13th Street 248 59 6'-3*
TYP. CONC.
SILLS
SH EAR WALL 14'-lCr SHEAR WALL
'50.
FIBERGLASS SHINGLES ON
15# FELT
7/16� OSIB SHEATH. -
/10 35'
STAGGER JOINTS -
INSTALL PER CODE W/ TYPICAL FILLED CELL
MET. SPACERS & 8d NAJLS W/ VERT. FROM
6" O.C.Lr O.C. AW�IN 4' FONIING TO BOND
E ........
0 F CAB NDS) BEAM
ALL SUPPORTS CONCRETE PATIO
16* WIDE X T OP.,
TRUSSES 0 2,'V O.C. 4____W/ (2) #5'S
11-1 1 2' TRUSS TIE DOWN STRAP
SEE FRAMING DET.
BLOCK FOUNDATION
WALL F1 LL ALL CELLS
12 ............ .......
..................................... ..........
6 T_
W
PROPOSED
20' X IT CONC.
TT.' 1,NSULATION FOOTING W/ (3) TWO STORY HOUSE
#5'S - TURN
ANOD MTS27B OUTSIDE BAR
D--TO-PL"ANCHOR
ALUM
AROUND CORNER
DRIP SEE FRAMING DET.
W 25' PD
BATT. INSUL
P.T. 2X8
.... 77
SHEAR ALL
P.T. 1X2 W�T
FASCIA
4� CONCRETE SLAB
-3* DIAMOND zd CO NT. BLOCKING CUT A�
2)( P�T. W/ 6X6 10/10 0
SCRN. VENT BTWN. 0 SHEATHING 0
24 O.C. OUTRIGOER JOINT W.W.M. ON MQUEEN
C
WATER PROOF
*SYNTHETIC STUCCO*
SYSTW
7/16 OSB SHEATH. F- -T-
W/ 8d ML 0 r L J
0
0.C. 0 EDGES & 1r
oil
0.C. 0 FIELD STUDS v
ENTRY POR
MIN. - I N STALL P ER
CODE METAL E
SPACE TYPICAL
GARAGE
3' CONQ
------- WALIK
1z ....
TYP. 2_X4 STUDS 0 16' O.C.
%0 wo Ci (SPIS # 2 0 SHEAR 5'-47
WALLS) UPPER STORY
+ STUDS TO UNE W/
LOWER STORY STUDS 0
3:
SHEAR WALLS.
0 0
CL
V) Mv)
cr 0 y_g*
0 01 3.
Cr. 16%1C MONOUTHI
FOOTING W/ (3) #5 3' 11cr
0 w C14
0 2V
S
OUD BLOCKING MTS2
CONCRETE DRIVE
36
R TIC
%E 0
F ATLA BEACH
MIN 1/2* DIA. W BOLT oil 0 5-
0 �1 O.C. & W/IN 6* 5C),
OF CORNERS, EA. SIDE mill
OPENINGS & EA. SIDE L7,' Story Shear W 7
2 STORY V.
OF PL SPUCES SHEAR 't 51-W
(2) P.T. 2.X8 WALL/ OBL SHEAR STORY 36
PLATE WALL -
DBL SHEAR
WALL
1 3 th S T R E E T
7—
Er BLOCK WALL
T E P L A N
ON VISQUEEN
4:' CONC. SLAB W/ is \x/
6X6 10/10 W.W.M. C A L E 1 1 0
P.T. 4X4
6* SQUAR POST INSIDE
w L E G A L CEIVED
PIER - FILL ROUND COL
CELLS LOT 6.
W/ CMP44
W
in BLOCK 4,
CONC.
FEB 3 1997
GRADE VARIES ATLANTIC BEACH PARKWAY,
UNIT NO. 2.
CLEM CELQ., ATLANTIC BEACH. Cit of Atlantic Beach
VERT. IN ONE
CHEMICAL TR FLORIDA.
DIR Ilding and Zoning
A LL 4n
TION TYP. 5 OR # 7
8" BLOCK FOUNDA V)
0 FILLED CELLS & BLOCK WALL
WALL FILL ALL, CELLS
PILASTERS - SEE F 0 U N D A ,T...I ' O '.'N P L A N THESE RLANS DESIGNED PER STANDARD FOR HURRICANE
W/ CONC. FOUNDATION FROM FOOTING RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93
TO BOND BEAM -
_s C A L E.: - 1 4 1 (r FOR A 1 10 MILE PER HOUR WIND LOAD
2e X I Cr CONC. FTG.
W/f _(3) # 5-S CONT.
SEE FOUNDATION SITE, FOUNDATION, SECTION
L7W A L L S E C T 1 0 N SCAM N 0 T E D DpAm ory M G I L L I A M
OMNI CAM 7/10/96 "40HE NVLR" 9G4 249 0072
3 C 0 1 3 4 1 0
SOUD GROUT SOLIDGROUr
2. 16'-r 29 HOUSE PLANS FOR DAVID SUZI ROGERS
W1 #7 VERT. W/ 1117 VERT.
EACH CELL EACH CELL
_LH
17-D 1
T
20,-e DR$WQ KAM" OF 7
A T L A N T I C B E A C H F L 0 R I D A
ONE
'7
0'
60-4C
4'-4* 4'-4e
14#-1 Cr
SHEAR WALL 40Q PR 3050
SH EXR WALL HB W1 REINF.
W/ SHEAR WALL 303o SHW
TRANSOM MULL
pf jp>r SHEAR WALL 4040 30 WALL
X x a' 30 at
x . ....................
GAS BULT-INS
FIRE
PLAQ E SH FLUE
ELVES
4- SHELVE�S
�A
F1
< PLANO
_Lj ROOM
MASTER BEDROOM
39
OFFICE BEDROOM #4
10 BEDROOM #3
.f7
UVING ROOM
PR 2'
3- In
x
SEE ELEVAMN
2 STORY
SHEAR
2'6
do j
*ALL\ 05 X 2,5 26
I r- POCK
10 3030 linen
TEmP
FIX
walk in pock 1 0("
2'
cloact to 6 1 lil a
pock walk in 20 2' BATH #2
closet 2-6 POCK
F
DINING Ari
A/C
2'8 T
20
linen a If
VVjI+1
0 6' 2*6 .1
FOYER" pock C N
transom L 2'
over 1") POCK
01 FACING PER
C REFER
2- OWNER
C BATH FX
FX
z
C STEP SHELF F7 RISERS
PI 5'-4" cut dwn ONLY
40 SHOWN
do-or D.W.
EWRY �/ 11 ji L
I' NOSE CL
ix-
KITCHEN
z
0 BEDROOM #2
2'8 o SINK/
01
20-7* 51 3'-1(r
OM EA 1 3:
z COOK
TOP &
BREAKFAST lj�
5 HOOD TREAD
CD V) -I i" '] U." 6 L
dry
_JL _J SIK STAI R D ETAJ L
LITE 0 0 (2)RO7 47/64 + (I)T*9 1/2 24.97 2,6
3*4 X 3'4 12 sLorys
SHEAR A 2
WALL GLASS STO 51--cr
BLOCK 3�' QBL S $HEAR 3040
WALL H D� STEP STORY - SHW S H EAR
;n 56 ... WALL WALL
3'-44 IV 2'a DBL Sri C-.V% WALL
WALL
39
x 3t_
0 0 PO H
\�.T. WOOD 71RE STOP
10
14
F I R S T F L 0 0 R P L A N
S E C 0 N D F L 0 0 R P L N
HEATED SQUARE FOOTAGE:
FIRST FLOOR —1280 (A
SECOND FLOOR -1064
TOTAL HEATED
23"
E
GARACS
I F . L 0 9 R P L A N S
Ile, - I'-Cr "4�lm W J I W G I L L I A M ACLIMM
SOLID GROUT 7/10/96
90i 242 4072
W/ 17 VERT 161-4* 21 SOLID GROUT ,
EACH C ELL W1 17 VERT.
EACH CELL THESE PLANS DESIGNED PER STANDARD FOR HURRICANE HOUSE PW�3 rCIR ' N�AD SUZI JIQQL�s
20'-e RESISTANT RESIDENTIAL CONSTRUCTION 5STD 10-93
FOR A 1 1() ' MILE. PER HOUR WIND LOAD
COOK
pr F7
ZEE - 177
FLLIE
r 7wF,
r,n:T
w Ik in
H I "ose, 2.
c
28 4
4
jgFR ERS
ONLY
0 & "A��p
0
2 'ory
2- 2-
A 7 L A N T I C DVMQ OF 7
j 9 E A C H F L 0 R 1 0 A
TWO
1.3
PRECAST PRECAST PRECAST
CONC. UNTEL CONC. LINTEL CONC. LINTEL
r-——————— r---I r-7
_j I
I I L
4--
1 Er DEEP
FLOOR TRUSS
0 2,V O.C.
1� rj
WALLS AsovE
4X4 CORNER
STUD -----------
TYP. PLYWOOD ------TYP. STUD
SHEATH.
CL r-I
r------- -----TYP. ROLLED STRAP
r- ADS2 HOLD DOWN STUD-TO-STUD
CONNECTION
L-:::::::, Lj J
cl 3/47 PLYWOOD FLOOR
5/8- THREADED ROD
TYP. FLOOR TRUSSES
(2� 12X`12
B 9*-11' PLATE
t I
Ix
< CONC. LINTEL TYP. !�TUD-TO-PLATE
0 ENTRY
CONNECTOR
W C3
(2j ILX 12 (L Z
HOOK VERT. BAR TYP. STUD
0
INTO LINTEL 12"
R ED HEAD
(L Z 8'-11" PLATE
<) �7
QL------
I TYPICAL BLOCK WALL 11
P.T. STUD-TO-BLOCK
PRECAST PRECAST
CONC. LINTEL
SEE WALL SECTION
CONC. LINTEL
IN
CORNER DEETAIL
--^A ( A
SCALE -3/4' 1'-Cr
-1=. [LZ
SECOND FLOOR FRAMING
SCALE . 1 / 4 ' 1 ' - 0 "
N 0 T E S
1.) MIN, (2) 2X1O UNTELS FLOOR FRAMING & DETAILS
2.) SEE FRAMED OPENING DETAIL
SHEET 5 FOR OTHER CONNECTIONS. N 0 T E D DPAWN 9Y i I M G I L L I A M
3.) ALL CONNECTORS GALV. SEMCO U.O.N. QATL 7/10/96 PHONE Km%m 904 249 0072
PRECASTCONC. LINTEL W/ TYP. BOND BEAM OVER HOUSE PLANS FOR DAVID & SUZI ROGERS
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE
RESISTANT RESIDENTLAJ, CONSTRUCTION SSTD 10-93 DftkWM NL&4" OF 7
H . F L 0 R I D A
FOR A 1 10 MILE PEI� HOUR WIND LOAD A T LA N TI C B E A
THREE
HDPT2 TRUE TIE
CHINMEY CAP EA. TRUSS TO PLATE
OR BEAM BEARING
————————— TPP4 TOP PL (SEE TRUSS PLANS
——— AN FOR GIRDER TRUSS
CHOR (8d NAJL EA. HOLE) CONNECTIONS AND
OTHERS NOT SHOWN)
SPT24 0 EA. STUD
TO PL CONNECTION
(not required 0
WDLE condition where HDPT2
can be nailed to both
3tud and plate)
C z
—LJ
I SPT22 0 EA. CRIPPLE
I TO HEADER CONNECTION
I
I
I
I RTPGA1 6 STRAP
EA. HEADER STUD
Li IL-————————
Lj—————————
ri n
I I TPP4 0 EA, STUD
TO PL CONNECTION
I L—————————————— U.O.N. SEE FOU SPT22 EA. STUD
Xi j NDATION
I ————————————— TO PIL CONNECTION
I I SEE WALL SECTION
it FOR 2 ND FLOOR
L
C
TYP- 1/-7" W BOLT
177
11 1 6' MAX 6- NAI
11
:1 0 11
. . . . . . . . . . . . . .
. . . . . . . . . .
FRAMING AND CONNECTIONS FOR OPENINGS
14 1
LLZH
11 TYPICAL 0 GROUND
S C A L E 2 0 FLOOR. LOAD BEARING,
OPENINGS — SEE WALL
11 SECT10N FOR OTHER
p 11 N 0 T E S CONNECTIONS.
if
I 1 1.) METAL CONNECTORS ErY SEMCO U.O.N.
U
L MINIMUM WALL AND HEADER STUD REQUIREMENTS
MAXIMUM HEADER SPAN
MSH2422
60 9. 12# 1,5# 18,
NUMBER OF HEADER STUDS
CPC44 \4/I
0. UNSUPPORTED STUD 2_ 2 2 2
WALL HEIGHT SPACING
NUMBER OF FULL LENGTH STUDS
CONT.- P.T. 4X8 PCM+4 MSHS418 10, 2 3 3 3 3
OR LESS 16" 2 2 3 3 3 3
24' 1
2 2 2 2 2
GREATER 2 2 3 4 5 5
R 0 THANI 10' 16' 2 2 3 3 4 4
0 F P L A N 24:' 1 2 2 2 3 3
SCALE ile
N 0 T E S
1 MIN. (2) 2X10 UNTO cz U.O.N.
2.) CONNECTORS GALV. SEMCO U-0-N.
R 0 0 F P L A N & D ETAI LS
3.) SEE FRAMING — SHEET 3 FOR OTHER
BEAMS AND CONNEC-171ONS. N 0 T E D WAM vy i I
G I L L I A 1A
4.) SEE WALL SECTION FOR OTHER DATE, 7/10/96 "'c'4 10� 914 249 0072
CONNECTORS AND HOLDOWNS.
HOUSE PLANS FOR UAVID & SUZI ROGERS
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE
RESISTANT RESIDENTIAL CONSTRUCTION SSTO 10-93 OF 7
FOR A 1 10 MILE PER HOUR WIND LOAD A T L A N T I C B E A C H F L 0 R I D A
FOUR
ON
V4 #3�>Q
ood floodC6
7-1
v Ire
place
to noods
I"4-
3 & 4
TO FL s Oil
L-L 3 & A
S L) I L D
coil.
fan ceil.
fan call. fan
fan floor plug
locate per
owner
1,Lij 1,
-K�
'e- ')i CHAND.
W.H. A/C
12 -KQ
OWNER W.H. t)
LOCATE PER
(1p
To
FLOODS
4-
Cr boll
UP
L E 0 G E N D
J)oi
L
1,010- PLUG L
N vi
1-/4 1 r"
220 \AXT
swrrcH L�j 1,
d
6;4,
ND RHEOSTAT fan
0.0- BE 3 WAY SWITCH
UiVoi:-:�Q Ct)tjb1T1: mKr
U)rA
D
rwuk- RECESSED LIGHT
00 WALL Mouw UcK
L 0
L L _j FLOUR. CLOSET LIGHT
fl00<k7 qp 7X 2@
12>0 4# FLOUR. UGHT
N1
FLOUR. UNDER COUNTER LIGHT
GARAGE DOOR OPENER
S E C 0 N D F L 0 0 R P L A N
flooda
12�>o FLOOD LIGHT.
IL4" SMOKE DErECTOR
TO FLOODS
1 21 O� CARBON MONOXIDE DETECTOR
L1 CP
04 WATER PROOF PLUG
EXHAUST FA14
F I R S T F L ' O 0 R P L A N
coil. COUNG. FAN LIGHT
fon
— — — — — — — — — — — — — — — — —
PHONE
0 CABLE
E L E C T R I C P L A N S
1/4* 1 Cr 0%4m ;r J I M G 1 1, L I A M
DAM mcm mm" 904 249 0072
7/10/96
THESE PLANS DESIGNED PER STANDARD FOR HURMCAW HOUSE .,PLANS FOR DAVID SUZI ROGERS
plqc
RESISTANT RMDENTIAL CONSTRUCTION SSTD' 10-93
OREN" WAM Of*-7
FOR A 110 MILE. PER HOUR ,WIND LOAD ,
8 E A C H
A J L A N T I Q F -L O-R I D A
FIVE
.7,_77
12
6
Li
U
BUILDER TO
SUPPLY SEPARATE
ENGINEERING FOR
CORNER WINDOWS
OR PLACE WINDOWS
MINIMUM 31_(r
FROM CORNER
'_�ANOD. ALUM. 12
ROOF VENT 6
u
SYNTHETIC STUCCO J
SYSTEM TYPICAL
OUTRIGGERS
0 247 O.C.
GLASS BLOCK
IN SYNTHETIC
STUCCO TRIM
PATIO
L E A T GARAGE BEYOND GARAGE
12
u Ll 0 ............... LI a u u _v
TYPICAL. P.T.
WOOD OUTRIGGER—
SEE SECTION
SYNTHETIC STUCCO
TRIM
V-6 3/4' SYNTHETIC STUCCO
FLOOR SYSTEM
SKY
LITE
u
DECOR. u u
BEAM
(:r DLA. Ll
COL 0
GLASS
T BASE 8 LOCK
BRASS
EXTERIOR T
LAMP
io
16' SQ. BLOCK
PILASTERS FILL E L E, V A T 1 0 N S
CELLS W/ CONC. EIEI
#7 VERT. --------
Dmmvr JIM �' ILLIAW
man 7
El El /10/98 ""q ff" 904 �49 0072
PREFAB. COLS, PANEL CARAGE DOOR
OR STUCCO Cln_ Up CONCRETE DRIVE HOUSE PLANS FOR DAVID & SUZI- ROGERS
ELLIPTICAL OPENING
MOUND P.T. 6X6 F N T E , V A T N
ORPER OWNER A T L A N T IC a DrAme mumm OF 7'
E A C H F L 0 R I D A
Z,�le
6;;�Z--------
ANOD. ALUM.
ROOF VENT
u u u u u u u u u JV— u u ____u
ANOD. ALUM.
ROOF VENT
EELU
u u u u u u u u u u u
TYPICAL VT
OUTRIGGERSZ
SYNTHEnc STUCCO
TRIM
CONCRETE
PATIO
GARAGE
ANOD. ALUM ' G ' 'H T, D' .E E . V X. T 1 0 , N
CHIMNEY CAP
SYNTHETIC STUCCO
CHIMNEY ANOD ALUM.
R0.0FNENT .
u u u u- u u - u u u u u u
TYPICAl-
OUTRIGGER
_j 'T
LINE WINDOW 6 3/4!
W/ 8' HIGH
FLOOR /*
WORS
LLLL
IE
E L E v 1 . 0 N S
A T
=AM Ile Jim GILLIAM
N 7/10/96 m"g KAMM 904 249 0072
\P
A'110 DOORS CONCRETE
HOUSE PLANS rOR DAVID SUZI ROGERS
JO GREAT ROOM PATIO TO MASTER BEDROOM
-3/4!
r
J(00R)
R . E L' E', V A 0 : N P/i
A T L A N T I C 8 E A C H F L 0 R I D A OF 1
SEVEN