 16'-0"
10, 35'-0" F Y'' D:;PR�'F- M
A -Cl 0
i"
SECOND FLOOR PLAN SECOND FLOOR DIMENSION PLAN
<3>7 34 <3
L
oloo�\'A
VWZ04 w4mm
35'-0" 00
6$—on 16$—ON 0
13 m 00
C>
. ...... ....... .......
....... ...... ....... ...... .......
PT
. ....... ...... ......
z
Z
u
U
...... ....... ....... .......
u
.. ....... ....... .......
. ....... ...... ...... It
. . ...... .......
—4
..... ....... ...... ...... ..... ...... ....... ..... .. ... ..
.. ...... ....... ...... ....... ...... ....... ....... ....... ....... ....... ....... ...... ..... ...... ...... ...... --- ...... ....... ------ ....... ...... ....... ......
.. ...... ....... ....... ....... ... ....... ...... ....... ....... ...... ....... ....... ...... ...... .... ....... ...... ....... ...
. ....... ....... ....... ....... ...... ....... .... ...... ....... .... ...... ....... ....... ....... ...... ....... ....... .......
.... ...... --- ...... ---- . ...... .... .. ---- -------
CZA
10
CN
0
... .......
L ....... ....... .......
..............................
L
6
co
u
. ....... ...... .......
.... ....... ....... .....
to
C) '64
LO
toF. ..... ,"" ...... ....... ...... .......
.. ....... ....... ....... ....... ... ......
.....................
.... ...... ...... ...... ....... ....
.. ....... ....... ....... .......
po
------------ ....... ---
-c6L
.... ..... C41
7'-2j" 5'-7j" ..... ....... .... ...... .......
... ....... ....... ...
.... ....... ...... ....... ....... ......--1 :. ...... ....... ...... ....... .....
5'-9"
STEP LOCATION MAY BE WOOD OR CONCRETE
STEPS THIS LOCATION AY BE WOOD OR CONCRETE
CD
SEE SHEET 1
SEE SHEET 1
cq
00
---- ---- ------- ----- ------- ------
C*4
E
-- ----- -------
....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ..... ...... ....... ....... ...... ....... ........ ........ ........ ...... ....... .......
*c.
....... ...... ....... ...... ....... ....... ...... ...... .. ...... ....... ...... ....... ...... ...... .... ....... ...... ....... ...... ....... ......
....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... ....... . .. .......
21-
49
.... ...... ...
. ....... .......
....... ...
L
V-8
.. ...... ....... ...... ......... ....... ....... ............ ...... ... ... ....... ............. ...... ....... ...
...... ....... ....... ......... ...... ....... ....... ..... ...... ... ....... ............. ....... .......
FOUNDATION
.... ....... ....... ...
PLAN
—8"
9 0 3)
'01
....... ....... ....... ....... ....... ....... ............... ....... ....... ....... ....... ....... ....... ....... .......... ..... ....... .......
....... ....... ....... ....... ....... ....... ............... ...... ...... ....... ...... ........ ...... ........
... ....... ...... ....... ...... ....... ....... .......... ....... ....... ....... ...... ... ....... ....I....... ....... ...... ....... ...... ....... ......
... .......
....... ....... ....... ....... ...... ...... ...... ........
---- ------- ...... ...... ..... .....
.. ...... ....... .. ....... ....... .......
..... .......
.. ....... ....... .. ...... ....... ....
c:)
6"
—15-15
. ..... .... 05
. ....... ...... ......
. ..... ....... .......
L ..... ........
-3L4....... ......
.1 1-4"[ 4'-7" 41-8" 11-4" 40-7" 410
1 17
A!.;.
DUPREE' 11:
AR"Hi"E'I
35'-0"
qr
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EEPSS
6
2'—
iu
35'-0
00 M
Fl 00
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u
u
It
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o
c-A
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LL-
LL-
F-
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0/0
A,/7z 9/12 SLOPE 9/12 SLOPE
9/12 SLOP
E 9/12 SLOPE 7' SCISSOR WITH
SCISSOR WITH
SCISSOR WITH SCISSOR WITH
VAULT BELOW VAULT BELOW
VAULT BELOW VAULT BELN Q-
A
o
X A CR-4
A
A
.......................
10
0 X, C%4 ui
X,
LLJ
X,
X C)
cl*4
X //7
b
ui
n
70'r IN
N
Lo
SCUTI'LE FOR ATTIC ACCESS SCUTRE FOR ATTIC ACCE 3S
L ui
uj
...........
C14 u
9/12 SLOPE
9/12 SLOPE�- I
9/12 SLOPE ,9/12 SLOPE� ----j 0)
u
CD
2.5/12 SLOPE
2.5/12 SLOPE
-4ni
4- PROBABLE LOCATION OF '17 1
PROBABLE LOCATION OF AIR HANDLER AT ATTIC-,-- .............................
AIR HANDLER AT TIC 9/12 SLOPE --N9 12 SLOPE� L 77 11
9/12 SLOPE 12 SLO
F -71 a-
1\44 0
i Al i"
...........
c)
zzz
00
I lK
1%,
NOTE:
NOTE: PROVIDE OPEN AREA AT ui
ui 0-
PROVIDE OPEN AREA AT CENTRAL ZONE OFTRUSSES 0
CENTRAL ZONE OF TRUSSES AND BOTTOM CHORD LOADING DECO E ALUM NUM INIAL
AND BOTTOM CHORD LOADING DECORATIVE ALUMINUM FINIAL FOR ATTIC STORAGE CAPABILITY SUCH *THE Q PTIVA BY COPPERCRAFT
UCH AS "ME CAPTIVA" BY COPPERCRAFT
FOR ATTIC STORAGE CAPABILITY WHERE PRACTICAL.
ATTACHE TO TOF OF OF.
WHERE PRACTICAL. HED TO TOP OF ROOF. SEE EL VATIONS.
EE ELEVATIONS. 0)
cy)
777-7
ui C.-D,
—k< I
ui
C14
C-4
z z z oz/
0 z z
d of A.,
0
0
29 8 9
U)
LL-
cr-
Ld
-4 >
0
LLJ
Ld
a_
0
U) 9/12 SLOPE 9/12 SLOPE ROOF
9/12 SLOPE 9/12 SLOPE
SCISSOR WITH
clq CD
T- .1 SCISSOR WITH u') -04 PLANS
SCISSOR WITH SCISSOR WITF
--37ul) VAULT BELOW VAULT BELOW
VAULT BELOW VAULT BELOW
Q
CL
AT
DECORATIVE ALUMINUM FINIAL
DECORATIVE ALUMINUM FINIAL SUCH AS 'THE CAPTIVAN BY COPPERCRAFT
SUCH AS "THE CAPTIVA" BY COPPERCRAFr ATTACHED TO TOP OF ROOF. 9-0
ATTACHED TO TOP OF ROOF. SEE ELEvAnONS.
SEE ELEVATIONS. 05-15-15
mmJ 6m 1 91—on 16'-0"
q
F'REE' W
3
ri
r1l,
7.
T
f4t�t
00
--111 00
c
METAL CAP WITH SPARK ARRESTOR
TO BE SELECTED AS COMPAnBLE WITH FIREPLACE FLUE
DECORATIVE ALUMINUM FINIAL
01�
DECORATIVE ALUMINUM FINIAL PT
WITH 1 X4 TRIM AT CORNERS TOP r ,
HARDIE SHEET SIDING TO EXTEND UP CHIMNEY CN STANDING SEAM GALVALUME METAL ROOF
-7112%kr
�D
EDGE BATTEN HERE 2X KILN DRIED PT WOOD
FLARED OUT WITH ARC CUT TO MEET END OF 12
0
FACE TRIM BELOW OUTLOOKERS TYPICAL AT WLES 9 F-4 (:7�
C-1
S-2" Olin
12
1 0 Nil lul
.......... ..........
(D CD 0 (9) (9)
C CEMENTITIOUS SHEET SIDING
p IF
WITH 2X4 BATTENS AT CORNERS
CEMENTITIOUS SHEET SIDING
WITH 1 X4 BATTENS OVER VERTICAL JOINTS DECORATIVE WOOD OR COMPOSITE SHUTTERS
HARDIE OR AZEK TRIM WITH CAP FLASHING r------------- r---------------I
I ==rFT
FIXED SHUTTERS AT TRANSOM,---- STANDING SEAM GALVALUME METAL ROOF
OPERABLE BAHAMA SHUTTERS WALL SCONCES
-0—
STONE FLOOR AND EDGING CEMENTITIOUS SHEET SIDING
-11� WITH 2X4 BATTENS AT CORNERS
PAINTED STUCCO OVER CMU I
C" "--��KILN�DRIE�DPAI�NTED
I u
STUCCO COVERED CMU
STONE COVERED FORMED CONCRETE STEPS. u
STUCCO COVERED CMU STEPPED OUT TO CREATE PIER BASES DECORNTIVE SOLID WOOD DOOR MAX 3 RISERS AND NO RAILING
SOUTH ELEVATION
PITCH CHANGE AT METAL ROOF 0. 10$-on
10
00
12 2
EDGE BATTEN HEI ZE 2X KILN DRIED PT WOOD
FLARED OUT WIT[ ARC CUT TO MEET END OF
-ow
FACE TRIM BELOW OUTLOOKERS TYPICAL AT GABLES
12
M
HEADER TRI
ONE PI
............ ........... ............ ...... ....... ............................. .......................................... ...... ..........................
LL===j
I I E!:� L---j
29 41
112
12
CD
--- ...........------
BUILDING
d td
TIONS
QD QD (D 0
WOOD BRACKETS HOLDING WOOD 4X8
-on
-on
-0"
4'-0" 4'-0
-on -on $-on
4' 4'-Om 4 41-0" 4 4 4 4 4'-0'
L
TWO S'EP HORIZONTAL TRIM BANDS WITH TOP FLASHING
PROVI)ING A BREAK BETWEEN VERTICAL SIDING PANELS
C�NCRIETE STEPS 05-15-15
�GMDfE
TWO PIECE TRIM BAND WITH TOP FLASHING AT BASE OF SIDING
'JA-kei:- DUPREE' 11:
WEST ELEVATION AR...00*1*0382
00 j:Lj
cn I
0 m 00
u 0 1
0 w t� 10
STANDING SEAM GALVALUME METAL ROOF
CEMENTITIOUS VERTICAL SHEET SIDING
WITH 1X BATTENS AT CORNERS
ROOF EXTENDED TO WRAP CHIMNEY
AND ALLOW TRANSITION TO
NARROW WIDTH AT TOP
I LL ji I LL---,
STANDING SEAM GALVALUME METAL ROOF
0
4'-0" 4'-0 41—On 4'-0
12 10,
DECORATIVE CORBEL BLOCKS
OPERABLE BAHAMA SHUTTERS
IL
L I
CONCRETE STEPS
—0 —0"
4'-0" 4'-0" 41-0" 1 4 4
u
STUCCO COVERED CMU STEPPED OUT TO CREATE BASE TO FIREPLACE
EAST ELEVATION
STANDING SEAM GALVALUME METAL ROOF
00
EDGE BATTEN HERE 2X KILN DRIED PT WOOD
FLARED OUT WITH ARC CUT TO MEET END OF
FACE TRIM BELOW OUTLOOKERS TYPICAL AT GABLES
12
...........................
CEMENTITIOUS
SHEET SIDING AT CHIMNEY
...........................
STANDING SEAM GALVALLIME METAL ROOF
3—8" 31-8"
ol
17
m BUILDING
ELEVATIONS
WOOD BRACK--T
CONCRETE <ITEPS TO REAR PATIO 05-15-15
WOOD BRACKET
V. t
NORTH ELEVATION U-�-',R E:-*' 11:
ARCUTE"!
Or" 0 3 -2
CA
00
0 It
12 12
9
12 Z
W w Z
uw F-4 u
w CA
r
VAULTED CEILING AT CONVENTIONALLY FRAMED ROOF z
MAXIMIZE SPACE AT CEILING
C)
12 12
4
C-4
PAINTED 5/8- TYPE Y'
GYPSUM BOARD CEILING AT GARAGE
OPTIONAL' CA
RECESS TV AT WALL
OVER FIREPLACE
IL —i I
-C:> PAINTED 1/2- GYPSUM BOARD AT WALLS
PAINTED CMU AT INTERIOR BASE -co
....... ................. .. .................................... .................. .......... .................... ................................... .......... .. ............................................... .................................................
r
6
C-4
------------------------------
u
BUILDING SECTION
u
VAULTED CEILING AT SCISSOR TRUSS VAULTED CEILING AT SCISSOR TRUSS
00
--------------- ----------------------
12
............................. .......................� ........................................../.......................... ........ ............................................................ .................................. ........................... BEADED SOFFIT PANELS ABOVE OUTLOOKERS
F11 s
E w
CD woo)
1
-cn N
III JIL---i I
BOLT TRELLIS BEAM TO BLOCKING I-T ti 12 29 49 8 9
AT TRIMMED PIERS
IA ------- ------ -------------------------------------------------- ------------------------------------ ---------------- -------- 4
------------70,
C-4
.01 1
r -;2f
31
ALUMINUM OR COPPER
CAP FLASHING WOOD V—JOINT CEIJNG �-�4X8 K'ILN DRIED PT BEAM BUILDING
FRONT POSTS ARE SOLID 12XI2 11MBER M CEMENTITIOUS SIDING WOOD BRACKET COMPOSED OF KILN DRIED PT 4X'S
CONSIDER PT PINE OR BALD CYPRESS. WITH BATIFENS SECTIONS
OR WOOD PANELIN!�,
AS DESIRED
IF CYPRESS IS CHOSEN, ALL OF FRONT c>
ENTRY TRELLIS COULD BE CYPRESS -c:o Poo
AND STAINED OR PAINTED. -
-J. 00
-1 -00
co
to
1
MATCHING WOOD BASE TRIM
STONE CAP I T
12C14
STUCCO OVER CMU
CD
05-15-15
STONE FA CING
SURROUN)ING ISOKERN
FIREPLACE
BUILDING SECTION i4eliE W DUF'RE�-' 11:
2 E
AR...OCH
00
M 00
0
p
-------------- r--
000
o
--------------------------------------------------------
---------------
-----------------------------
12 Ll SHUTTER AT TRANSOM
OPEN WOOD TRELLIS
OPTIONAL: TRANSOM WINDOW
CEMENTITIOUS SIDING
RECESS IV AT WALL
BEAM TRIM ------OR WOOD PANELING AS DESIRED
OVER FIREPLACE
CURVED SHELF AT BASE OF NICHE
WOODDOOR
CONSIDER BOWL AND RECIRCULATING
PUMP FOR WALL FOUNTAIN
.................. ............... ................................ .................................... ..... ............................................ .........
BENCH
BENCH
......... .............
.. ......................................................... ......... . ............................................
BENCI
---------------- ----------------------------------- ------------------------------- STONE COVERED CONCRETE STEPS
---------------------------- -------------
u
3 BUILDING SECTION
u
B
12
VAULTED CEILING AT SCISSOR TRUSS VAULTED CEILING AT SCISSOR TRUSS
------------- ------------- ------------- --------- -------
--------------------------
00
12
.............................................................................I
... ............................................................................ .......... ................ ...................... .......................... .......... ................................................................. ..........
------------- -----------------------
s
CD
WOOD STAIRS WITH 29 4' 89
WOOD PICKET RAILS
---- --------- ---------
C*4
CEMENTITIOUS SIDING BUILT IN SIDEBOARD OR
01 WOOD PANELING AS DESIRED LEFT OPEN FOR FURNITURE
BUILDING
SECTIONS
11 R IL JL��j JL=�-j
----------------------------
----------------
05-15-15
BUILDING SECTION JA-!v!E"S W M"REE* 11:
4
A Hi"ECT
03`3
00
�� '--q " m oc)
u
c)
PROVIDE STORAGE AREA AT HIGH ATTIC TYPICAL. u
FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING
12 12
TO HAVE THERMAL BARRIER PER FBC.
9 9
U
12
L L 9
now-----------
- ---------------------
.......................
---------------
ell"
IT
-iq I T
3t
cq
RECESS AT WALL FOR STORAGE,
MAYBE SHELVES AS DESIRED. CD
EATE SHELF BY ENCAPSULATING
DRYER VENT ROUTED
TO EXTERIOR WALL 10
C)
-00
............................ .... ......................
----—-------------- ---------
C:> u
............
6 BUILDING SECTION u
8 BUILDING SECTION
-----------------
12 IV' 12 12 12
VAULTED CEILING AT SCISSOR TRUSS 9
FLAT SOFFIT AT TRUSS
PROVIDE lX2 RIBS 0)
ALIGNING WITH OUTLOOKERS
2.5
4.5 ---------------------
12 00
magimillim Evans" MENNEW
PENDANT
LIGHT FIXTURE
c
26
cn -c" I co
-cn -I
L i LLLL====Jfl L i I 1 00
------------------------------ -------------- ---------- N
--------------------
CEMENTITIOUS SIDING
OR WOOD PANELING AS DESIRED
-------------------------------
Go
C:) -cD
co BUILDING
..... SECTIONS
LL-=
.............................
cn CD lcl::,
-------------------
BUILDING SECTION 5 ]BUILDING SECTION BUILDING SECTION 05-15-15
W DUPREE' 111
AR("Hil"i"T
R' -0 0)"0 3 8 2
00 1.4" 6 2'-7j" u
0
'�-o
NOTCH FOR STRENGTH N CIA
12 12 4" 20-0" 01�6
01 u
9 :00,
%
m 2 2 4
VAULTED COUNG w THESE ARE SUGGESTED SHUTTER DETAILS AND u-xm Z
DIMENSIONS AS REPRESENTED ON THE ENCLOSED
ARCHITECTURAL ELEVATIONS. ACTUAL DETAILS AND
u c
DIMENSIONS MAY VARY DUE TO FIELD CONDITIONS, r-
MANUFACTURER RECOMMENDATIONS OR COMMON '10000
PRACTICE.
Ilk
4.5
g
12 00 P-4
SHUTTER ELEVATIONS �� N
CN
1 2
ALL MEMBERS 3-1/2" THICK
KILN DRIED PT PINE OR NO.1 CYPRESS
A
4000
VAULTED COUNG 01
BRACKET PROFILE 4000
000
:00,
400 cl%41
400,
00 00 40000
TYPICAL -I -I 1 4000,
iLL===jlj -4- Ln
511-
TYPICAL 4
c:) 4
000
-------------------- ------------------- - -------------------
10
10 .4 10 .4 u
1 —8" 1011 �11 1 1-0))
10 .0 .0 10 1
BUILDING SECTION
10 u
%
%
1 1-2)1 2 1-0 l -2 of 1 1—4 11
21-41
.1
qL 2
1 I-oll
0
8
0C
I-011 I—of) 1 91
—011 91
2 2 2 —0 2 l'-0
6 2
91
92
71-211 2
6 1 00,
(�2
29 41
FRONT TRELLIS
ELEVATION DETAIL
BUILDING
SECTIONS
AND DETAILS
------------
BUILDING SECTION
-15-15
05
AlIvill-"S DUPRE— 11!
2X8 RAFfERS NOTCHED AT TOP /2- GYPSUM CEILING BOARC NOTE: WINDOW AND EXTERIOR DOOR INSTALLATION DETAILS
TO RECEIVE 1/4- HARDIE BEADED ARE HERE ESTABLISHED AS ARCHITECTURAL INTENT. ACTUAL
INSTALLATION DETAIL MAY VARY UPON DISCUSSION BETWEEN 00 gj.4
5-1/2- THICK OPEN CELL POLYURETHANE PORCH PANEL SOFFIT UNDER PLYWOOD
STANDING SEAM GALVALUME METAL ROOF ROOF SHEATHING AND APPEAR AS 00
SUCH AS IMAGE 11 By METAL SALES CORP. SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER TYPICAL 5-1/2' DEEP PAINTED OUTLOOKER I
WITH 1" MIN RIBS AT 16* SPACING. WHERE FOAM INSULATION IS EXPOSED TO HABITABLE ATTIC STUD WALL FRAMING TO STANDING SEAM GALVALUME METAL ROOF 1110
SPACE PROVIDE THERMAL BARRIER SUCH AS INTUMESCENT UNDERSIDE SUCH AS IMAGE 11 BY METAL SALES CORP. It
CONSIDER ACRYLIC COATED GALVALUME 21-0* COATING DC-315 OVER ICYNENE CLASSIC INSULATION. STANDING SEAM GALVALUME METAL ROOF q—
FINISH OR PREFERRED SILVER KYNAR 500- --- SUCH AS IMAGE 11 BY METAL SALES CORP. OF SCISSOR TRUSS DECORATIVE ALUMINUM FINIAL MOUNTED TO ROOF. WITH I m MIN RIBS AT 16' SPACING. STEPS WINDOW INSTALLATION 0-4
CONSIDER ACRYLIC COATED GALVALUME 0-4
COATING SELF-ADHERING WATERPROW WITH 1* MIN RIBS AT 16' SPACING. ISOLATE AS REQUIRED TO AVOID ELECTROLYSIS. FINISH OR PREFERRED SILVER KYNAR 500 FIRST APPLY LIQUID WATERPROOF WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION, 0 4
MEMBRANE OVER PLYWOOD ROOF SHEATHING CONSIDER ACRYLIC COATED GALVALUME CONSIDER THE CAPTIVA SPIRE BY COPPER CRAFT MEMBRANE SUCH AS 'PROSOCO FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. C)
WITH EXIIERIOR GRADE GWE OVER AS SHOWN. PROVIDE BLOCKING AT OUTLOOKERS COATING SELF-ADHERING WATERPROOF R-GUARD FAST FLASH' ALL AROUND
FINISH OR PREFERRED SILVER KYNAR 500 INSIDE OF WINDOW OPENING u
PREFABRICATED WOOD TRUSSES DESIGNED COAnNG OVER PLYWOOD ROOF SHEATHING AS REQUIRED FOR SUPPORT. MEMBRANE OVER PLYWOOD ROOF SHEATHING AND OUT 6' MIN ONTO PLYWOOD 04 . . - 1.-4
BY A FLORIDA REGISTERED ENGINEER WITH EXTERIOR GRADE GLUE W1TH EXTERIOR GRADE GWE OVER SHEATHING SURFACE. SECTION A 4-4
SPACED AT 24' CENTERS. 1/2- GYPSUM WALL BOARD PREFABRICATED WOOD TRUSSES DESIGNED THROUGH WINDOW JAMB z
BY A FLORIDA REGISTERED ENGINEER APPLY SILL FLASHING FABRIC SEALANT BEAD
SPACED AT 24m CENTERS. IMBEDDED BEHIND MOUNTING Z
ROOF MATCHING EAVE DRIP WOOD BEAM SPANNING INTO MEMBRANE WITH LOOSE FLANGE,
164- FLASHING OVER PT 1X2 OPENING FLAP AT EXTERIOR. U u
)RIP EDGE PER MANUFACTURER 7 SEE STRUCTURAL DRIP EDGE PER MANUFACTURER @ BACKER ROD AND SEALANT u
OVER 1 X2 PT NAILER APPLY BEAD OF SEALANT ALL AROUND WINDOW INTERIOR. 0-4
G AT BACK [IF WINDOW FLANGE
OVER 1 X2 PT NAILER AND
2X6 WOOD FASCIA SET WINDOW (PAN HEAD SCREWS
j, J. MUST
BE USED TO FACILITATE
ALUMINUM FLASHING OVER TOP OF HARDIE INSPECTION)
1/2- MUM CEILING BOARD 1:4
a 1
i* ARTISAN-TRIM OR 1-1/4-AZEK TRIM CONVENTIONk APPLY BEAD OF SEALANT OVER con 1�
F_- HARDIE VERTICAL SHEET SIDING WOOD FRAMING FLANGE
WITH HARDIE BATTENS OVER VERTICAL
AT SIDE JAMBS o
JOINTS OVER TYVEK WRB OVER 1/2- APPLY JAMB FLASHING OVER 0
1/2* GYPSUM CEILING BOARD EXTERIOR GRADE PLYWOOD SEALANT 1.4
WOOD TRIM PER OWNER
OVER WOOD TRUSSES SELECTION r z
6 APPLY BEAD OF SEALANT OVER FLASHING
FLANGE
5-1/2-THICK OPEN CEL POI-YURETHANE AT HEAD EALANT BEAD BETWEEN
2X6 OUTLOOKERS AT 24" FROM TRIM AT WALL �'_��P�RMDE_HWMS�PER�SMM�Rk SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER (2) APPLY HEAD FLASHING FLASHING AND MOUNTING
TO FASCIA TRIM DROPPED TO ALLOW FOR HARDIE ARTISAN TRIM AS SHOWN SEAL ALL AROUND INSIDE WHERE FOAM INSULATION IS EXPOSED TO HABITABLE ATTIC FLANGE.
HARDIE 1/4- BEADED PORCH PANEL SOFFIT PANEL OR AZEK TRIM AT 1-1/4' THICKNESS EDGE OF WINDOW FRAME SPACE PROVIDE THERMAL BARRIER SUCH AS INTUMESCENT SEAL THE WINDOW FRAME TO
TO WOOD FRAME ACROSS COATING DC-315 OVER ICYNENE CLASSIC INSULATION. IN WATER SHEDDING FASHION, OPENING. APPLY A %' NOM.
SHIM SPACE TO STARTING AT THE BASE OF DIA. BEAD TO THE BACKSIDE
THE WALL & WORKING TOWARDS
BENEATH PLYWOOD ROOF SHEATHING.j SEAL ALL AROUND INSIDE REATE AIR BARRIER THE TOP, INSTALL THE WRB
EDGE OF WINDOW FRAME I—C HARDIE VERTICAL SHEET SIDING WITH IX4 HARDIE TRIM (INTERIOR) OF THE WINDOW
TO WOOD FRAME ACROSS TO THE FACE OF THE FLANGE, IN LINE WITH ANY
SHIM SPACE TO BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB SHEATHING. TUCK WRB UNDER PRE-PUNCHED HOLES OR SLOTS.
CREATE AIR BARRIER WINDOWS TO BE SELECTED WITH ALL JOINTS LAPPED AND TAPED >00< SILL FLASHING, AND OVER
CONSIDER MARVIN INTEGRITY OVER 1/2- EXTERIOR GRADE PLYWOOD OVER JAMB & HEAD FLASHING.
WOOD ULTREX 2X6 WOOD STUDS AT 16* CENTERS WITH R19 WITH SHEATHING TAPE,
FIBERGLASS BATT INSULATION OR 3-1/2- SPRAY CONNECT
FOAM INSULATION FOR PREFERRED AIR SEAL THE WRB TO THE FLASHING
(ALL 4 SIDES)
j
INSTALL BACKER ROD AND SEALANT FLASHING AT HEAD
SEr WINDOWS INTO OPENING @ ALL AROUND WINDOW INTERIOR TO EXTENDS 1' BEYOND
TYPICAL WINDOW JAMB TREATED PER DIAGRAM THIS SHEET 2X6 OUTLOOKERS AT 24' FROM TRIM AT WALL CREATE AIR BARRIER.. JAMB FLASHING.
TO FASCIA TRIM DROPPED TO ALLOW FOR
ab HARDIE 1/4- BEADED PORCH PANEL SOFFIT PANEL
-I BENEATH PLYWOOD ROOF SHEATHING. < IN (5HEAD FLASHING
cn EMBED BOTTOM OF THE
SEAL ALL AROUND INSIDE WOO) TRIM PER OWNER HEAD FLASHING AGAINST
_j EDGE OF WINDOW FRAME SELE CTION 5-1/2- THICK OPEN CELL POLYURETHANE N11 THE PREVIOUSLY APPLIED
TO WOOD FRAME ACROSS SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER SEALMT (FLASHING GOES
CAULK AND SEAL WINDOW FRAME TO SHIM SPACE TO CAULK AND SEAL WINDOW FRAME TO OVER SEALANT). EXTEND
CREATE AIR BARRIER TRIM ALL AROUND HEAD FLASHING BEYOND
TRIM ALL AROUND /2- GYPSUM CEILING BOARE EACH JAMB FLASHING.
2X8 RAFTERS NOTCHED AT TOP FASTEN IN PLACE.
1/2- GYPSUM CEILING BOARD HARDIE ARTISAN TRIM AS SHOWN 1/2- GYPSUM CEILING BOARD TO RECEIVE 1/4- HARDIE BEADED
HARDIE ARTISAN TRIM AS SHOWN OR AM TRIM AT 1-1/4- THICKNESS PORCH PANEL SOFFIT UNDER PLYWOOD SEALANT
OR AZEK TRIM AT 1-1/4-THICKNESS ROOF SHEATHING AND APPEAR AS
TYPM 5-1/2- DEEP PAINTED OUTLOOKER
STUD WALL FRAMING TO
Wool OF SCISSOR TRUSS
SELECTION UNDERSIDE
WOOD TRIM PER OWNER TRIM PER OWNER STANDING SEAM GALVALUME MErAL ROOF G
SELECTION SUCH AS IMAGE 11 BY METAL SALES CORP.
FLOORING TO BE SELECTED WITH 1* MIN RIBS AT 16* SPACING. A
OVER 3/4-T&G PLYWOOD �FLOOR NG TO BE SELECTED CONSIDER ACRYLIC COATED GALVALUME
FLOORING SCREWED AND GLUED TO HARDIE VERTICAL SHEET SIDING WITH HARDIE 11* OVER 4" T&G PLYWOOD FINISH OR PREFERRED SILVER KYNAR 500 0
PREFABRICATED WOOD FLOOR BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB FLOOR G SCREWED AND GLUED TO COATING OVER PLYWOOD ROOF SHEATHING
TRUSSES DESIGNED 13Y FLORIDA WITH ALL JOINTS LAPPED AND TAPED PRE RICATED WOOD FLOOR WITH DMROR GRADE GLUE 1/2- GYPSUM WALL BOARD
HARDIE VERTICAL SHEET SIDING WITH 1X4 HARDIE TRIM OVER 1/2- EXTERIOR GRADE PLYWOOD OVER TRUS DESIGNED BY FLORIDA
REGISTERED ENGINEER R GINEER (@JAMB FLASHING
BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB 2X6 WOOD STUDS AT 16' CENTERS WITH R19 ROOF MATCHING EAVE DRIP WOOD BEAM SPANNING EXTEND JAMB FLASHING
WITH ALL JOINTS LAPPED AND TAPED FIBERGLASS BATT INSULATION OR 3-1/2- SPRAY FLASHING OVER PT 1X2 OPENING TO OVERLAP SILL IN, SEALANT
Y
!E�AL
OVER 1/2' EXTERIOR GRADE PLYWOOD OVER FOAM INSULATION FOR PREFERRED AIR SEAL-Z I I/ I A SEE STRUCTURAL FLASHING. EXTEND
2X6 WOOD STUDS AT 16* CENTERS WITH R19 / / JAMB FLASHING 8 ]�#
FIBERGLASS BATT INSULATION OR 3-1/2" SPRAY ALUMINUM FLASHING OVER AZEK TRIM ftoo ABOVE ROUGH OPENIN SILL FLASHING
FOAM INSULATION FOR PREFERRED AIR SEAL AT HEAD. APPLY TA E
OPEN CELL POLYURETHANE SPRAY FOAM IM I AT CORNERS TO u
1/2- GYPSUM CEILING BOARD TEMPORARILY HOLD
PROVIDE SOUND INSULA11ON BRIETWEEN FLOORS INSULATION AT 3-1/2- THICKNESS UNDER OVER CONVENTIONAL FLASHING IN PLACE
HERE SHOWN AS 3-1/2- FIBERGLASS BATTS FLOOR FOR THERMAL AND AIR BARRIER HARDIE VERTICAL SHEET SIDING SHIM AND ADJUST WINDOW TO ACHIEVE S
WITH WDIE BATTENS OWR VERTICAL WOOD FRAMING UNTIL WRB IS APPLIED. PLUMB, AND LEVEL CONDITION. USE CORR13SION
AT UNDERSIDE OF FLOOR SHEATHIN a RESISTANT FASTENERS. FASTEN WINDOWS PER
JOINTS OVER TYVEK WRB OVER 1/2' WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
ft EXTERIOR GRADE PLYWOOD
a WOOD TRIM PER OWNER
SELECTION
ALUMINUM FLASHING OVER TOP OF HARDIE
ARTISAN TRIM OR 1-1/4-AZEK TRIM a "ce u
HARDIE ARTISAN TRIM AS SHOWN SEAL ALL AROUND INSIDE
a OR AZEK TRIM AT 1-1/4-THICKNESS EDGE OF WINDOW FRAME
BOTTOM OF TRIM 13AND ALJGNS WITH TOP OF - --- F_ TO WOOD FRAME ACROSS
FIRST FLOOR W 2X 12'S SISTERED TO TRUSSES CANTILEVER CREATE AIR BARRIER
TO SUPPORT EXTENDED FLOOR WINDOWS TO BE SELECTED TOP LEFT CORNER OF WINDOW
ft DECORATIVE CORBEL BLOCK. CONSIDER 1X6 V J, CONSIDER MARVIN INTEGRITY
;T 1/2- GYPSUM CEILING BOARD CUSTOM BLOCK BY SPECTIS WITH MATCHING 00'. 1 WOOD ULTREX
7 OVER WOOD TRUSSES LARGE SCOTIA TRIM MILLED FROM AZEK STOCK. 00
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HARDIE ARTISAN TRIM AS SHOWN m PROVIDE BEAMS PER STRUCTURAL ENGINEERING
OR AZEK TRIM AT 1-1/4'THICKNESS SMALL AZEK SCOTIA TRIM OVER 5/8- TRIM BAND WITH ROUTED END
FIXED LOUVER PAN0_ WITH AXED LOUVERS SPIRE
CAULK AND SEAL WINDOW FRAME TO SEAL ALL AROUND INSIDE KILN DRIED PT SYP 6X6 TO BE PAINTED TH E CAPTIVA
TRIM ALL AROUND
WOOD FRAME ACROSS KILN DRIED PT SYP 2X4 FRAME AND STOPS FOR SHUTTERS
EDGE OF WINDOW FRAME
SHIM SPACE TO AT SIDES AND TOP OF OPENINGS 00
CREATE AIR BARRIER
WINDOWS TO BE SELECTED
CONSIDER MARVIN INTEGRITY
WOOD ULTREX
OPERABLE BAHAMA SHUTTER WITH FIXED LOUVERS.
CONSIDER ENDURA SHUTTEIR BY TIMBERLANE
PLAN VIEW
SET WINDOWS INTO OPENING Lo 1'-3
7
TREATED PER DIAGRAM THIS SHEET "b CN TAPERED SHEET s
cl-i METAL CONE
SEAL ALL AROUND INSIDE E w
EDGE OF WINDOW FRAME
CAULK AND SEAL WINDOW FRAME TO TO WOOD FRAME ACROSS AZEK 5/8' TRIM OVER TYVEK WRB OVER 1/2-
SHIM SPACE TO .14
TRIM ALL AROUND CREATE AIR BARRIER WATER RESISTANT SHEATHING SUCH AS DENSGLASS 1 71m N
OVER PT SYP FRAMING - I
HARDIE ARTISAN TRIM AS SHOWN
OR AZEK TRIM AT 1-1/4*THICKNESS A-
1/2- GYPSUM CEILING BOARD 21 49
HARDIE VERTICAL SHEET SIDING WITH HARDIE 6- BALL
BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB
WITH ALL JOINTS LAPPED AND TAPED co
OVER 1/2- EXTERIOR GRADE PLYWOOD OVER
2X6 WOOD STUDS AT 16" CENTERS WITH R19 op
-1/2- SPRAY
FIBERGLASS BATT INSULATION OR 3 FLOORING TO BE SELECTED
FOAM INSULATION FOR PREFERRED AIR SEAL PROVIDE MOISTURE BARRIER AS REQUIRED CAST STONE CAP SLOPED TO DRAIN OVER SETTING BED CI-4
CN PER MANUFACTURER RECOMENDATIONS OVER TILE BACKER BOARD OVER FLASHING OVER PT WOOD--
AZEK 5/8-TRIM OVER TYVEK WRB OVER 1/2- OCTAGON BASE
ALUMINUM FLASHING OVER TOP OF HARDIE 11
WATER RESISTANT SHEATHING SUCH AS DENSGLASS
ARTISAN TRIM OR 1-1/4- AZEK TRIM OVER PT SYP FRAMING, r
STONE TILE THIN SET OVER CONCRETE SLAB SLOPED AVAILABLE MATERIALS SECTIONS
TO DRAIN AT PERIMETER. PROVIDE (7) MOUND CONTACT COPPER LEAD COATED COPPER MILL FINISHED/ PREFINISHED ALUMINUM
WATERPROOF MEMBRANE TAPE TO COVER FLUSH JOINT PT 1XI BLOCKS UNDER EACH BENCH TO ALLOW DRAINGE.
BETWEEN TOP OF CMU AND BOTTOM OF PLYWOOD. WEIGHT- 20 Ibs. AND DETAILS
4'THICK REINFORCED CONCRETE SLAB OVER 6 MIL POLYVINYL
PROVIDE STUCCO SCREED AT SEALANT AT VAPOR BARRIER TO CANTILEVER BEYOND CMU AS SHOWN
------- INSTALLATION: SEAL THE MOUNTING BRACKET (PRO\t1DED) TO THE ROOF SURFACE FOR A
TOP OF STUCCO
WATERTIGHT INSTALLATION. SET SPIRE BASE OVER MOUNTING BRACKET AND
1/2- STUCCO OVER 8- CMU TO BELOW GRADE 1/2- STUCCO OVER 8- CMU TO BELOW GRADE ATTACH USING FASTENERS PRO\ADED. SPECIFY ROOF SLOPE FOR BRACKETS.
C,j
CONTINUOUS REINFORCED CONCRETE FOOTING CONTINUOUS REINFORCED CONCRETE FOOTING
SEE STRUCTURAL SEE STRUCTURAL I
061mr CUPPECRAFT 10-04
SLOPE GRADE AWAY FROM STRUCTURE
SLOPE GRADE AWAY FROM STRUCTURE
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FIRST FLOOR DOOR SCHEDULE SECOND FLOOR DOOR SCHEDULE
MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS
1-019 #—off cn �_� �� �
01 3 5_099 8 I—Ott HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT DECORATIVE DOOR 21 PR 9 2 8 HINGED — DOUBLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL NA___
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0 $—Ott $—of$ HINGED — SINGLE—VIEW LITE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT 22 2 9 8 1 HINGED — SINGLE — FULL LITE SC WOOD/GLASS CLEAR TEMPERED PAINTED STAINLESS STEEL LEFT
2 3 8 0 23 PR2 —on —Ott �_4 -C CZ4 4.4
I —Ott — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT 8 HINGED DOUBLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL NA 4.1
03 2 —809 8 HINGED 9-800 1-099
04 20-8 to 8 9_099 HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL LEFT 24 2 8$—Ott HINGED SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
05 2$—Ott 8$—of$ HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL ��LEFT 25 29-49' 8 HINGED SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
06 29-8 so 8 I—Oss HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT 26 29-2 to 7 0-899 SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/2 Is CLEAR STAINLESS STEEL LEFT
07 21-499 7 9_810 SHOWER SINGLE FRAMELESS PIVOTING GLASS 1/2" TEMPERED CLEAR STAINLESS STEEL LEFT SWINGS BOTH WAYS 27 2'-491 8$—Ott HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL RIGHT
08 2'-499 8 9_099 HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT 28 2'_8 Is 8 1-099 HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
09 2 1-8st 8$—Ott POCKET — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL IIRIGHT 29 2'-6'9 8 1-099 HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL RIGHT
10 20-60# 8#—of$ HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL RIGHT 30 20-69' 8$—Ott HINGED — SINGLE SC WOOD 2—PANEL PAINTED STAINLESS STEEL LEFT
11 3 I—Ott 8 9_009 BARN—SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL IRIGHT 31 2 1—4 so 7 0-899 SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/2 of CLEAR STAINLESS STEEL RIGHT
12 3$—Ott 8 1-091 HINGED — SINGLE SC WOOD TWO PANEL PAINTED STAINLESS STEEL LEFT 32 2 1-8to 8$—Ott HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
13 3 1—0 It 8 9_099 HINGED SINGLE — FULL LITE FIBERGLASS CLAD WOOD CLEAR/INSULATED/LOW E PAINTED STAINLESS STEEL LEFT 33 2 1-811 8 t—Off HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL RIGHT
14 9$—Ott 9$—of$ IOVERHEAD SECTIONAL —16 PANELI FIBERGLASS PAINTED STAINLESS STEEL NA 34 2'_O of 8 P-001 HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL RIGHT
35 21-6## 8 1-099 HINGED — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
36 2'-21's 7 9-899 SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/293 CLEAR STAINLESS STEEL RIGHT
37 21-299 8$—Ott POCKET — SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL LEFT
38 2 9-891 8#—Ott CASED OPENING NA CONSIDER CONVERTING TO DOOR
39 21—Elloo 8$—of$ CASED OPENING NA
40 22-291 8 2—opt POCKET — SINGLE SC WOOD 2 PANEL TPAINTED STAINLESS STEEL , RIGHT
FIRST FLOOR WINDOW SCHEDULE
MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT G LAZ I N G REMARKS
1 2 1-899 5 9-89P DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-29' 2'-6" CLEAR/INSULATED/LOW—E
2 29-80# 59-899 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-2'9 29-611 CLEAR/INSULATED/LOW—E
3 29-810 5'-819 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 80-299 21-6" CLEAR/INSULATED/LOW—E EMERGENCY ESCAPE SECOND FLOOR WINDOW SCHEDULE
4 2#-8" 51-80f DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8*-299 29-6*$ CLEAR/INSULATED/LOW—E
5 2$—opt 3$—of$ CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 81-291 51-29' CLEAR/INSULATED/LOW—E MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD I HEIGHT SILL HEIGHT GLAZING REMARKS u
6 2 0-1099 6)—of$ DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 81-2so 21-2" CLEAR/INSULATED/LOW—E 31 21-609 51-6" PICTURE FIBERGLASS CLAD WOOD WHITE 8 —of$ 21-690 CLEAR/INSULATED/LOW—E <�
7 2 V_i Ott 6 0_091 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 81-210 29-2" CLEAR/INSYLATED/LOW—E 32 22-699 59-6" PICTURE FIBERGLASS CLAD WOOD WHITE 8'-0" 21-600 CLEAR/INSULATED/LOW—E
8 2'-809 59-410 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8#-2#s 2$—lot$ CLEAR/INSULATED/LOW—E EMERGENCY ESCAPE 33 2 I—Oto 2 9_091 PICTURE FIBERGLASS CLAD WOOD WHITE 8 I—ott 6 9_009 CLEAR/INSULATED/LOW—E
9 21-80' 59-42# DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 80-299 2 9_1 0 so CLEAR/INSULATED/LOW—E 34 21-899 5 9-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—of$ 21-4 of CLEAR/INSULATED/LOW—E
10 29-80' 51-41' DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-291 2 1_1099 CLEAR/INSULATED/LOW—E 35 21-891 51-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 1_091 20-491 CLEAR/INSULATED/LOW—E u
11 29-891 59-49' DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS, STEEL PAINTED 81-29' 2 1—ion CLEAR/INSULATED/LOW—E 36 29-801 59-89' DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 89-091 20-49' CLEAR/INSULATED/LOW—E 1-�
12 20-8## 51-400 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-299 2 9_1011 CLEAR/INSULATED/LOW—E 37 29-8#0 50-809 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—opt 21-4's CLEAR/INSU LATED/LOW—E F__q
13 2 1_1 0$$ 6 I—ops DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 81-29* 29-299 CLEAR/INSULATED/LOW—E 38 2$-8'9 50-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0 is 2 9—4$1 CLEAR/INSULATED/LOW—E z
14 21-10 of 6 1-099 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 81-2" 29-2's CLEAR/INSULATED/LOW—E 39 21-81' 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—Ott 2s-491 CLEAR/INSULATED/LOW—E
15 2$—lots 6 9_091 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-290 2'-299 CLEAR/INSULATED/LOW—E 40 21-899 5'-899 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 —Ott 21-4" CLEAR/INSULATED/LOW—E
9
16 2,_10 of 6$—Ott DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 89-200 2#-299 CLEAR/INSOLATED/LOW—E 41 2#-8st 5 9_8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'—Op* 29-491 CLEAR/INSULATED/LOW—E EMERGENCY ESCAPE
17 29-600 20-609 PICTURE FIBERGLASS CLAD WOOD PAINTED 10 9_090 71-6#* CLEAR/INSOLATED/LOW—E CONSIDER OPERABLE AWNING WINDOW 42 29-6*9 3 9_O" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 81-291 59-29' CLEAR/INSULATED/LOW—E
18 21-600 29-6" PICTURE FIBERGLASS CLAD WOOD PAINTED 10 2-020 79-619 CLEAR/INSOLATED/LOW—E CONSIDER OPERABLE AWNING WINDOW 43 21-610 3 —o$p CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 89-219 51-2s' CLEAR/INSULATED/LOW—E
19 2'-601 29-6" PICTURE FIBERGLASS CLAD WOOD PAINTED 10$—Ott 7'-60' CLEAR/INSt�LATED/LOW—E CONSIDER OPERABLE AWNING WINDOW' 44 2 I—Of$ 2$—on PICTURE FIBERGLASS CLAD WOOD WHITE 8$—off 6$—of$ CLEAR/INSULATED/LOW—E
20 2'-699 29-6" PICTURE FIBERGLASS CLAD WOOD PAINTED 10 0_019 7'-6#9 CLEAR/INSULATED/LOW—E CONSIDER OPERABLE AWNING WiNDOW 45 21-6" 59-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 0—opt 2#-41's CLEAR/INSULATED/LOW—E
21 21-699 29-691 PICTURE FIBERGLASS CLAD WOOD PAINTED 10$—Ott 7 -6 ps CLEAR/INSULATED/LOW—E 46 29-69s 5`-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 89—Ops 21-419 CLEAR/INSULATED/LOW—E
I—Of$
22 21-699 29-6" PICTURE FIBERGLASS CLAD WOOD PAINTED 89-299 5'-8 92 CLEAR/INSULATED/LOW—E 47 2 2 _010 PICTURE FIBERGLASS CLAD WOOD WHITE 8 —Ott 6 1-099 CLEAR/INSULATED/LOW—E
23 2'-60# 29-611 PICTURE FIBERGLASS CLAD WOOD PAINTED 89-299 5t-811 CLEAR/INSYLATED/LOW—E 48 2$—of$ 2 1_099 PICTURE FIBERGLASS CLAD WOOD WHITE 8$—Ott 6 0-0 is CLEAR/INSULATED/LOW—E.
24 21-611 29-6'9 PICTURE FIBERGLASS CLAD WOOD PAINTED 89-2" 5*-8" CLEAR/INSt�LATED/LOW—E 49 2 1-019 4 0_001 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 0-091 4 I—Opp CLEAR/INSULATED/LOW—E
25 29-691 29-699 INTERIOR PICTURE WOOD PAINTED 10 0_019 79-6" CLEAR 50 2 1-099 4 9_001 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 —0 It 4$—Opp CLEAR/INSULATED/LOW—E
26 3#-30' 1 P-600 PICTURE FIBERGLASS CLAD WOODI PAINTED 1 99-611# 8#—opt CLEAR/INSULATED/LOW—E 51 22-411 59-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—of 21-429 CLEAR/INSULATED/LOW—E
52 2'-811 50-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—of$ 2'-419 CLEAR/INSULATED/LOW—E
53 21-4" 59-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8$—of$ 21-411 CLEAR/INSULATED/LOW—E EMERGENCY ESCAPE
54 21-8 of 50-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE k 80—011 2'-491 CLEAR/INSULATED/LOW—E EMERGENCY ESCAPE
55 21-899 59-800 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 —Ott 29-419 CLEAR/INSULATED/LOW—E
56 21-8st 59-899 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE : 8 I—opt 21-4$1 CLEAR/INSULATED/LOW—E
I —
57 21-899 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 21-491 CLEAR/INSULATED/LOW—E
1�
$—off 0_0" t $—off $—Opp E w
GENERAL NOTES: 59 2 4 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 18 4 CLEAR/INSULATED/LOW—E
60 2$—of$ 4 1-099 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 9-001 4$—opt CLEAR/INSULATED/LOW—E
1 . ALL EXTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" TO MEET THE DESIGN PRESSURES REQUIRED BY ENGINEERING DOCUMENTS ATTACHED. $—Ott 1-022 $—of$ 1-091
2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL DOOR AND WINDOW FRAMED OPENINGS WILL BE FIELD MEASURED TO ACCOMMODATE ACTUAL 61 2$—opt 2$—opt C-�SEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 9_091 6$—of$ CLEAR/INSULATED/LOW—E
SIZE OF SELECTED UNITS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. 62 2 2 CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 6 CLEAR/INSULATED/LOW—E
3. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE 63 2'-699 5'-6" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 18'-0 2'-699 CLEAR/INSULATED/LOW—E
A17ACHED GRAPHIC DETAIL FOR SUGGESTED METHOD OF INSTALLATION. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO SET INTO COPPER SILL PANS WITH 64 29-699 5'-6" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-6*# CLEAR/INSULATED/LOW—E
ps 9
CLOSED END AND BACK DAMS, IN TURN SET INTO A MASTIC BED AT THE CONCRETE SLAB. IF INSTALLER PREFERS A DIFFERENT METHOD OF INSTALLATION, 65 2J-6 59-6'9 DOUBLE HUNG , FIBERGLASS CLAD WOOD , STAINLESS STEEL , WHITE 8 —0 22-6'2 CLEAR/INSULATED/LOW—E
CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
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4. THE EXTERIOR DOORS AND WINDOWS ARE CURRENTLY SPECIFIED TO HAVE CONVENTIONAL GLAZING WITH NO EXTERNAL PROTECTION FROM FLYING DEBRIS. UPON
PRICING OF ALTERNATE UNITS WITH IMPACT GLAZING, DISCUSS THEIR OPTIONAL SUBSTITUTION WITH OWNER.
DOORAND
WINDOW
SCHEDULES
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...... IN CABINET DISPOSAL SWITCH- $
wisp
cl
. ........................................................................ ........ ..................................... ..........11...... . ............................... ................. ...................... .................... ...........
TELEPHONE OUTLET 44TEL CEILING FAN
4 IV
TV OUTLET
POTENTIAL
POOL
......................... 13 a 13 a I a 13 ............. ............... DATA CONNECTION
EQUIPMENT OVENS 4DC
GFC16! SEFINGM70R 44 w
220V HVAC
LOCA11ON EXTERIOR PENDANT FIXTURE— u
GFCI I
......... . DAMP LOCATION RECESSEQ
.......... ........ A.H. GFCI DOWNLIGHT
HVAC
GFCI WET LOCATION RECESSED (gw INTERIOR PENDANT LARGE FIXTURE
COMPR. I I I I J -1
220V z/z z z 11 z z'�'-""'-// I _' i
G Cl .............................. DOWNLIGHT W/ LENS
ZZ.1 /,11.1jl
----------- VA
FCIO
.....................................................................................
F w RECESSED DOWN LIGHT INTERIOR PENDANT SMALL FIXTURE—
_j 0
u
GF RECESSED DIRECTIONAL
....... .... ............................. .................. ................... ............ ..... ....... —A............... ... ............
--------------------- ............ .......
ell ------ DOWN LIGHT
...................................... ........ ..... W..... .........D........ ...... HVAC
WAC COMPRESSOR
ON CONCRETE PAD COMPR.
9VAC
SOLATUSE SMART LED SKYLIGHT
G GF
220V :
FCI AND RECESSED DOWNLIGHT
ft�- ------------
GFCI LL
t
........... ........................ ................. ................. .................... .................. ........... . LED STRIP STRIP UNDER
CABINET OR AT COVE
DC
ir db AIR HANDLER
TWH
GwP GWP LANDSCAf E UPLIGHT
.................
r_H�A_C_ -1
-------...... ----------------- AIR HANDLER
.......... .................................... ........................... .. .................. ......... INTERIOR 'LIGMNG FfXTURE LA.H.
....... IN ATTIC
DC
SURFACE, MOUNTED AT CEILING
--------------
F 71
ATTIC ACCESS HATCH
D
EXTERIOR SURFACE MOUNTE
...........
..............
DC AT SOFFIT 22*X22* ROUGH OPENING
.................- ------------ 0
Lj WP EXTdRIOR WALL SCONCE
-------------------- ----------------
..........
..................... ..... .....
......................... ..... .. ...........
h INTERIOR�WALL SCONCE
W A tNTED READING LAMP INTEGRAL DOWNLIGHTS L Z_L' i
LL M
TOLOMEO WALL LIGHT
T
1 0 EXHAUST HOOD WITH
GWD GWP L
SEE AR IDE
GFCI INTERIOR DIRECTIONAL IRRIGATION CONTROLS OUTLET —=QIRR
0=30
...................... ............................... ............................................ SPOT Uq4T FIXTURE
....... ............................ .............\....... ....
.......... . ....................... .....
... ............... .
V/l� 7.
w .777,71IIIIIIIIIIIIIIIM7,77 7,
yz 4.,//
s
NOTE 1:\ALL ELECTRICAL WIRING TO BE INSTALLED IN
G P ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL
...............
................. BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT
E
-12.
INTERRUFtrERS PER NEC ARTICLE 210
.. .......... ................................................................................................. . .......
jGWP ..............................................
--------- ................. NOTE 2: ASSUME ALL SWITCHES IN PUBLIC LIVING AREAS
GWP N
uL
.............. ...... ........................................................
TO BE Q�MMABLE. CONFIRM WITH OWNER.
P
GW
NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER
IETER OF CEIL44G BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT.
29 49
................................ .................................................
............
Gj LOCATE FJXTURES ACCORDINGLY AS TRUSS LAYOUTS WILL
ALLOW.
Gr .........
IRR(p
NOTE 4: AIR HANDLER LOCATION TO BE DETERMINED BY
.............................................................................. MECHANJAL ENGINEER.
EL
.................
.. ... ................ ............. ............................................................
NOTE 5: VL LIGHT FIXTURES TO BE LED FIXTURES AS
GWP ............... DC
PRACTICAL.
ELECTRICAL
DIAMETER. PLANS
GWP NOTE 6: �ALL RECESSED DOWN LIGHTS ARE CONSIDERED 4n IN
FF _1 F -n
-n: Ar
REMSS MC7W& METER BOX
3 E=,;fl FF
vy
INTO 2X6 WOOD FRAME WALL
AT STREET SIDE OF FENCE
ZI R
FF
— ::3
FF
_0 m -Lr- -o m --j
05-15-15
SECOND FLOOR
FIRST FLOOR ELECTRICAL
ELECTRICAL PLAN
PLAN
R:*-H I F C T
Q
. ........