1596 Maritime Oak Dr RES18-0358 dwgs 10STAIR NOTES
1. (19) EQUAL RISEKS A I ( 1/4" kA
(17) EQUAL TREADS AT 10" W/ 1" NOSING EA
(TOTAL TREAD DEPTH TO BE 11" MIN)
2. TREADS SHALL BE 2x12's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
3. RISERS SHALL BE 1x8's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
4. LANDINGS SHALL BE CONSTRUCTED OF
2x8's @ 16" OC and DECKED W/ 3/4" T&G
PLYWOOD GLUED and NAILED
5. STRINGERS SHALL BE 2x12's EQUALLY
SPACED (TYP)
NOTE TO FRAMER:
REFER TO STRUCTURAL
ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD
SPECIES, SIZES
AND SPACING.
NOTE TO CONTRACTOR:
INSTALL ALL HOUSEWRAP,
WINDOW AND DOOR FLASHING,
TAPING AND SEALANTS PER
MFR WRITTEN INSTRUCTIONS
�'"
— — — -191�.4"
I
I
I
I
I
—
—10 —
I
I
I
@2018 TRUE DESIGN STUDIOS, INC.
MIRIR
-------------
1S
MS
co)
I
WIC
L o
N 2
I
9' CLG
I
co
M=
-11
N
I
Iii-
1R&1SIxUVI
I
CV
_ _
oATH
N
CV
I
I
I
I
cl)
o
I
I
(
I
L--�
TUB R.O.
B4
I
5'-0 %a"
I
~
I
I
�
I
II
I I
I
\
I I
L — — J
I -
I
1
N9'
P I
THEATER
I �
�6>v
I
�-
(I
?�
r,
I
I
�
'
i
I
I
I
I
26/68 PKT
I
I
I
I
9
--
0
TRAY TO 10' CLG
I
I
M
i
I
= _
I
CO
I
co
I
o0
I
to N fi
I
I
N
I----------- - - - - - - -
I
I
I
-
I
I
I
I
- - - - - - - - - - ----1"-
U- _,
2nd LEVEL FLOOR PLAN
3'-0" i, 8'-9"
30/50 SH
7'-0" H.H.
RED 3
9' CLG
5'-0" i, Xi , /\\ 3'-8"
o�
odl
MIRIR
O0
1S
MS
co)
WIC
L o
9' CLG
co
II
II
IoUcl
1R&1SIxUVI
IC
W=4
_ _
oATH
N
QI
NOTE:
cl)
L=
TUB R.O.
B4
r'p�
5'-0 %a"
1
o�
II
6"
CLG o
\
_
co N
BATH 3
9' CLG z LL
6'-0" 2'-1" 1 z
0 GO 00
�j m
coo
M =
- _ 1R_& 1S
60/68
8'-1"
30/50 SH
T-0" H.H.
Xi .
BED 2
9' CLG
81-9"
11'-9"
3'-8"
43'-5"
40'-8"
15'-4" 8'1 J 5'-3"
11/2" 11'-1" '-11/2" T-1" '-3°
ol
TEMP GLS SHWR
30/50 SH 30/50 SH ENGL ON 42"H i 20/20 FXD
T-0" H.H. T-0" H.H. WALL W/SLP CAP 7'-0" H.H.
EMP)
1'-6" ia'-3"
-�
HDR at t8' AFF
30/50 SH 30/50 SH 4" BARTOP
T-0" H.H. 7'-0" H.H. I
EXTENSION
T-2" 8'1 4'-2" 01 TO EXT
16'1 10'-6" 51-0"
27'-11" 15'1
43'-5"
0
co
q
m
0
Z-)
O
50
Cp�M Ove
PppR
SCALE: %4" = l'-0"
Q
ti
X
r
z
0
0
tds W
Z
w
true design studios �
4745 SUTTON PARK CT., SUITE 402
JACKSONVILLE, FLORIDA 32224 W
P 904.821.5200 F 904.992.8700
WWW.TRUEDESIGNSTUDIOS.NET
U
U)
0
W
Q
z
3F (�
W
LL
0
o
O
LO
U)
W
A Q
U
U)
z
Q
rr1
VJ
360 Corporate Way U
Orange Park, FL 32073 z
www.dreamfindershomes.com
ryQ
0
W
W
J
U
U)() 0 U)
z = 0
w z
o p 0
J NW
N U
ATLANTIC BEACH
COUNTRY CLUB O
LOT 136 O
O
DUVAL COUNTY/FL p
O
1
PROJECT NO: O
2018.003342
DATE:
04-25-18 0
DRAWN: JAC F"
CHKD: U
DWR
REVISIONS:
07-05-18 JAC �
z
07-25-18 KLH 0
08-23-18 KLH U
10-19-18 DWR It
0
0
Al 20
I-
0
z
odl
MIRIR
O0
1S
MS
NI
9, CLG
'-
10CLG
--
IC
W=4
_ _
oATH
B4
o
9- CLG
o
II
CLG o
\
6
II
1
N9'
P I
THEATER
I
�6>v
�-
(I
?�
r,
,(TY) ,
,
26/68 PKT
--
TRAY TO 10' CLG
I
I
I
3211
O
I
I
TILE
U- _,
I
I
SHWR
I
I
coo
i
I
2
1'-6"
o =
4'
5'-8"
5-1
� 13'-7"
o
M 1
I
I
U- =
L --
-----j
BED 4
CDC
60" W OPNG
(HDR at 8' AFF)
9' CLG
co
Q
9' CLG
o MECH
`ID 9' CLG
MEDIA
N 4
9' CLG
C°
=
Q
5 SHS
d'O
2 @ 26/80
36"H HANDRAIL/
Nd. /
)DN
LL
Z Q
0 OD �O
-_----_-
-�
\
10 11 1 93 14 15 16 17
18 19
M
/
//
2 0
N o N a
r-
t6
N
I
J
1
/
LL
r`
1
iv e I
-
—
-------
N
LL
1^I
I
N I 10"
I
o>
_�
o =
Q
o
OPEN TO
c:)3:12=
-
C7I
( SLP,.0 1 BELOW
r
I
SLP
=
_, N m
I
b
U �V
I 1 28' CLG
co
I
I
Q
=
X
Ii II
II
CO _-=_
Irn
10'-0"
N
8'0"
io13'8
N
N9N�
\
~
/42" GUARDRAIL
r
-I
N / WALL HT
N�a
26/5Q SH
o = u _
I
/ at 9'-0" AFF
M -j
Ti H.F4: W/
o:
o cfl
2'-4" I
-- --
9'-1"
---------}
I 3'-11
—*-----�
1/2"
/
26/50 SH 26/50 SH
26/20 FX�
cNo
c49 N °D
T-0"H.H. 26/68 FR T-0" H.H.
9'-6"H.H.
\
`°
It�
LOFT
sol
zI
�
STEP CLG TO 111
1
oI
v I U
6"
a�
1'-10"
3'-2"
T-2" 1'-10"
2'-6" 2'-6"
W/ 12"D BEAMS
i
� �10
I
—
— — — -
N
I
0
O 3:
COVERED
I
5-
Q
- ---
L
,
a4
PORCHI
bo
9'CLG
U-
-
9' CLG
.,1
I
91
Z-)
Ill
o
= I
I
v
I
HDR at t8' AFF
30/50 SH 30/50 SH 4" BARTOP
T-0" H.H. 7'-0" H.H. I
EXTENSION
T-2" 8'1 4'-2" 01 TO EXT
16'1 10'-6" 51-0"
27'-11" 15'1
43'-5"
0
co
q
m
0
Z-)
O
50
Cp�M Ove
PppR
SCALE: %4" = l'-0"
Q
ti
X
r
z
0
0
tds W
Z
w
true design studios �
4745 SUTTON PARK CT., SUITE 402
JACKSONVILLE, FLORIDA 32224 W
P 904.821.5200 F 904.992.8700
WWW.TRUEDESIGNSTUDIOS.NET
U
U)
0
W
Q
z
3F (�
W
LL
0
o
O
LO
U)
W
A Q
U
U)
z
Q
rr1
VJ
360 Corporate Way U
Orange Park, FL 32073 z
www.dreamfindershomes.com
ryQ
0
W
W
J
U
U)() 0 U)
z = 0
w z
o p 0
J NW
N U
ATLANTIC BEACH
COUNTRY CLUB O
LOT 136 O
O
DUVAL COUNTY/FL p
O
1
PROJECT NO: O
2018.003342
DATE:
04-25-18 0
DRAWN: JAC F"
CHKD: U
DWR
REVISIONS:
07-05-18 JAC �
z
07-25-18 KLH 0
08-23-18 KLH U
10-19-18 DWR It
0
0
Al 20
I-
0
z
ROOF NOTES
1. INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER
FBC SECTION R806
2. ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER.
REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS
NOT DIMENSIONED
3. ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH
FBC R905-1 A.
ROOF VENT CALCULATION
FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
*144 SQ IN=1 SQ FT
BLDG CEILING (SQ FT) x 144 = BLDG (SQ IN)
BLDG (SQ IN) / 300 = SQ IN OF VENT REQUIRED
SQ IN OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW
PER FBC SECTION R806.2:40% MIN, BUT NOT MORE THAN 50% OF
VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED A MIN
T-0" ABOVE EAVE
BASIS OF CALCULATION:
(a) OFF RIDGE VENTS- STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ
IN (NFVA) PER LINEAL FT
ROOF VENT CALCULATION
AREA
REQUIRED PROVIDED
HIGH LOW VENTS HIGH
(SQ IN) (SQ IN) (SQ IN)
LINEAL LOW
FT (SQ IN)
(SQ FT)
A
1868
448.32 448.32 3 432.00
45 413.55
B
1164
279.36 279.36 2 288.00
30 275.70
HIGH: (1) 4' VENT = 144 SQ IN LOW: (1) LINEAL FT = 9.19 SQ IN
Rib 010 w 191A 0
l , (TYP)
02018 TRUE DESIGN STUDIOS, INC.
1 1'-6" 1
jTYP) F_
-?I,--vi-
COMMUNITY DEVELOPMENT
APPROVED
SCALE: %4" = l'-0"
Q
O
ti
/SkskX
iii' r
r
Z
O
tds W
I—
Z
w
true design studios LL
4745 SUTTON PARK CT., SUITE 402
JACKSONVILLE, FLORIDA 32224 W
P 904.821.5200 F 904.992.8700
WWW.TRUEDESIGNSTUDIOS.NET
U
�2
0
W
f—
z
0
U)
W
LL
O
O
U)
W
J
Q
U
W
U
z
Q
D
360 Corporate Way U)
Orange Park, FL 32073 z
www.dreamfindershomes.com
Q
D
W
W
F—
W
J
� U
C) c)O
C Z = 0
W Z
o pO
� w �- o
Q � �
N �
ATLANTIC BEACH
COUNTRY CLUB O
LOT 136 O
O
DUVAL COUNTY/FL p
O
O
PROJECT NO: O
2018.003342 z
DATE: 04-25-18 0
DRAWN: JAC I--
CHKD: DWR
REVISIONS:
H
07-05-18 JAC
z
07-25-18 KLH 0
08-23-18 KLH U
10-19-18 DWR
O
LL
D
Al 60
w
O
z
31I-2 9/16" BUILDING HEIGHT
27'-1" ENTRY TOWER B
(TYP
4 Aaoo
21'-7" 2nd LEVEL HEEL
20'-7" 2nd LEVEL BRG
11'-5 7/8" 2nd LEVEL FFE
10'-1 1/8" 1st LEVEL BRG
0'-0" MAIN FIN FLR
i
i
.4 n
RIGHT ELEVATION
GENERAL ELEVATION NOTES
• PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF
CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL
BE ATTACHED WITH 11/2 -INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16 -INCH (11.1
MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN
6 INCHES (152 MM), OR AS OTHERWISE APPROVED
• PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS
THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL
BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE,
PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS
SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS
COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY
CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE
TOTAL THICKNESS IS ASSET FORTH IN TABLE R702.1(1). ON WOOD -FRAME
CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER
SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED.
THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET
FORTH IN TABLE R702.1(3)
• PER R703.7.2.1 A MINIMUM 0.019 -INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),
CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR
BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE
WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES
(102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL
BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF
THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT
FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT
FLANGE OF THE WEEP SCREED
• PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN
SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE
AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS
SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A
SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE
WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS
DIRECTED BETWEEN THE LAYERS
31'-2 9/16" BUILDING HEIGHT_ — _ — _ _ — _ — _ - _ _
t24"xl4" DECOR LOUVERED
VENTS BELOW TRANSOM WINDOWS
at ENTRY ELEMENT (TYP)
12
27'-1" ENTRY TOWER BRG— _ — _ — _ _ _ _ 5
(TYP)
6" FRIEZE OVER 2"x2" TRIM 12 Aaoo
OVER 1"x6" TRIM (TYP at
COVERED PORCH HDR) 5
21'-7" 211 d LEVEL HEEL HT
- - -
t1'-8 3/4"
20'-7" 2nd
LEVEL BRG —
(TYP) -
10" DECOR LOUVERED VENTS
BELOW COVET:RED PORCH HDR
1 "x6" TRIM at WINDOW
JAMB (TYP)
42"H HANDRAIL (VERIFY W/
BUILDER SPECS FOR EXACT
CONFIGURATION)(RE:6/A400)
t20"x26" DECOR VENT
at GUARDRAIL (TYP)
11'-5.7/8" f 2i'11d LEVEL FFE _ _
10'-1 1/8" oL 1st LEVEL BRG
MITER SHAKE SIDING AT
CORNER OF ENTRY ELEMENT
(NO CORNER BOARD)
1"X8" TRIM at OPENING (TYP)
0'-0" MAIN FIN FLR
of
NI
072018 TRUE
12
12 7
7 4 Tb�
DESIGN STUDIOS, INC. FORMED & POURED CONC
STEPS TO GRADE PER CODE
FRONT ELEVATION
(4) 20/20 FXD WINDOW
(t25'-4 1/2" HH AFF)
12
1 5
L]l 11
-I1 9'-7„
+12"
I I
I
of
Mr
+I r
11I �-r•YPi
IIS
t6"
5
4'-0 1/2" 4'-0 1/2"
I I 1 1 1 1 1 1 I I 1 1 1 1 1 1
BEVOLO LIGHTS FIBER -CEMENT SHAKE SIDING (TYP)
PER OWNER SPEC (TYP) OVER APPROVED HOUSEWRAP (INSTALL
PER MANUFACTURERS WRITTEN
INSTRUCTIONS
SCALE: %4" = l'-0"
RCH HEEL HT 13'-1 1/8"
PORCH BRG 12'-1 1/8"
:RED VENTS
P)
:R
'P)
:R FINISHED WALL
OWNERS SPEC
MAIN FIN FLR 0'4"
(2)12"x 32" DECOR 2x BEAM W/ DECOR END CUT &
GABLE VENT
1"x6" TRtM BRACKETS AT BAY WINDOW
(RE. 1/A401)
T-0"
(TYP)
BEVOLO LIGHTS
PER OWNER SPEC (TYP)
SCALE: %4" = l'-0"
METAL ROOFING (TYP/RE: BUILDER
SPECS) (INSTALL PER MFR WRITTEN
INSTRUCTIONS)
2nd LEVEL HEEL HT 21'-7"
2nd LEVEL BRG 20'-7"
— 1"x6" TRIM at FRIEZE (TYP)
— 2"x2" TRIM OVER 1"x6" TRIM at
WINDOW HEAD (TYP)
— 12"x60" BERMUDA SHUTTERS (TYP)
— 1 "x6" TRIM at WINDOW JAMBS & SILLS (TYP)
— MITER SHAKE SIDING at CORNER OF BAY
(NO CORNER BOARD)
— FIBER -CEMENT SIDING W/ 4" TRIM (TYP) OVER
APPROVED HOUSEWRAP (INSTALL PER
MANUFACTURERS WRITTEN INSTRUCTIONS
2nd LEVEL FFE 11'-5 7/8"
1st LEVEL BRG 10'-1 1/8"
— 2"x2" TRIM OVER 1"x12" TRIM at
BELLY BAND (TYP)
— DECOR PERGOLA W/
BRACKETS (RE: 1/A401)
— 2"x2" TRIM OVER 1"x6" TRIM at
GARAGE DOOR HEAD (TYP)
— 1"x6" TRIM at DOOR JAMB (TYP)
TOP OF WALL 2'-4"
_ MAIN FIN FLR 0'-0" _
GARAGE FF -1'-8"
�— 48" H SCREEN WALL W/ HARDIE
SIDING FINISH & DECOR CAP
PER BLDR SPEC (TYP)
Q
0
cw
G
r~
X
t -
z
O
tds w
z
true design studios
4745 SUTTON PARK CT., SUITE 402 LL
JACKSONVILLE, FLORIDA 32224 w
P 904.821.5200 F 904.992.8700
WWW.TRUEDESIGNSTUDIOS.NET --�
Q
U
U)
0
w
F-
z
U)
w
0
im
LL
0
LOry
w
J
Q
U
z
Q
''1
vJ
360 Corporate Way U)
Orange Park, FL 32073 z
www.dreamfindershomes.com
Q
0
Cn
w
Se
w
Q
W
w 0
U) v O U)
LL z _ 0
W
Z
o p O
W ~ 0
r
N
ATLANTIC BEACH
COUNTRY CLUB O
LOT 136 p
O
DUVAL COUNTY/FL p
O
O
PROJECT NO: O
2018.003342 z
DATE:
04-25-18 O_
DRAWN:
JAC I—
CHKD: DWR U
n
REVISIONS: IY
F--
07-05-18 JAC U)
z
07-25-18 KLH 0
08-23-18 KLH 0
10-19-18 DWR If
O
LL
w
D
A200
U)
O
z