1955 Beachside Circle ............... - - - - - - - - - - --
po
ceil. 0 ceil.
fan fan
V-
--- --------------------
bol ........................ ... .......
fcn—
lite �:�-Aown
up
rW H
�2
E[
ceil.
fan
S E C 0 N D F L 0 0 R
n
0 0 0 0
ceil.
fan
Arm 0
T H I R D F L 0 0 R RESISTANT RESIDENTIAL CONSTRUCTION SSTID 10-93
FOR A 100 MILE PER HOUR WIND LOAD
E L E C T R I C P LA N S
SCAIF 1/47 = l'—U* DRAm By J I M G I L L I A M wimm, 9/16/96
do DAM 8/26/96 1 PHommom 904 249 0072 1 ftrvtsm.
P E L K E Y B U I L D E R S I N C
A T L A N T I C B E A C H F L 0 R I D A mv" M.FJM OF 91
NINE
#3 W W
flood ri 2�1#4
. ... .. ood
E.F. to floods
3 & 4 to floods
3 & 4
ceil. 1@
fan
floor plug F
locate per
owner ceil.
fan
00
X
010
U7--
A-
r=--------------- -------
IE
-------------
A/C
— — — — — — — U9 COMP.
TO A/C
FLOODS COMP.
1 & 2
7
0 FFN
fIC-08 ---- -----
- - - - - - - - - ---
L/ - - - - - - - - - - -
L E D G E N D I
to floods ———————————————
PLUG 1 & 2
220 VOLT
SWITCH
RHEOSTAT SWITCH
3 WAY SWITCH
3 WAY REHOSTAT SWITCH
LIGHT
RECESSED LIGHT
WALL MOUNT LIGHT
IN FFm- m
FLOUR. CLOSET LIGHT f loodg
4' X 2' FLOUR. LIGHT F I R S T F L 0 0 R #2>0
FLOUR. UNDER COUNTER LIGHT
GARAGE DOOR OPENER
floodv
#2>0 FLOOD LIGHT
SMOKE DETECTOR
0 CARBON MONOXIDE DETECTOR
018 WATER PROOF PLUG
E.F.
13 EXHAUST FAN
ceil. CEILING FAN LIGHT
fan THESE PLANS DESIGNED PER STANDARD FOR HURRICANE
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
> PHONE FOR A 100 MILE PER HOUR WIND LOAD
0 CABLE
E L E C T R I C P L A N S
fan
U
EXHAUST FAN & LIGHT
�Ii toe SCALL 1/4� = l'—(f m" ffy i I M G I L L I A M WASM. 9/16/96
UNDER COUNTER FLOUR. DATE 8/26/96 mcw mAmm 904 249 0072 1 FMVtSM.
P E L K E Y B U I L D E R S I N C
A T L A N T I C B E A C H F 0 R D MAWIM NUUM OF
EIGHT
ALUM
ROOF VENT LA-
0
6
6 --7 z
Ld
cn
z
OFFICE <
STAIR TOWER 0 ir
BEYOND < w
C*4
_j r-
0 a 0
-1 0 -1
CD
C*4
0
m L)
w
>- m
w
b
w I y
co
CD z
co <
N w
IN,
co
wv)o
Zc)<
c 0
FX
DOC
GARAGE & BONUS �;z
ROOM BEYOND V)
L9 z
ANOD ALUM an 0
ROOF VENT J:
V)zm
cr 0 W
w C-)
r a.
0
LLJ
z w
MAIN V)w 2
SLAB LLJ e
ov)o
LLJ
SYNTHETIC
STUCCO ANOD ALUM WOO
mu W
ANOD ALUM OFFICE OF VENT m LL
N 0 R T H E L E V A T 1 0 N ROOF VENT Alum
LUJ Lj=uj
12
61
- - - - - - - - - - - - - - - -
BONUS ROOM ROOF
INTERSECTING WITH
2ND STORY ROOF
BEDROOM CANTILEVER MASTER CLOSET F-T-11
OVER FLORIDA ROOM CANTILEVER INTO
2 STORY SECTION
L /
SET ABOV
TIE BM.
PLATE
[CIE]
Lu ZHI
MAIN
SLAB
L - - - - - - - - - - - - - -
'\\ DOOR TO
SWING DOOR RIDA ROOM S.G.D. TO KITCHEN AREA OF 2 STORY
TO GARAGE AND BREAKFAST E A S T E L E V A T 1 0 N CEILING IN FAMILY CABANA BATH
AND FOYER
6 6
TOP PL
STAIR TOWER OFFICE ;o
BEYOND
OFFICE
FLOOR
ANOD ALUM BEDROOM
ROOF VENT 2
2ND FLOOR
MAIN
SLAB
GARAGE WITH SYNTHETIC FLORIDA ROOM CONC. WALK
OFFICE BONUS ROOM OVER STUCCO TO PATIO
-LLLJ LLWI S 0 U T H E L E V A T 1 0 N
000
12
i T
BOTTOM OF
2X12 RAFTERS
cy)
u-
cn
NOTE PL x
LL-A CHANGE IN, V)
m z
GARAGE TOP PL
GLASS BLOCK
IN MASTER BATH I
UijBONUS
- — — — — — — — — -- — — — FLOOR LLJ w
0
CANTILEVERED 0 0
BED ROOM F- -1 0
- — — — — — — — — — — — — — — — — — — — — — — -
c cn LL
E V4
Er CONC. LINTEL/
BOND BEAM
cn
m L)
<
cl. ra
LLJ w
co 0 1 1 >- m
w
b
LLj=Ljj MAIN N w .1 y L)
SLAB to
GARAGE DOOR CD z
w <
FRONT ENTRY BAY 0 DINING UP THESE PLANS DESIGNED PER STANDARD FOR HURRICANE co
SYNTHETIC CANTILEVERED RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 <
STUCCO STAIR LANDING W E S T E L E V A T 1 0 N FOR A 1 10 MILE PER HOUR WIND LOAD
0 0 0 1 /D 0
00
HDPT2 TRUE TIE
EA. TRUSS TO PLATE
OR BEAM BEARING
(SEE TRUSS PLANS
TPP4 TOP PL FOR GIRDER TRUSS
ANCHOR (8d NAIL EA. HOLE) CONNECTIONS AND
OTHERS NOT SHOWN)
SPT24 0 EA. STUD
TO PL CONNECTION
(not required 0
condition where HDPT2
C
C
71
S,
T
(11
C
clan be nailed to both
stud and plate)
13,
R 0 0 F P L A N 0 0
I SCALE : 1 / 40 = 1 0 - 0 - BALLON FRAME GABLE
SPT22 0 EA. CRIPPLE
TO HEADER CONNECTION
RTPGA1 6 STRAID MINIMUM WALL AND HEADER STUD REQUIREMENTS
EA. HEADER STUD
MAXIMUM HEADER SPAN
F3' 6- 1 9- 1 12- 1 1 1
NUMBER OF HEADER STUDS
UNSUPPORTED STUD
TPP4 0 EA. STUD
TO PL CONNECTION SPT22 EA. STUD WALL HEIGHT SPACING NUMBER OF FULL LENGTH STUDS
O.N. SEE FOUNDATION TO PL CONNECT10N
SEE WALL SECTION
FOR 2 ND FLOOR 10, it 2 2 3 3 3 3
OR LESS 1 er 2 2 3 3 3 3
24! 1 2 2 2 2 2
it 2 2 3 4 5 5
GREATER 1 If 2 2 3 3 4 4
THAN 10' 2,C 1 2 2 2 3 3 R 0 0 F P L A N & D E T A I L
TYPICAL 0 INTERIOR SCALE. N 0 T E D mAm By J I M G I L L I A M 9/16/96
FRAMING AND CONNECTIONS FOR OPENINGS LOAD BEARING WALLS DUE 8/28/96 mioNt wwmx 904 249 0072 REVISM.
S C A L E : 1 2 1 0 SEE WALL SECTION
N. 0 . T E S FOR OTHER CONNE I CTIONS THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y B U I L D E R S I N C
1.) METAL CONNECTORS BY SEMCO U.O.N. RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 DRAWW WAfM OF 9
2.) MIN. (2) 2X12 UNTELS FOR A 110 MILE PER HOUR WIND LOAD A T L A N TI C B E A C H F L 0 R I D A FIVE
57 -7'
SEE ELEVATION DOUBLE SHEAR PR 3050
SHEAR 1/2 ROUND & FIRST FLOOR SHEAR WALL 4020 WALL EYEBROW
WALL 2050 4050 2050 SHEAR WALL 3- .............
E3
OFFICE WALL
ABOVE]
WALK I I OPEN TO
IN I GREAT ROOM 29
CLOSET I BELOW BEDROOM 2
MASTER BEDROOM I POCK
I
0 le) 2'
TRAY
CEIL POCK
v
(3) STUDS OFFICE WALL (3) STUDS 0
ABOVE\ 51
RTPGAl 6
BEAM-M-STUD m
STRAP (2) EA. STUD z
La
z 21'
26 SHEAR WALL
5 1/8 X 13 1/2 LAM RTPGAl 6 :3 2 2'6
m BEAM-TO-STUD
STRAP (2) EA. STU D
2'4 1
I C A TliIW A L K
0M 2'8 STEPS AS
cj (n U) REQUIRED
>
cr
TEMP. MASTER BATH z co—
w 2'6
m 31: GLS z 81
V) SHOWER 3' OPEN TO 2#
2'4 (L FOYER
X 26
C
AJ2
POCK I BELOW 4'
77-
m TUB
cl
ELLIPSE BEDROOM 3
SHEAR WALL 2030 L-J I
4'X4'
GLS. BLX. 3r BONUS ROOM cn
SEE V)
;D
5,-g* ELEVS. (n
SHEAR PR 3060 EYEBROW SHEAR
50 WALL 149-6r WALL
39-5- 76-Er -ir 3:
19,
SHEAR WALL 3050 3050 3050 3050 SHEAR WAL4 cn
a a a
SECOND FLOOR PLAN I -- 0 13
SHEAR 2040 3040 2040 SHEAR
per owner L WALL 1/2 ROUND WALL per owner
OVER
0 F F I C E
U)
SHEAR WALL PR 2636 SHEAR WALL
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE
RESISTANT RESIDENTIAL CONSTRUCTION SSM 10-93
THIRD FLOOR PLAN FOR A 1 10 MILE PER HOUR WIND LOAD
to
SECOND AND THIRD FLOOR PLANS
wAsm. 9/16/96
DROM By i I M G I L L I A M
8/26/96 pmw mium 904 249 0072
39 1/4-
8/2�
P p
E L K E Y B U I L D E R S I N C
(n NW8M OF 9
T L H , F L 0 RI D A
ALT L A N T I C B E A C FOUR
40
_---LINES W/ WALLS ABOVE - SEE 2ND & 3RD FLOORS
OUTSIDE
SHOWER DIRECT 3060 WINDOWS SHEAR WALL
VENT & PARTIAL ROUND ABOVE CW1 6 CW16 CW15 CW15
PR 3050 EYEBROW 2030 SHEAR WALL SEE ELEVATION HB CAS. CAS. WALL CAS. CAS.
............................ 0- D. 3'
CONIC. LINTEL 2'4 1 CONC. LINTEL FRENCH
CW15
CAS.
C
3.
FRENC
CONIC. LINTEL CONC. LINTEL
OD 2'8
I POCK'I 5i
I x I CANTlLEVERED LO Lu
BREAKFAST
2ND FLOOR
FIRE
Lim
I PLACE
m I
PLAY ROOM BR #4 L
C I -j
CMTILEVERED;t GREAT ROOM 3: 0 FLORIDA
2ND FLOOR 2 STORY CEIL ROOM -j LO
C-4
ABOVE (n CL c3 LLJ
!� 0 z
26 00 p CL � 9
-1 0!4 0 0
10" r �4 V) 0 L)
40 2'8 (L 0 925 .2
100 0 En
0:
i� ir DIA CATWALK z
2'6 W
V) COLUMNS ABOVE Ln
;n 29 N
H Ln L)UJ
KITCHEN Z m
9-i---Ak 91 3, 30-,c in
m -7
4;
x 4X4 POSTS SET RND. COL 2$ 2'8 2'8 HB
risers INSIDE ON 1/2 WALL REFER. SHEAR SHEAR WALL
00 /i own WALL
IN. PANTRY ice
0 ly 3 1/8 X 11 LAM i ::I: —
PR 2'6 -- 2'8 #7 VERT.
,JHBL
2'6 ---\E�T WALK Z* Hl THESE CELLS
ABOVE-�,. WALL
;o
LIVING ROOM T;� i W)
FOYER y CEIL
I 1 4" CURB
V) 0— PER BUILDER
17 THESE a
BLOCK STEPS 0-1
Co— CE z .0
DOWN UNDER :D -
LANDING DINING !E ui
v) uJ 0
onc. ROOM a-z
lintel
CONC. LINTEL CONC. LINTEL
1 /9
I I I I I I I I I I I I III RIF- --------------- LIND 00
3060 SHEAR WALL 3060 —5 1/8 X 10 le. I I SINK L -i z
21* NTRY
5'-,C EYBROW CANIT. LAM
EYBROW Z� �4r, CELL;t
FILLED
0 13ELOW m CONIC. LINMEL
�305 _j=
LO MROW ----- ------
GARAGE
SHEAR BAY SHEAR ELLIPSE
CANTILEVER WALL 80, WINDOW WALL Iff V)
LANDING Mo
4050
>
W 0
0:0
z z
C14 W
2'-ICr 1l'-11" 5" 11-110
Al
0 C.)ui
z 0 V)
B 16' X 7' O.H.
+
CONIC. LINTEL v
7 VERT. EAR 7 VERT.
L
W�A
THESE CELLS L —THESE CELLS
2'-gr 16'-S' 2 -9"
16'-Y 7'-fr 5'-fr 17'-r 21'-9"
SQUARE FOOTAGES:
FIRST FLOOR 1630
SECOND FLOOR —1160
THIRD FLOOR 266 F I R S T F L 0 0 R P L A N
BONUS 363
TOTAL HEATED —3419 smL 1/47 = 1'-0" m" By i I M G I L L I A M REMSM.1 9/16/96
GARAGE 462 DATE. 8/26/96 PHow wmmm 904 249 0072 FEVISM.
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 6 U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD AT LA N T1 C B EA C H . F L 0 R I D A mWm mium OF 9
THREE
46
�CONCRETE
ILLS
SHEAR WALL SHEAR WALL SH
------m7
4! CONC. SLAB W/
6X6 10/10 W.W.M.
P)
ON VISQUEEN
=4
MTS278 MM27B
—J L
TYP. 40 POST
PAPGA44 POST ANCHOR EA
1 Cr X Ir THICKENED SH -SHEAR-WAU-
SLAB W/ (2) 5-S WHERE SHOWN WA
M,
:I 3,0tST #7 VERT.
Ir BLOCK FOUNDATON THESE CELLS2
WALL - FILL ALL CELLS
W/ CONC. - SEE WALL
SECTION FOR VERT. STEEL ;0
V) 2Cr X 1Cr CONC. FOOTING
W/ (3) # 5'S 47 THESE 4" CURB
TURN OUTSIDE BAR CE
AROUND CORNERS 2T (n --�-lrW X 16* DP
TURN DWN.
EDGE W; (2)
m! 5'S
SHEAR WALL
17
P) w 04
a. 31
m
on-on m V)
SHEAR WALL ' SHEAR
WALL
8' BLOCK FOUNDATION
WALL ABOVE SLAB -
5D
INN Sol I
W, # 7 VERT.
�Z*J—
THESE CELLS WA THESE CELLS
2'-9' 2'-9"
24'-1" 17*-4* 21'-9'
F 0 U N D A T 1 0 N P L A N
% x STUD-TO-PL CONNECTOR
ErD HEAD 3f O.C. U.O.N. SCALE : 1 / 4 ' 1 ' - 0 "
0 3:r O.C.
A
10
(2) 5-S
F 0 U N D A T 1 0 N P L A N & D E T A I L S
T H I C K E N S L A B D E T A I L SCALL N 0 T E D MON BY j I M G I L L I A M wAsm. 9/16/96
F
0
9 c a I e 3 4 1 0 09L. 8/26/96 PHomE mium 904 249 0072
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y B U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD DPKMM KAMM OF 9
A T L A N T I C B E A C H F L 0 R I D A TWO
FIBERGLASS SHINGLES ON
15# FELT
7/16* OSB SHEATH.
STAGGER JOINTS
INSTALL PER CODE W/
MET. SPACERS & 8d NAILS
6- O.C.Lr O.C. W/IN 4-
OF GAB ENDS) AT
ALL SUPPOR
TRUSSES 0 24! O.C. 20'-r
TRUSS TIE DOWN STRAP 04
11-10 11r Ek TRUSS (SEE DETAIL OUTSIDE SHOWER
SHEET 5) LOCATE PER CONCRETE PATIO
OWNER ,CONC.
....................... ........ STOOP
... .............................. 3' CONC.
. ..................... .
20' B.R.L WALK
... ................ \K1 F
Er BATT. INSULATION
ANOD
STUD-TO-Pl- ANCHOR
ALUM (SEE DETAIL SHEET 5)
iL
DRIP --------
EA. STUD L
0 1 -- -
'PROPOSED HOUSE J /TI
P.T. lX2
BATT. INSUL F070
SLAB ELEVATION PER CITY
P.T. 2X8 and 101,
FASCIA
ffoo
3r DIAMOND CONT. BLOCKING CUT
SCRN. VENT BTWN. 0 SHEATHING + IL----
is -,I
d 13 M---------------a-------a
24 " O.C. .... JOINT
LSD
*SYNTHETIC STUCCd* -----------
't>A/C
WATER PROOF ccd* 10, B.R.L""�
SYSTEM -----------
TYP. 2X4 STUDS 0 1 V* O.C. ------------ COMPRESSORS
. ..... (SPIB f 2 0 SHEAR
7/16 OSB SHEATH. r
WALLS) UPPER STORY Gr
W1 8d NAIL 0 Ir I
STUDS TO LINE W/ L--J
O.C. 0 EDGES & it LOWER STORY STUDS 0
O.C. 0 FIELD STUDS
SHEAR WALLS. 04
MIN. - INSTALL PER L
—————————--k' I
CODE W/ METAL ----------- 0
SPACERS TYPICAL
CANTILEVER
ABOVE 'o
31,C PLYWOOD FLOOR CANTILEVER
z
C) . GLUE & NAIL W/ 10d ABOVE
NAIL 6* O.C. 0 EDGES
wo C; & 1Z O.C. 0 FIELD 20' B.R.L "OK""N
10 CLZIN� in all
- on
+ L)
� -e�X- 3' CONCRETE
a 0 - - - - - WALK 20'
n B.R.L
0 0
cr w�- �- �
c'.1 2 ffi
V) A,P,PROVED
ol�X�s
0 CPY OF ATLANTIC BEACH
0 SOLID BLOCKING BUILDING OFFICE
46.89,
8 1996
MIN. 1/2" DIA. "A7 13OLT
0 21- O.C. & W/IN 6r (2) P.T. 2X8
OF CORNERS, EA. SIDE PLATE 16' CONCRETE
DRIVE
OF PL SPLICES BOND BEAM W/
OPENINGS & M SIDE
CONT. #5 T & B
19
GYP. BD. ON P.T.
:.,,----'2X FURRING W/
1 1/2 INSUL BTWN.
Er BLOCK WALL 81,
4! CONC. SLAB W/
6X6 10/10 W.W.M. B E A C H S I D E C 0 U R T
ON VISQUEEN
N�
E
GRADE VARIES ... .Xbs
CLEAN. COMP.,
CHEMICAL TREATED W
FILL DIRT
ir BLOCK FOUNDATION TYP. # 5 OR # 7
WALL FILL ALL CELLS 0 FlLI-ED CELLS
W/ CONC. SEE FOUNDATION S I T E P L A N
S C A L E 1 8 1 0
2Cr X lCr CONC. FrG.
W/ (3) # 5-S COW.
SEE FOUNDATION
L E G A L SITE PLAN & WALL SECTION
W A L L S E C T 1 0 N LOT 20, scm r N 0 T E D mom w i I M G I L L I A M rxvtsm. 9/16/-'96
9 c a I a 3 4 1 0 BEACHSIDE. DATE 8/28/96 M)w Nw8m 904 249 0072
ATLANTIC BEACH.
FLORIDA. THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 8 U I L D E R S I N C
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
FOR A 1 10 MILE PER HOUR WIND LOAD
DRAWW, NUUM OF 9
A T L A N T I C B E A C H F L 0 R I D A
ONE