91 Ocean Breeze Drive CONC. MONUMENT 50' 1/2" IRON PIPE
- T �14" OAK
I I
O 10" PALM
DESIGN CRITERIA All deli n er "Standard Building Code", VNOOD STUD REQUIREMENTS - EXTERIOR_ WALLS. Unless otherwise noted ( I s" OAK
9 p
unless otherwise noted: on the drawings the following shall apply to all exterior walls: i 10 CATCH BASIN s" OAK
12" OAK I
(DEAD) 0 8 OAK 6' MAG
I ( O O s" OAK I
14" OAK
1. LIVE LOADS: I I STEEL TROWEL FINISH � � �
1 . 8' MAX. HIGH EXTERIOR WALLS -- USE 2x4 STUDS 16" O.C. 10" oAK
WOOD FLOAT FINISH 2--10" OAK
Sloped Roof
------ ----- -- - -- ---20 PSF (12" O.C. ON FIRST STORY OF TWO STORY). I , 0 6" nAK 20' B.R.L. (remove) ,
9.15+ (remove) + 9.98
I
Second Floor-------------------------------------------40 PSF
Use 2-2x4 studs continuous on each side of 2' through 4' openings.
I � I
I vi I I deck 2-8" OAK
2. WIND LOADS (1988 Edition-Standard)-- --- ------110 MPH Use 3-2x4 studs continuous on each side of 4'---2" through 6' openings. W I � -d a
(1 DEAD)
ta:l LJ o (remove) I
3. ALLOWABLE UNIT STRESSES: Use 4--2x4 studs continuous each side of 6'-2" through 8` openings. I a I i 1 " SLOPE
I p 1
Concrete (Design per current Edition A.C.I.) Use 5-2x4 studs continuous each side of 9' through 12' openings.
All Concrete-----------------__---_-__f c = 3,000 PSI ' �1
I I 9.06+I
-
Structural Steel (Design per current Edition A.I.S.C. :2. 8'----2" TO 9' HIGH EXTERIOR WALLS - USE 2x4 STUDS 12" O.C.
I
S u ( g p ) (USE 2X6 STUDS 12" O.C. FOR FIRST STORY OF TWO STORY). I I
All Steel shall be ASTM A36 unless otherwise noted. FINISH FLOOR EL. 11.30 ,
3' FENCE o �(rva
remove) 2-10" OAK
r I I � ....� - ----- remove
Use 2-2x4 studs continuous each side of 3 (or less) openings. - re OAK)
Timber (Design per current Edition National Design
�(ramove)
Specification for Stress--Grade Lumber andits
KD Use 3----2x4 studs continuous each side of 3'---2" through 5' openings. I INC. SLAB--
Fastenings)-- --- �------------�-_----- -Sou. Pine No. 2
Use 4-2x4 studs continuous each side of 5'-2" through 8' openings. I I + 9.73
Glued Laminated Timber---------------------- -Fb = 2,900 PSI I I
Use 5--2x4 studs continuous each side of 8'-2" through 9' openings.
4. SOIL_ BEARING DESIGN LOAD----- ----------------------------- 2,500 PSF ( I "
Use 6-2x4 studs continuous each side of 9'-2" through 12' openings.
gI � 12 PALM
I (remove) '
PROPOSED BUILDING I
.3. 9' 2" TO 10' HIGH EXTERIORS - USE 2x6 STUDS 16" O.C. 0 I I 7.57+I +8.31
Use 2-2x6 studs continuous each side of 4' through 7' openings. Q
GENERAL .-STRUCTURAL NOTES:
Use 3-2x6 studs continuous each side of 7'-2" through 12' openings. ►� I I FINISH FLOOR EL. 12.30 I Y h
'te for exterior stud walls.
1. Unless otherwise shown on the drawings minimum coverage for 4.
SPF Standard and Utlllty grades are not perm) d W \ I l
concrete shall be as follows: ;5. All exterior walls and double top plates shall be Sou. Pine No. 2KD. _JI I 14" DIA OAK *8'31
(remove)p OAK
- --- --- - - - -- -- -- - --- CENTERED 16. Gable end trusses are not permitted. �remove)Slabs an Grade
m I
6" OAK tD
i position with standard 7• All studs shall be continuous from bottom plate to top plate. -r-W- �(
I secure) n i (embeK J) (remove)
OAK
2. All reinforcing shall be held y p
accessories during placing of concrete. W I I (remove)
12" DIA OAK + 8.56
,
3. Splices in reinforcing, where permitted, shall be as follows; (revue)
I I I
I I I
Welded Wire Fabric-------------------- ------_6"
I I I 12" DIA OAK
All others-------- -------------------------------- 40 BAR DIA.
I I
I entry (remove)
+8.73 ,
4. All structural openings around or affected by mechanical electrical ( 113" DIA OAK ' �,i�P R O v D
I CITY
and plumbing equipment shall be verified with equipment purchased O. + BUILDING OFFICE
ATLANTIC i
I I I
before proceeding with structural work affected. ' FINISH FLOOR EL. 12.05
I 20" DIA IOAK I FEB o '. 1994
I I 0 12" DIA OAK
5. All floor and roof trussses shall be designed and fabricated in I -
accordance with latest edition Standard Building Code 7. I
i I
--� I BY
.
Submit structural calculations and truss layout to architect
for approval prior to start of fabrication.
, I I E J
1 1 �
I ( I
1/2" IRON PIPE I , p
1
31'-6' B.R.L. FINSIH FLOOR EL. 11-89
9.15 I G�1e4P�N\N` 9
_.� r__ + �l ��
�
$.82 I E.J. I 111
side
WOOD FRAMING NOTES: \� '
16" DIA OAK drivay
1
All exposed wood framing and all wood framing in contact� FIRE HYDRANT i � C.J. TYP�_ �-.r--�-7'-6" JEA EASEMENT
with concrete, or concrete block, shall be pressure treated. _ ---.
RV
\ 1/2" IRON PIPE
4TER METER
2. All 1 /2" plywood sheathing shall be nailed w/8d galvanized - -�-- f - -� - --
nails at 8" o.c. at panel edges and at 12" o.c. at interior WATER VALVE nIq
SEWER --1i � E.J. 1/2" IRON PIPE ® ���
studs unless otherwise noted.
3. All exterior and interior walls shall be as shown on the drawings. ' JAN 2 41994
Provide blockingbetween studs as shown an the drawings. CURB INLET I 2'-s" i CONC. cuRe
I `
' wilding and Zoning
4. All door and window headers shall be as shown an the drawings. ( I I
LEGAL DESCRIPTION IS LOT 1 , "REVISED I 60' I
5. Provide and install galvanized hurricane anchors, joists hangers, PLAT OF OCEAN BREEZE" AS RECORDED 1---------- - - - ----- - -------- - _ _ --_ --
etc as per "Standard Building Code". 13M 11.30 MSL
IN PLAT BOOK 46, PAGES 51 AND 51A, OF 1/2" IRON PIPE
NAIL IN CENTER LINE OF STREET
6. Floor plywood shall be 3/4" thick laminated to the joists and THE CURRENT RECORDS OF DUVAL COUNTY.
to other layer with exterior grade adhesive. Nails shall be friction DRIVE
type spaced in accordance with manufacturer's instructions. OCEAN
+ BREEZE R Y E
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
NOTE: INFORMATION ON THIS SITE PLAN S I T E P L A N
TAKEN FROM BOUNDRY SURVEY DATED JULY 2,1990 GE
BY H.A. DURDEN & ASSOCIATES. SITE
ITE P LA�T-1\T BILLY M. ARZIE, ARCHITECT AR 0006448
JAN 2 � 1994 _- 1-�_ 770 East Coast Drive
SITE ELEVATIONS PROVIDED BY OWNER. SCALE: 1/8"=1 '-0" Atlantic Beach, EL 32233
(904) 249--4526
Building and Zoning
ACAD FILE NAME: THEOFAN\SITE
W
DATE: 12---1 -93 FILE N0. 9318 N
17'-4 1/2"
20" x 10" CONC. FTG. W/3-#5
YHEET
------------------------------ -- ------------------------------------------------------------------------------------------------------ —
)
---------------------------- --T- -------------------------------- ------------------------------------------1—T——————---———————————_————— I cr
LF
I IjII I j I I I I 4" CURB/THICKEN
SLAB W '#5.
4" CONC. SLAB W/6X6X10X10WWF
I I SLOPE 24 II
TURN DOWN SLAB ON MEMBRANE WATERPROOFING
101 W/2-#5. SEE
7 TRANSVERSE SECTION.
2-6" RISERS I I THICKEN SLAB W/2-#5 I I 10
12* TREAD
TURN DOWN SLAB
2/2-#5.
--------------- -/----------------------
12 ------- -------------------------------
-7-77
/ �-------------------------------------
L 12F-,/ ----------------------------------- --
II
L co
I I I (( I - 3'—s" I I I j I I I I
FFT `; II II li "�IL I I
co
20-1
BRICK SILL L ------
jl IL------- ---_—-----L --- ---
--- -------------- b
L7--------------
-_====r==- - ---- -- ---------------------- -t
------------------------------
2-6" RISERS --- ----------I r-- _ -_ ----------------------
& 12" TREAD
TURN DOWN SLAB W/#5 13'-8* V-10" 50-6m 2'-2" SLOPE 1/2- 1
i (Ll TV.
II I
BRICK SILL i t
r E.J. I I I I I I i t i
tcq 10 j l I I I I I
-0
-T 0
'0 L A
T- U)
1' SLOPE
TL
NOTE: SEE SITE PLAN FOR 101 RN DOWN SLAB L I----......w.._.........---
CONC. SLAB FINISHES. I I I I I - W/2-#5. SEE
TRANSRSE SECTION. i t I I
r------------ —————— -
II CLI I I II20
70
L___————---—`.---------——————————— ——Ll._.._ ———————————_----
L_--------------— ———---————————————————————------__._......._.___-1
12" SQ. CONC. �BLOCK
FILL CELL W/CO)NC,
ONE (1) 1/2* D)IA ANCHOR BOLT UTH
24"X24"X10" CONC. 6X6 GALV. C.B.
W/2-#5 E.W. 8" CONC. BLOCK <9)
9' 20#-6* 14' 1'-6 1/ 3'-6" 5'-5" 31-10" 10'-10" 17'-4 1Z2-
86,
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
FOUNDATION PLAN FOUNDATION PLAN - - - -
BILLY M. ARZIE, ARCHITECT AR 0006448
SCALE: 1/4!'=1 '-0" 770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAME: THEOFAN\FOUND
DATE: 12-1-93
FILE NO. 9318
86'
16'-8" 2' -8" 23'-11" 13'-6" 2'--4" 6'-6" 20'--5"
4'-9" 7'-8" 4'-3" 4'-7" 2'--2" 9'-4" 2' 3'-3" 3'-3"
I I 1 I I I I \V
HEFT I r,
WP
6030 HS 6030 W5 SEE ELEVATION
R 2446 SH 2446 SH 2038 SH HB WP
FAMILY ROOM DW ABOVE WALL CABINET (TYP) N
T 11' HIGH CEILING PR t fi 0 BELOW WALL CAB. (T(P)
BEDROOM
r R R R I
-2Q
10 A a BREAKFAST FAN/LIGHT
6" I
PR 16 `n w
I
R R. STORAGE
o N FAN/LIGHT z w I
_ m 50 I ~
- `4° B 7 U¢ `~ F
a� R R "' GARAGE �U
PR 1fi f. FANLIGHT 28 ( b
of Q0
umi E N 3 B Tr 0 w in
a 7 R R R 2a ¢Q 'I
N
10 '`' TO 2ND FL �1-2" fi' 8" 5'-10" 2'- 4'--2" 2'�--�4" 53- 6' 0 1 2" 3'-4" 6'--3 1 2" 3 0
FLOOD LIGHTS DOWN 2 24 �
ISERS R R 3 3 R
3 I I 20 I 24 linen 24
I wH 28
N °E5 �- I bath bath
av PR 30 -4 F - m R F + ' I '�
20
'to to
GAS R
28 -
LL
3 o>
FPR 30 42" FIREPLACE PR 20 30
0 WN 2 N
. 3 R N
r'
PR 20 ISE 5 I yyp 2--2046 SH 2-2046 5H
d-
z 3
V)
DECK - -=_^— COVERED NTRY
M
30
N - -
00 O
NI I I I �� FOYER
— Q I I I I ,� A
Q7
10
x LIVING ROOM TO EXT. 24
0 ov11' HIGH CEILING I I c DINING I I LIGHT L _-
0 I I 7 10 CEILING I I COatS
I I I I (2ND FLOOR)
9' CEILING I
UP
6030 HS 6030 HS 2046 SH 2846 SH 2046 SH j�,ra, 1$ RISERS
sti
GAS OUTLET AC AC I -
2-1$46 SH
1 I
MEET I I I
I I I
I
I I i
I I I
11'-10" 4'-2" I 7'--8" 7'-8 1/2 2'-8 1 2" 2'--8 1 2" "
/ / 1 -4" 8--2 1 -4 5 7--4 5'-0 1 2"
9' 20'--B" 15'-4 1/2" 3'-6" 5'-5" 3'--10" 10'-10" 17'-4 1/2*
86'
FIRST FLOOR PLAN
SCALE: 1/4!'=1 0"
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
FIRST FLOOR PLAN
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
Atlantic Beach, FL 32233
(944) 249--4526
ACAD FILE NAME: THEOF'AN\1FLOOR w
w
DATE: 12--1-93 FILE NO. 9318 N
,v
12'--9-_._... _ - 13'-4" 2'-4" 5'-4" 2'-4" 14'_'8".
I I I I I 1'-6"
12" SQ. COLUMN HEFT
6030 HS 6030 HS ( I 403p HS I SAFETY GLASS 20"x6Ow FIXED 6036 HS / ------ -- ---
__ --I ---------_ ------ --_- ---..____ -- \J
Cm
\ TO 1ST FL.9
I �
\ r 4
I \ I I CIDI /
En BEDROOM 2 50 bathi 5o BEDROOM 10I
SITTING ROOM I E I / i
\ FAN/LIGHT
I IIL
FAN/LIGHT I 24
/ I
\ FAN/LIGHT I
Q F.D.I 1 p" ¢ 24 R24
/ \ DRESS
P RC
/ JT I
/ 2s
0
a a ineh
28 _ Y__- --- 28 28
�o
I / F R \ R ' R R \ R \Z / x¢ �\ I
/ \ hall / 9^'" \ \ w�
° ° PR 26 4 \ / 40 \ \•
00
attic
cess IN C
0 \ � L-`°-�// -'�----------I _.. ...__.._---.____- -_._---_..__________-�
V
'00 \ I `�0 28
R R ---
/ LAUNDRYI
" R \1 W — RI
w / n LI I
iv F.D. W_,-_.L ___ \ a I
I O VENT THRU FLOOR a I I
o 0: I / JOISTS TO EXTERIOR.
o \I j
I z4MASTERBEDROOM
r-I
/ 20 I _
/ S O W e TO 1 ST FL.
_ � -- _--- - ----- R `� R SWITCH -
/ HEAT
/ R R R R LIGHT ba
ROD
� & FAN
DOWN /
GLASS BLOCK SEE EXTERIOR ELEVATION
\ 18 RISERS 40
I
\ 2-1846 SH /
D W BASE CABINET
H EEf
EXTENDED DRIP EDGE
LAUNDRY ROOM ELEVATION
I I I SCALE: 1/4" = 1'--0"
I
9' 16'-4 1 7'-8 1 4" 8'-p 1 2" 2-5 1/1* it-6a 3-6n5#-6" 3--10"
86'
NOTE: RUN ALL PLUMBING VENTS TO
TO EAST SIDE OF ROOF RIDGE.
RESIDENCE FOR
SECOND FLOOR PLAN PAUL S. & ANNA M . THEOFAN
-- SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249--4526
ACAD FILE NAME: THEOFAN\2FLOOR W
W
DATE: 12-1--93 FILE N0. 9318 N
HEET 2x12 ® 16" O.C. UNLESS OTHERWISE NOTED. WOOD TRUSS ® 24" O.C.
(1) SIMPSON WB106
O 2-2x10 2-2x10 .
2--2x10 2-2x12 2--2x12
J I II II II II Ij �
II II II
N Cq
a jt II
W
I I
F =T
I I I I 1/2w PLYWOOD BOTH SIDES OF WALL.
M � - J L___ C_ - � ci
0
o �I 1 1 I I I m tr
x x I II 11 N
ICN
L I
® II II Z)
—fi I I I
I �
I I I j� x a
N II II IL JI II iv
N _ L _ _ -- — _ — _ C _ _ — — -- -- —
m
o i ti� 2-- x10 ' 2-- x10 2x1 I I
12-242 2 1 1/2- PLYWOOD BOTH SIDES OF WALL..
2x1 I I 2 2x1 I I
2-2x10 6 R I L_ _- ___ r 1/2- PLYWOOD BOTH SIDES OF WALL.
x --I C- I t`.. \
I _
rn I I I I a 2--2110 \\ I Y
0° U -2x 0 2ffl,
2--2x10
m I I ---2x1° 2-2x10
/21 IPL ODD BO SIDS 0 WALL. (1) SIMPSON WB106
II o
KC„ --2x 2 n I I 11
I
N 2x 2 IDGIN ( ) �^ 1 1 1 1 1 I I q N
— (n
_ _ I
P.T. 6x6 W/GALV. 6x6 CB I I 11 � I I I �. 2-2x12 �� I `~ �
AND 1/2" DIA. ANCHOR BOLT ® I I _
II IL_
v /2" PLYWOOD BO SIDS WA 1iI �' L-1 r 'ti `j a
LJ
LICu
ry�ry
N
2--2x6 2-2x12
O 2 I I I , Fli '11711
II II II
N `N WOOD TRUSS A 24" O.C.
II II II \
1 " F LYWC 00E SIDE- OFI
I ALL
II
2-2x10 2-2x10 O 3-2x12 �o \ STRINGERS
7
P.T. 6x6 W/GALV. 6x6 CB 2-2X10
AND 1/2* DIA. ANCHOR BOLT
HEFT
SECOND FLOOR FRAMING PLAN NOTES:
SCALE: 1/4* = 1'-0"
1. DASHED LINES SHOW SECOND FLOOR WALLS.
2. ALL 1/2" PLYWOOD AND STEEL STRAPS SHOWN
EXTEND FROM CONC. SLAB TO UNDERSIDE OF FLOOR JOISTS. RESIDENCE F 0 R
3. THE POLYGON SYMBOL_ SHOWS LOCATION OF WALLS IN
ACCORDANCE WITH WIND LOADS COMPLETED BY WILLIAM T. MATHIs PAUL S. & ANNA M. THE 0 FA N
OP.E. WIND LOAD CALCULATIONS ARE A PART OF THESE
CONTRACT DOCUMENTS, SECOND FLOOR FRAMING PLAN
4. THE LINE SHOWN ON DRAWING AS IS THE LOCATION
OF 1/2" PLYWOOD ON INTERIOR WALLS. 1/2" PLYWOOD ON EXTERIOR BILLY M. ARZIE, ARCHITECT AR 0006448
WALLS IS NOT SHOWN. SEE TRANSVERSE SECTION SHEET 9. 770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAME: THEOFAN\FRAME w
W
DATE: 12-1---93 FILE NO. 9318 y
N
Com..
O �
\ z-zxl o _ z- 2x10
2-2x10 2-2x10 2 -2x1q z- 2x10 / { _ --_ -
--u _ ---� _-- _ _ --_ _ ---_ _ -.--_ -_ --_ _ -� .
\ \ / a
o
\ 0 '
I N
a /
\ / \ 0 I � �
N I
/ 2-2x10
a
/
N
i � I
I -.--------- --
/ I
N
2---2x10 2-2x10
Imo _
\ 2--2x10 /
ROOF FRAMING PLAN
SCALE: 1/4" V--0"
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
ROOF FRAMING PLAN
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAME: THEOFAN\FRAME
DATE: 12--1-93 FILE NO. 9318
...............
_ _
t
;I ILI
- °
G
LE
I\
� o
A rt______--
0 RD
oa
XRONT ELEVATION
L 4A
Izz, FiFT
f - FH T. 01 1 J �-
\ i
G
q.
MLA
I -
1
y
r��f¢ ,,tiVk -
rmr
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
WEST ELEVATION EXTERIOR ELEVATIONS
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAME: THEOFAN\ELEVAT W
W ]
DATE: 12---1-93 FILE NO. 9318 /
GALV. METAL. CHIMNEY TOP
CROWN MLDG
6" x 1" THICK TRIM
R --
1
8" x 1" THICK TRIM N
FIBERGLASS SHINGLES ON 2 LAYERS 15 LB
5" x 5" METAL FLASHING (ALL SIDES). FELT AND 1/2" ROOF SHEATHING.
nH nH ne..R
o
I
OD
CEILING
7 EAST WALL 7 NORTH WALL WEST WALL
FAMILY ROOM INTERIOR ELEVATIONS
SCALE: 1/4" W 1'-0
CROWN MLDG TRAY CEILING
CF)
CROWN MLDG
FINISH SECOND FLOOR
/rr �` � �_'_"�-- � ----•-•---•------_--- CEILING OPEN 6'�.8" CHAIR RAIL
LIVING ROOM
DINING ROOM WOOD COLUMN
1:71 2 r SEE NOTES ON NORTH ELEVATION.
FlNISH FlRST FLOOR 7 INTERIOR WALL OF DINING ROOM
SCALE: 1/4"=1'--0"
CROWN MLDG.
NORTH ELEVATION
N
SCALE: 1/4" 1'--0"
3'
WOOD COLUMN
ROOF VENT (TYP.)
FIBERGLASS SHINGLES ON 15 LB °a
FELT AND 1/2" ROOF SHEATHIING. is
CEILING
y INTERIOR WALL OF MASTER BEDROOM
SCALE: 1/4"=1'—O"
8" RADIUS
1"
EXP. JOINT# lull
12" FROM CORNER. o,
12" 5Q. COLUMN
FINISH SECOND FLOOR
CEILING
JITHI
FINISH FIRST FLOOR RESIDENCE F 0 R
FINISH GRADE
---- ---_-_--�_..�.�..�...�----------_�..��._ �_..�.�..�._________�._.�..�.�..�..�_____w�.�.��.w.�_w.�r _�
PAUL S. & ANNA M. THEOFAN
EXTERIOR ELEVATIONS
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
EAST ELEVATION Atlantic Beach, FL 32233
(904) 249-4526
SCALE: 1/4' = 1'-0"
ACAD FILE NAME: THEOFAN\ELEVAT2 W
` 8
DATE: 12--1-93 FILE NO. 9318 y
HUGHES TRUSS HOLD DOWN STRAP HD-2X
(1) AT EACH TRUSS.
WOOD TRUSS ® 24" O.C. 2x4 FRAMING
1—H1 TIES ® EACH TRUSS SUPPORT
FIBERGLASS SHINGLES ON 2 LAYERS 15 LB. FELT
i� ALUM EAVE DRIP (WHITE)
5 1 2
8 8 1
1" x 12 GAGE STEE=-L STRAP
1/2" CDX PLYWOOD `J
® 16" O.C. CENTERED ON EVERY WALL STUD.
12
2" ALUM VENT ()WHITE)
6 P.T. 1x2
2x4 COINTINUQUS 2x6 FASCIA
11"x3 1/2"
� 2x8 FASCIA
3/4"x4 3/4"
NOTE: USE (2) H-11 ® GARAGE & AT � 1x8 SOFFIT
FAMILY ROOM PROJECTION.
R
R-30 INSULATION
STUCCO
FIRESTOP
DETA,.IL
SCALE: 1 1/2* = V-0-
2x4
-0"2x4 TOP & DBL PLATE
DOWN CEILING - SEE FLOOR PLAN
2x6 TOP & DBL PLATE SPIB N0. 2
2x6 STUDS ® 24" O.C.
hall
Cn
MASTER BEDROOM 2x4 STUDS ® 16" O.C. SITTING AREA 3/4" STUCCO
R-19 INSULATION
5/8" PLYWOOD ''.° : MEMBRANE WATERPFROOFING
5/8" PLYWOOD
WOOD BRIDGING 2x4 BOTTOM PLATE FIRESTOP 2x6 BOTTOM PLATE SPIB NO. 2
0
O-
CL Q
■
Ma
. N
N
2x6 TOP & DBL PL SPIB N0. 2
FLOOR JOISTS — SEE FRAMING PLAN
METAL CHIMNEY
TRAY CEILING
2x4 STUDS 0 16" O.C.
2x6 ® 16" O.C. SPIB NO. 2
b BREAKFAST
b
LIVING ROOM
CABINETS
2x6 0 16" Q.C. SPIB N0. 2 2--2x10
MEMBRANE WATE�PROQFING
P.T. 2X4 BOTTOM PLATE W/1/2" DIA. ANCHOR
FIREPLACESILL SEAL
4" CONC. SLAB W/6X6X10/10WWF 1/2" PLYWOOD
P.T. 1X2 FURRING 16" O.C.
4" CONC, SLAB W/6X6X1 X0/1 OWWF . �.
• MEMBRANE WATERPROOFING x
1/2- DIA. ANCHOR BOLT 4' O.C. Sx8x16 CONC;, BLOCK
X 2—#5 WITH 2" DIA. WASHER. FINISH GRADE
4" 1b Ile
FINISH GRADE #5 DOWEL REQUIRED IF DISTANCE FROM MEMBRANE WATERPROOFING
FINISH GRADE TO FINISH FLOOR EXCEEDS 3 FEET.
SPACE 4' O.C. IF REQUIRED. EXTEND 6' INTO CONC. SLAM, RESIDENCE FOR
PAUL S. & ANNA M . THEOFAN
• TRANSVERSE SECTION
T T BILLY M. ARZIE, ARCHITECT AR 0006448
• 20" x 10" CONC. FTG. W/3--#5 T�AL I `I S V E R S E SECTION 20"x10" CONC. FTG, W/3—#5 770 East Coast Drive
1y Atlantic Beach, FL 32233
SCALE: 1/2" V-0" (904) 249-4526
ACAD FILE: THEOFAN\SECTION W
x9
DATE: 12-1 -93 FILE N0. 9318 N
TRAY CEILING
Y
1/2- GYPSUM BOARD
3 1/2" BATT INSULATION
WINDOW
LAUNDRY ROOM
1/2" GYPSUM BOARD
3 1/2" BATT INSULATION
0
i
FINISH SECOND FLOOR N
FINISH SECOND FLOOR
WINDOW
■
v
I-u'q
FINISH FIRST FLOOR
FINISH FIRST FLOOR
LA
WOOD BASE 1/2- GYPSUM BOARD
A SOUTH ELEVATION B WEST ELEVATION
SCALE: 1 /2 = 1 '---0" SCALE: 1 /2 1) - 1 '-0"
RESIDENCE FOR
PAUL S. & ANNA M. THEOFAN
STAIR ELEVATIONS
BILLY M. ARZIE, ARCHITECT AR 0006448
770 East Coast Drive
Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAME: THEOFAN\STAIR w
W10
DATE: 12-1-93 FILE N0. 9318 ul