1703 PARK TERRACE E - REVISED DRAWINGS lee residence
1703 park terrace east
atlantic beach , fl
20'-6" 20'-6"
21 43
EXPOSED BEAMS
C�;
ABOVE-TYP
CD
10
-IN SHELF
BUILT-IN BUILT
co
u u') WINDOW SEAT
C) '-0/
EXPOSED BEAMS
ABOVE TYP
B U ILT-IN
l
WI NDOW SE
I I - sean johnson
2868 -1
A5.0 3 Cn
arch itect llc
m a s t e r
00
2 LO
A3.1 A3.1 N 67 mediterra ave
— — — — — — ponte vedra , fi
L — — — — — — — — - 6'-8" 8'-4"
Cf 3
garage
A5.1- - - - - - - - - -- 19�
M
8
c o s e t
16'-2"
— — — — — — — — — —
5'-2"
21058 21058
b a t h
5'-6" T-5" T-T' C? 9
L
7
CD BUILT-IN BENCH
-1 C.0 '.4�z
EXPOSED BEAMS 6X6PTPOSTW/CHAMFE EDEDGES L- — — — — — — — Cf)
CY)
ABOVE-TYP (NO CHAMFER 12" FROM T P&BTM)
Cn
C14
PAINT FINISH-TYP
00 T 7
s p a c e I - = I c o s e t
3.1
STEEL HAND RAIL
A3.1
TO MATCH CABLE
N
m u d RAIL CAP
FT_ I i - CABLE RAIL W/STEEL
-4
1 8'-9" POSTS AND CAP
4 A5.0 F T
MURPHY BED
_< 00 a u n d rxi
ASSEMBLY ly
4 fp 2nd level 0 4' 8'
N
A5.0 C�
r— — — — 2
STOWAWAY
00 w a I k- i n F -T IRONING
C o co
C 0 L 11 1 STATON
LO p a n t r y 5 A5.0 6
2868 2868
T-1 T-2" 6-811 0 UJ 0
HE LD VERIF >
2668 PKT
+ W
_= > 0 f a m i I y NEW STAINLESS STEEL
C� 0 0- b a t h COUNTERTOP 0
00 0
bedroom Lu LO 0 THROUGHOUT WITH 0
00 LL 0 F— RAISED'V' EDGE
LO Pod>
SEAN JOHNSON,AIA
REVISION
N
00
!3p#
DATE
00
(0
r_0 3'-7" SIGNE
N
VERIFY
4'-2� 0 FLO
U-
F_ LLJ
i — L Z L>L C-0
- — — — — — P.JOHN
LLI 7
> k i t c h e n 0
00 00 **lam AR0093025
57< > uj OFFICE COPY
F I Az
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N 04
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00
CD
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STATE OF FLORIDA AR 93025
co bedroom 2 bedroom 3 LO
LO 00
ISSUE SET REVISIONS
04 d i n i n g SHEET NOTES:
1. ALL DIMENSIONS ARE TO FACE OF STUD UNO
c4 2. RE: STRUCTURAL DRAWINGS FOR EXTERIOR WALL STUD SIZE, SPACING AND NO. DESCRIPTION DATE
WOOD SPECIES
e n t r y 3. CONTRACTOR SHALL NOT SCALE DRAWINGS. FOR QUESTIONS REGARDING 1 SCHEMATIC DESIGN 060915
DIMENSIONS, PLEASE CONTACT ARCHITECT OF RECORD 2 SCHEMATIC DESIGN REV 0721 15
4. PER FBC R 309.2 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ATTIC
5,,Typ 3 PERMIT SET 100915
W1 MIN "' GYP BD. HABITABLE ROOMS SHALL BE SEPARATED WITH MIN
2 S
co X GYP BD;ALL STRUCTURE SUPPORTING FLOOR/CEILING ASSEMBLE HALL
0 Z� OWNER REVISION 010516
CD BE PROTECTED WITH "' GYP BD.
2
5. HARDWOOD FLOORING THROUGHOUT
6. BASE SCOPE INCLUDES PAINTING ENTIRE INTERIOR EXTERIOR
— 210 - 13 21058:� 111-0.1 211058� 6.1. COLOR TO BE DETERMINED. INTERIOR PAINT TO BE BENJAMIN MOORE
21058 5'-3" AURA EGGSHELL-TYP
EILING TO REMAIN TO
140T PARTOF co 7. BASE SCOPE TO INCLUDE SKIMMING EXISTING C
SMOOTH FINISH
8. ALL EXISTING WALLS RECEIVING STRUCTURAL MODIFICATION TO RECEIVE
THIS PER 01T 2 32'1-6" SMOOTH FINISH AFTER GYPSUM BOARD REPAIR-LEVEL 4
A3.0 E3 9. PROVIDE ALLOWANCES FOR ALL NEW PLUMBING FIXTURES
10' PROVIDE ALLOWANCES FOR TILE FLOORING AND 50% OF WALLS TO RECEIVE
TILE IN BATHROOM
Y
10'-3" 6'-0" 6'-0" 10'-3" 4" 11. ALL NEW WINDOWS TO BE EQUAL TO PELLA ARCHITECT SERIES WITH TRUE
DIVIDED LIGHTS
59'-0" (+/-) EXISTING-VERIFY 12. PROVIDE ALLOWANCE FOR MURPHY BED KIT IN KIDS SPACE
f loor plan
floor plan 1st level 0 4'
scale 1 /4" 1 '-0"
A 1 . 1
lee residence
1703 park terrace east
atlantic beach , fl
- - - - - - - - - - - - - - - - - - - - - - - - - -
..................................-
F........................... .......................................... ..................- .............................. .......... .............. ...........
CONTINUOUS HALF ROUND
------------
GUTTER
L-1
W/ROUND DOWNSPOUTS
(GALVALUME FINISH)-TYP
..............................
s e a n johnson
6 12
arch itect llc
2 2
—A
A 3.1 67 mediterra ave
------------ ponte vedra , fl
F-1
9 12 9 12 >
—---------
.....................
0
................ .............
----- .....
... ....... ...- - - - --- ------ ------- ---
.......................
w
----------------------------------:
............ ------- -----------------------.........................
CONTINUOUS HALF ROUND
. ............
W/ROUND DOWNSPOUTS
......................
GUTTER
............. ........... .................. --------------- _
(GALVALUME FINISH)-TYP ............................ ------- ............
NOTE: DOWNSPOUTS T
HIS AR
PIPED BELOW PATIO TO REAR 0
------ ....... --- ----- ....... . ......
------ ------
GUTTER VALLEY SHIELD
---------------------
...........------------------------- .........- .................... -------------- ------------------------------- --------------- ---------------------------------
..........
.......... ---------..............
9 - 12 9 12 .......... . .............
KICK-OUT FLASHING
A3.1
-----------------------------------------
-------- ............- - - - ---------------------- - -- ----- --------------------------------
— — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
...... .......
CONTINUOUS HALF ROUND
>
ui
UTTER
ROUND DOWNSPOUTS
— — — — — — — — — — — — — — — — — — — _j
0 KICK-OUT FLASHINC -------
ALVALUME FINISH)-TYP
................
9 12 roof plan 2nd level 0 4' 8'
(\9 12
.............
.........................................................
0 �sc a I�el 4�' = V�-0
--- ------- .. .........
-------------- . ....
............................... ------------------------- ......... ---------------- ............................... ----- -- ------ ... .................................................................
ROOF VENT CALCULATIONS:
. ..... .............:..............
1 THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA OF
LINE OF PITCH BREAK THE VENTED SPACE
ui
-------- 2. AT LEAST 40 PERCENT BUT NO MORE THAN 50PERCENT OF THE REQUIRED
VENTILATION AREA IS PROVIDED BY VENTILATORS IN THE UPPER PORTION OF
THE ATTIC OR RAFTER SPACE
3. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE
RIDGE OR HIGHEST POINT OF THE SPACE MEASURED VERTICALLY WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED AT THE EAVE OR CORNICE
VENTS SEAN JOHNSON,AIA
. .......... ..........
4. 4 FT OFF RIDGE VENT ASSUMED TO HAVE 140 SQ IN VENTILATON
...............
AREA 1 (AREA OF VENTED SPACE OVER SINGLE STORY PORTION):
--------------------------------------
. .................
N 2,255 SF
.............................- 0 a 2,255 SQ FT X 144 SQ IN 324,720 SQ IN OF FLO
4 ' 0 RV L4. - REQUIRED VENTING: 324,720 300 1083 SQ IN VENT REQUIRED
(.0
1083 SQ IN 2 541.2 SQ
V CO
P.JOHNS
..........
541.2 SQ IN VENT AT RIDGE 541.2 SQ IN VENT AT EAVE
...................-
(3)4 FT OFF RIDGE VENTS REQUIRED
RIDGE, RIDG E
AREA 2 (AREA OF VENTED SPACE ABOVE MASTER):
ARO
93025
...... ....... It
v�
625 SF
625 SQ FT X 144 SQ IN 90,000 SQ IN
REQUIRED VENTING: 90,000 300 300 SQ IN VENT REQUIRED
300SQIN/2= 150SQIN
ARCHITECTURAL ASPHALT SHINGLES-TYP
150 SQ IN VENT AT RIDGE 150 SQ IN VENT AT EAVE
(2)4 FT OFF RIDGE VENTS REQUIRED
(0
CNI
STATE OF FLORIDA AR 93025
..............
ISSUE SET REVISIONS
NO. DESCRIPTION DATE
.........................
1 SCHEMATIC DESIGN 060915
6 1 2 6 12
2 SCHEMATIC DESIGN REV 0721 15
< >
ROOF PLAN NOTES:
3 PERMIT SET 100915
1. TYPICAL ROOF OVERHANG 12"
2. TYPICAL GABLE OVERHANGS 6" OWNER REVISION 01 0516
3. ALL GUTTERS TO BE HALF ROUND GALVALUME W1 ROUND DOWNSPOUTS
4. PROVIDE (2) LAYERS ROOFING FELT WITH 3:12 ROOF PITCH OR LESS
..............
.............................. ............ ..............
-- -----------
..............
5. ALL ROOFING MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPROVED MANUFACTURER'S INSTALLATION INSTRUCTION
6.
7. ATTIC ACCESS TO BE MINIMUM 22"X 30"CLEAR
T
4
THiS P
E: : MH
H .
CONTINUOUS HALF ROUND
GUTTER .0 T.
W/ROUND DOWNSPOUTS
(GALVALUME FINISH)-TYP
CONTINUOUS HALF ROUND OFFICE COPY
A3.0 GUTTER roof plan
3.1 W1 ROUND DOWNSPOUTS
A3.1
(GALVALUME FINISH)-TYP 0 4' 8'
scale 1 /4" 1 '-0"
Al . 2
lee residence
1703 park terrace east
atlantic beach , fl
L LLL�L sean johnson
architect llc
ARCHITECTURAL ASPHALT SHINGLES
H
L-L-L-Li L L-Li-L-----L--L
1-6 X 3-4 GABLE VENT
L-L—;—
T
67 mediterra ave
L
LL—
ponte vedra , fl
: L
HARDI PLANK SIDING
--LLL
6 LILL LLLLL� ..L-�— LILL— LLLL�
.............................
-LiL
L74 EL. 1
NEW WOOD SHUTTERS W1 PAINT
----------------- .. . ..............................
FINISH-TYP. LLL :
EXPOSED
(HEIGHT HEIGHT OF WINDOW) ...................7 ........... LILL :
......................................... -- - -------------------------------------- --------- .. ............................ ..........................- RAFTER TAILS W/
(WIDTH 1/2 WIDTH OF WINDOW) ................................ . ................. ----------------------------------------------------- ...............- .......................................... .............
-------- PAINT FINISH-
................. ------------------------------------------------------------------------------------------------------ ---------------------------------- ............- ........................... .........................
.......................- ..................... - --- ------------------------------------------------------ 9
zo
TYP
................................................. .............................................
............. - ----------------------------------------------------------------------------------------------........... ..................................- ................. ...................... -------------------------
............................ ... ----- ........................ ........................ 5V CRIMP METAL ROOF PANELS
METAL ROOF
........................ ........- .................... ----------- -- ---------
.......... - ------- ........................................... ........................................................... --------------------- ------------------------------ ................................. ..............................................
EL. 9'-10 3/4"
fill EL. 9' 4"
.....................................................
FA—LSE BRG 12 ..............-----------------------------------------------------------------------------------------------------............................................................. tj
-NOT-PA... ............................................. ----
31
----------------------------- --------- ------------------------------------------------------------ ------------------------------------------------------------ ......................... ---------------------- ............. .............. ...............................
EL. 8'-4" ------------ EL. 8'-0'
FALSE-BRG 6,150—RCH-
.............
......................................... --------------.............................................. .............................- ............................ ........................... ........................................... .............
EL. 8'-0"
........... ...........
......................................... .................................................- W/PAINT FINISH
.......... ---------------...........
EXISTING BRICK- PAIN FINISH
...... ... ... ... . ......
--------------- -- ------------------ - - .................... ..................................- TYP.
NEW 6 X 6 WD POST&RAILING
-------------------
9: MINIM
W/PAINT FINISH -TYP co
..........--------------------------------------------------------------------------------------- ....................................... -------------------------
--------- .... -----------
7E ........................................................... ----- 7
------------------------------------.......
-:-7 ... ........... - -------------------------------
.......... ...... ............................
................. --------------------------------- -----------------------------------
HARD] TRIM W/
:... ....... ......... .......
.......................................................... ------------------------------------------------------------------------
PAINT FINISH
............
.........................
0. j-- L : j L_=-� 1 : 7 1--- '-� . ���::�-- I - - : -7- � I i -- �:�- :� �
.......... ........ ---
�A Ij
EL. -0.1 ................... ..................................- ..................................-
........... ..........
. ..... ....
EL. 0'-0"
------------
: .......................... ............
................. ..................................
front elevation new 0 4' 81
scale 1 /4" 1 '-0"
ARCHITECTURAL ASPHALT
SHINGLES
SEAN JOHNSON,AIA
ARCHITECTURAL ASPHALT 1-6 X 3-4 GABLE VENT
SHINGLES
... ... ------------- ------- ....... ......
--J ----------- .......... ---------- u .... ..... --- L J
HARDI PLANK SIDING OF rto
T
12
EXPOSED RAFTER TAILS W/PAINT
NEW WOOD SHUTTERS W/PAINT P.JOHNS4'.
........ ......
777777
........... --- --- ................ ------ ................ ..........
FINISH -TYP ...................
T FINISH-TYP.
: (HEIGHT HEIGHT OF WINDOW)
....... ----
----------- ---- ------ ---- -------- ---------- -------- ........ .. .... ...... .. ....... ......
------ ...... --------- .... i �. - - ; : : : :
7
(WIDTH 1/2 WIDTH OF WINDOW)
AR0o930
--------- -------- .... . . .......... .. .... J
------------- .......... . .. ................ ----------------------- .................. .......]-� --I I ---- 1... -
....... ........- - --------------------
0
- --------------- ------- . ....
..... ... .. . ...... .......... ...... ....
.......... ...... .......... ............... ...
................... -------............... --------------------------------- --- -----------
5V CRIMP METAL ROOF PANELS
.... .....
... --- ----- --- ---- ... .... .......... ....
... ---- ------ A
NEW HARDI FRIEZE BOARD .. . ........ .............. .... . . ..... .. ..... ........ ...................................... ---------------------------------- ------------------------------------------------
EL. 9'-10 3/4
T
W/PAINT FINISH-TYP
.................. ------------- .... ........ --------- .......... — - — - — -
.. .... .....
FALSE BRG
J
771!T
EL. 8'-0"
EL. 8'-0"
- ----------- ------- .. .............
u 1-u u u u u u u u u U STATE OF FLORIDA AR 93025
EXISTING BRICK-PAINT FINISH
...... .......
- ------------
..................
-:------------
NEW WOOD SHUTTERS W/PAINT
--------------------------- ..........
------------
............ NO. DESCRIPTION DATE
-TYP. .... .. ... ......
FINISH ... ............. . .....L...
�r - -. (� � �-T--�.... .......
IT FINISH -TYP 91
W/PAI
...............
............
1 SCHEMATIC DESIGN 060915
-T1
... .......
MEE
...........
................
0721 15
2 SCHEMATIC DESIGN REV
7mmli . ... ..... .. ... .......... . .. --,I
...........
............
-E� ....................
P
EXISTING BRICK AINT FINISH 3 PERMIT SET 100915
...........
: ................ ....... ............
........... .........
01 . . .... ...... .... EL. 0'-0
EL. �L..-.L � : --L...... .. ........
------------------------ ........ ------- ..............
....... :--------------------------- 7� Z� OWNER REVISION 01 0516
...............
2 right elevation new 0 4- 8.
scale 1 /4" l '-O"
OFFICE COPY
e I e v a t i o n s
f ront & right
new
12
�m m
22
F P�q
P.J
'St�'t4 OHI
A 2 . 0
lee residence
1703 park terrace east
atlantic beach , fl
WP
(t) LVJ
AFCI AFCI 0I AFCI
F — — — — — — — — — - -
F
- --�\ sean johnson
CLG m a s t e r architect llc
co /Cr 67 rn e d i t e r r a ave
ponte vedra , fl
01i AFCI
AFCI
-�3�- 912
garag-Le_ _ _ _ _j
0- -C�
GFCI
CLG Q- c I o s e t
- - - - - - - - - -
L -1 b aA�h
AFCI 4
L
FA
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GDE)Eii
-T- T
Fd—S
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I-V is p a c e AFCI o-s-e
AFCI
m 0 d 22:111:222:1
T-1
WP laundry 4
- - - - - - elec plan 2nd level 0 4' 8'
@72 E] - -0
L- - WP
61D
ct L w a n F -IF
D/ pantry I L -1 11 L
electrical legend
0\E1 - - -0
GFCI OD —0 0
NEW RECEPTACLE
#)
b a-fh 0 if a m i I y GFCI NEW GFCI RECEPTACLE
bedroom 1
1 1 AFCI NEW AFCI RECEPTACLE
GFC SEAN JOHNSON,AIA
LL
0 WP NEW WEATHERPROOF GFI
I.. IS6. RECEPTACLE
\0—
b9 &F LU
H (D 10- 0. D EXISTING RECEPTACLE r- 9F Fto
ca
k i t c h e n Now TO BE DEMO'D
0 3: - P.joti
z �- 0 NSOV
- - - - - - - - 3 NEW 3 WAY SWITCH
--0 FINAL LOCATION OF $ NEW LIGHT SWITCH 093025
�JG F
FF C
S PENDANTS TO BE FIELD
LOCATED BASED ON TABLE
NEW CEILING
0 MOUNTED CAN
bedroom 2 00 bedroom 3 LIGHT FIXTURE STATE OF FLORIDA AR 93025
- NEW WALL
d i n i n g 0 MOUNTED LIGHT ISSUE SET/REVISIONS
FIXTURE NO. DESCRIPTION DATE
e n t r y (D SMOKE DETECTOR 1 SCHEMATIC DESIGN 060915
2 SCHEMATIC DESIGN - REV 0721 15
CARBON MONOXIDE DETECTOR
3 PERMIT SET 100915
M GARAGE DOOR OWNER REVISION 010516
GD
1 34 Ei 11 EXHAUST FAN
NOT PARIf OF TV OUTLET
THIS PERMIT F121
0 THERMOSTAT
PHONE OUTLET
4 > OFFICE COPY
e I e c t r i c a I
SHEET NOTES: p I a n
electrical plan 1 st level 0 4' 8' 1. EXISTING ELECTRICAL TO REMAIN NOT
SHOWN FOR CLARITY
scale 1/4" 1 '-0"
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c)
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38'-6" 20'-6" 9
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C) THREE-STORY:X 20"WITH (3)#5 BETWEEN COMPACTED
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r6 FOOTING, PER PLAN
1 9
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r-———— ——————————
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POR BARRIER OR EQUIVALENT
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TWO-STORY: X 16"WITH(3)#4
THREE-STORY:X 20"WITH (3)#5
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AND FOOTING/SLAB
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F ———————— ————— —————— ——— —————————- EN.
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TYP POST
FO&INGS STA-(E
.... .........4
4-———————————--- -———————————
7"
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GEOFFREY P.E.59328
t =TICE Copy
7" Of W..
33'-2" ----------
Sheet No.
f`�FOUNDATION PLAN
8"x8"THICKENED EDGE WITH
s 1 , 01
(1)#4 CONTINUOUS
18"x18"x12"DEEP FOOTING
WITH(2)#5 BARS EACH WAY
Frin 7�-:7
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a- 0
<
�§3.01 FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO.
STUD MATERIAL: 2x No.2 SPF, UNO. 9
!�R
HEADERS: L6
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X L: F_
a) W
-0 z
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO LD
E z W
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE a. U)
z 0
W >
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. -0 q
0 0 LU
-3 w U. Of
0 0 Of
/4 HEADER NOTATION IS: co W LU
NS3.01) Lu :)
co
(3)2xl 2 4:2 NUMBER OF PLIES IN HEADER . . .
(2)2x6 1:1 -�01 NUMBER OF KING STUDS
.-),2x6,2:1
C6 rlL
9 9
Lu
NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
z
0
SHEAR WALLS: �5
>
w Z Cli
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
2 (3)2xl 2 4:2 NS3.01)
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FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
EXISTING HEADER
WITH 10d NAILS AT 3"O.C.
TO REMAIN.
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NOTES: Sheet No.
1. TRUSSES BY OTHERS.SEE TRUSS NOTES ON COVER SHEET
FOR SPECIFICATIONS.
2. LAYOUT SHOWN IS SUGGESTED.THE TRUSS MANUFACTURER
MAY ADJUST LAYOUT AS NECESSARY. S2 , 02
3. ROOF PLANES SHOWN ABOVE ARE FOR REFERENCE ONLY.
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SEE ARCHITECTURAL ROOF PLAN FOR TRUSS DESIGN.
4 OF 7