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A
AUGY v 1994
FINISH FLOOR SCHEDULE SITE PLAN
. �----"- - BASEMENT EL 9.75 .
LEGEND � GARAGE FLooR � EL• 12. 50 INllEX '1'U DRAWINGS IV
1
2261 OCLA NWALR. DRIVE W.
ST FLOOR EL. 1q.25
C I - SITI I'LAN
I >� d
J) PATIO IGUSTRUM - 1 REQ:D. _ ATLANTIC TIC BEACH, FLORIDA
�� 1 FIRST FLOOR PLAN
0 DWARF AZALEA 1994 A 2 - SECOND FLOOR PLAN
EVERGREF-M GIANT A 3 - ELEVA'T'IONS
tlllul;l�; U;l�j /�;"II�� A 4 - ELF,VATIONS
® P1T`rosPoRuM A
5 - FOUNDATION & FRAMING PLAN LOT 21 � OCEANWALK UNIT 3
A 6 - DE'T'AILS
Its I - BUILI)ING SECTIONS
1? I - FIRSTFLOOR ELEC'T'RICAL PLAN
I? 2 - SECOND FLOOR ELECTRICAL PLAkN FOR: HUGH & REGINA
MATHEWS
SEPTEMBER 6 1994
691 �r
J
16'-0' 12'-4 29'-S'
9'-4' 3'-0' 16'-10' 2'-10' 3'-4' 7'-8' m
9'-4' 6'-e' 2'-0- 5'-0' 2'-4' 3'-8' 10'-10' 11-10' 4'-6' 3'-10' 3'-10' fy- c
o �
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ND 1A (2) 3014 TRANS. 4
P.5.
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(1) 3030 YEBROWc
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r• I I I 1 0 WATER LINE -' C
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1 I 1 `� , `► 1 INSTALL 15/32' COX PLYWOOD �
°'LANA I ON LANAI CEILING, BLOCK UN- o m m
i SUPPORTED EDGES. NAIL 0 H•6•
0 -12'4 Y12'4' 4' O.C. ON EDGES AND 12' O.G. A•] '
(2) 314 SH A r r
- .. INTERMEDIATE W/ 86 COMMON - — ---- -
l _I
CLIP BEAMS TO POSTS -- _
IL ` ! ` 1 W/ AC4R (TYP.J -` �m� f *r ap h
- a -i����EISU�' ROOM 3068
I 1510 21'0" _
SCREEN
r _ FR 305 5N
Ix G Y JOINT PINE 306 ---N
CA PET Q I I I ®S �r -X0" - _
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d 1^LR 1192 w
woo O _ _ OPEN SHELVES
25'8" g'�" :� L_ — — _� _ SUBpq
�T4T.aIL 341
,,r'I l , ,� PORGN�g/tDECKS 586 p
66"6swims �� GAFZAGE 15 v
285D 5H
I ! I , i `� 2 W/ 2068 FXD. FR. W/ 30 4\p_ 42068 FXD. FR. W/ iv
501 RAy 2014 TRANS 6014 BANS. 2014 TRANS. 2468 R.
styes — — -, — _— _ I - TOTAL 4515
'�'_4• — 6'-2' Iirh! 8'-10' 12'-4' _ ' -4 1
OUTSIDE '�
SHOWER / 1 D/W I S1 K _ _ �� ; 'fit 60 SWBS I I } ? , y }�,.� /� p
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DESIGNED BY:
5'-6' 5'-10' 5'-10' 8'-2' 8'-2' LEGEND
- SHEAR WALLS NAILED 3' O.G. SCALE:
6'-2' 4'-10' 22'-0' 4'-0' 11'-8' 4'-0' 1(0,: ON EDGES 4 12' O.G. INTERMEDIATE
�, W/ ad COMMON 1/4" - 11-o"
INSTALL I"IDSA � EACH END or-
THESE
DATE:
, v r�• -, �' `; SHEAR WALL SEGMENTS
51EPT. 11994
T
�71\ 7 - SHEAR WALLS NAILED �' 4' O.G.
R 5 FLOOR 6'. ON EDGES 4 12' O.C. INTERMEDIATE JOB NO.
SCALE: 1/� " - 1'��" /�r I , f ��L'.i W/ ad COMMON 941(x 3
SHEET N0.
C�t K1
1;, I.•, ,.�"" SWBS SHEAR WALL BOTH SIDES
Al Of �o
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0
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8' CLG.
U CARPET
O
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N CARPET �—
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--------_____.._____._____.��._�______----- --.
3050 EY BROW SN DRAWN BY:
• BJC
4'-8' 41_81 DESIGNED BY:
9'-4' SCALE:
43'-8' - ` X //�� 1/4p = V-ON
DATE:
SEPT. 1 1994
I JOB NO.
SE CC I `� D F L O O � FLAN
94163
10
GALE: 1/4 1 -0 SHEET N0.
l!-1
0
t
3 y
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1 z o
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ILL-L11 ILUJI
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j =; i S: }li=1iE i T•�3 U
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SCALA: I/4" 1'-0° tv u
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CAP
WOOD ..- - - - - - - - --- -- '
- - - -- - - .—_- ----- - - --- ... _. cel
TRIM -
VERTICALSIDING
- - -
-
LARGEz
FRIEZE --- ----___ _ - _ _.., -----�--� - - _ - - FIBERGLA55 3 O
DETAIL -= � ..... SHINGLES
_
r -
WOOp
' -- - - - - -
OPEN
HANDRAIL
BONUS - :.-.t- - - °-_- _ -.¢.o.- - __-_ ----- - --_ _ ._._ __.. ___ -•-- ____: - -"--- -'� - - _---- _ - = — - -- -- - ._..__ - � . s - - Rs
RM GLG
30.75FRIEZE
2nd FL FIN FL
O
WOOD
0 SYSTEM) - - - - - - - -
(18 . FLOOR SY TEM .9 -: _. �-. -- __ - _ _-_
DP R _ - - �- - _ - - - - - - - - — TRIM
_ z-
-
-
dr-
HORIZONTAL
DING
- - 3
WOOD -�
SILL
' BONUS �. 1 . -- - _�_... ._ � .._:._._�_-.. ___-. _ _ __ =1 ___ �_ -_ - : -- :_- — _. _-
_- _,' WOOD 00
FIN FL
(18' DP. FL _- _ - - _ - BANDING
SYSTEM) SHELL
-
oYSTER �
-
w_ ... ..
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HH. FIN15H Q3
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VJ V/
1450 0
0 GRADE
[ 13.1
GARAGE
OO
'~ DRAWN BY:
9.75 BJC
BASEMENT FL P7 Q I P T E L E A T I Q N DESIGNED BY:
SCALE: 1/4" - 1'-0" BJC
SCALE:
1/4" = 1'-0
DATE:
SEPT. 11994
JOB NO.
94163
SHEET N0.
,4I 43 Of 6
nn�
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LEFT E L E V A T 1 0 N
SCALE: 1/4" = 1'-0" B
• M(p
FOR TYPICAL NOTES, MATERIALS AND U '�
DIMENSION5 5EE FRONT ELEVATION
07)
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DESIGNED BY:
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a: {SCALE:
t: 0 1/l.�.0 = 11-01
HT , ELE � ATION ,� : SL/
-q-)
DA'I'S: .
SCALE: 1/4" k,,; f• v,
�; ." ' SEPT. 1 1954
JOB NO.
94163
SHEET NO.
I I ,
I I
5/4' x 6' P.T.
ON P.T. WOOD
1 FRAME
CONVENTIONAL L, L J L J L (
FRAME I V
I V o
I i Q 0-
Ia-
CONVENTIONAL I _
FRAME I IS PHEF CQ I"I V) 0r-
I
I � S � M
STUB TRUSSES
I I 3
FOR
! STAIRS
Structural Notes T-
I 12x6 2x6 1 I I P.
1: All laps in top plate shall be a ><iu><iuntun of 4' and nailed with 12 - 16d corrunon I ..�, I I Lo IR
i I T u EE
nails.
2. All shearwalls shall be nailed at 4" or 3" o.c. as noted on all edges and 12" o.c. _ f
intermediate with 8d commons (U.O.N. . Block all unsupported edges with 2x4 2x6 2x6 U
.T� PPorteg
flatwise blocking. Shearwalls shall be 15/32" CDX or 7/16" OSB. ' - -- Q
N CV
. 3. All gable ends shall be balloon framed or framed and braced for attached detail.
4. Strap all cripples to headers with LSTA18 straps each end of the header. 12x6_ 2x6 I �-
5. Strapheader studs to double plate with SPG at each end of header (U.O.N.). j I
x I O
1 uld to i -- — I - - -- F L O I U v S A Q T w
6. Header studs and header cripples sl o be nailed together at 6" o.c. w/16d t R C, U Cv
staggered. Clip unit to shoe plate with three (3) H3 clips (U.O.N.). SCALE:: 1/5" = 1'--0LU
A
7. All window and door components nnust withstand a 100 MPH wind load. s5 EN LO O �
8. All connectors are Simpson Strongtie or equal (U.O.N.). :
F T U55 4 �
. LU
FRAMING L .4 **,r- 0 U T ___ _ _ _ H
r16
42 -0 r r-0 11 -0 r
SCALE: 1/0" - 1'-0" __.___.._..... �
9'-4' 3'-0 26'-10' -10 3'-4" 7'-8' U
c�
8'-4' 12'-4'' 6'-2'
12 x 12 CMU
ON 24 I Sa.
cv I I I x Im P. - r-- r
CONC. PAD U -4
(2) 2x12'S I I I I �-+ W/ (3) 05'5 -- - -
_ _ 0I I I 7% rW - - -. L- J
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q
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w _. ._ _. — _ - - - - - - - - - --, F_ 11
• �I I I I I I "� p
8' HIGH
I I BASEMENT I I I I cp u
STUB FOR WALL m I I I I 0CID
ST. I DE e l I UMBING I I I I
FUTURE
PLN of I I i I
FRAME CONVENTIONAL I� I I ( r7 T-1-F ITr_9f
+- Nr IIIIIIIII lu— CID
ri LU
,& 6'-2' - _ _1 -T�r — — -� 7Z�r II'-8'" 4'=0 _� 16'-4' -O
I i L. T ..- l
THICKEN SLAk3 I - - �� �� _- J _ IT
I I o U v
L _ - I EDGE I0'x16' W/' L,- -- J I e� Q
(2) !'5 RODS CO _, - Y. LU
w I Y T �
THICKENED SLABI I ® rfJ
II (2) 2x12'5 NOTE: EDGE 8'x8' W/ (1)I v
-- -- TRUSS LAYOUT IS FOR 1 "5 ROD CONT. 1 '
REFERENCE ONLY I I I DRAWN BY:
ACTUAL LAYOUT TO BE
DETERMINED BY TRUSSI I BJC
MANUFACTURER - — - I DESIGNED BY:
4' GONG. SLAB W/ FIBER- I - I - I I - r SCALE:
CANTILEVER f O O MESH OVER 6 MIL POLYETH- I 3 -8 I _ 6 -8 1 -6"3'-8 3 -8 31-81
3 -8
ff
FLOOR . , r r , n r , r r r i r
SYSTEM 5 T F
YLENE VAPOR BARRIER OVER 6 -2 4 -I0 22'-0 19 -•8'� 16 -4 l, ` lr f %'•,` ` SSCCII
C, �I r r r r r r r r
R a O F 4 !5 E G O I �i COMPAC ED IF L TREATED
_� r % / I �1 DATE:
g _m /� , f', �p ; 'SEPT. 119��
F O O ' A M I N % `. �, JOB No.
9413
I A OUT FoUNIDT f aN �+ - � \ ,
1p
�-�" � � I � •'• � SHEET N0.
SCALE: 1/8" = 1'-P>" SCALE: I/S" I'�-O"
4
A5 of
_ r.rr fr to t
NOTES
1. LAPS IN DOUBLE TOP PLATE SHALL BE
A MINIMUM OF 4' AND NAILED WITH
(12) 16d NAILS
2- 2x4 BLOCKING TO BE INSTALLED
FLATWISE AT ALL HORIZONTAL JOINTS
IN SHEATHING
3. (2) STUDS ARE REQUIRED ON EACH /}
SIDE OF SHEAR WALL SEGMENTS 'v
12
FIBERGLASS SHINGLES ON
30/, ROOFING FELT OVER 8 `�
7/16 ' OSB SHEATHING ON
ROOF TRUSSES ® 24" O.C.
N o TE s
1/2"x7" KWIK BOLTS ® 32" O.C. OR ROOF RAFTERS ® 24" O.C.
METAL HURRICANE CLIP R-30 INSULATION W/
UNLESS OTHERWISE NOTED BY ENGINEER (1 ® EA. END OF TRUSS) 2" POSITIVE AIRSPACE .
STUD REQUIREMENTS FOR2SPF 4" CONCRETE SLAB W/ (OR 1 ® EA. RAFTER) UNDER SHEATHING v
( ALL TOP PLATES #2 YP OR #2 SPF ) 6x6--10/10 WWF
METAL DRIP OVER
—
1x8 FXJ. CEDAR FASCIA (2) 2"x6" #2 TOP PLATE (SYP)
4 F.J. CEDAR ON -
8 IGH EXTERIOR WALLS (MIN 2x4---16" O.C.) OVER 2"x6" SUB--FASCIA _
-,� CLIP STUD TO DBL. TOP (�
--- T PLATE W/ SST-H5 Q
* 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS I 2"x4" BLOCKING
* 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7 ,8',9' OPENINGS 5/8" GYPSUM BOARD *`
* 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS 6 MIL VAPOR BARRIER OVER L v� 1" SPRUCE SOFFIT
N h
TREATED & COMPACTED FILL r J 1/2" GYPSUM BOARD
- (2) #5's CONT. 2" CONT, VENT
9 HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) g" 1'-4" 8"' _- 00
FRIEZE BOARD ~'
* 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS (SEE DETAIL)
* 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS co
* 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS R-19 INSULATION
* 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS THICKENED SLAB
. -- ---_,
10 SCALE: 3/4"--I , 00"HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) cS
-- 2"x6" BOTTOM PLATE
* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS
* 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS r 3/4" PLYWOOD SUB--FLOOR a
* 3---2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS 2"x 2" CEDAR 2"x 3" CEDAR 42" METAL TIE STRAP CONT. BETWEEN U
* 4---2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS W/ BEVEL W/ BEVEL 1st & 2nd FLOOR STUDS G 18" DEEP FLOOR SYSTEM
USE CS16 STRAP AND NAIL r -.J (FLOOR TRUSSES OR
1"x 6" CEDAR (I- LOd C-A& TOP CioTtOM SEun WOOD I--BEAMS) O
11 ' HIGH-EXTERIOR WALLS (MIN 2x6-16" O.C.) 1"x 12" CEDAR
* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS
* 2--2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS SIDINGLLI
O •
* 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS
* 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS (2) 2"x6" #2 TOP PLATE (SYP) W 7
" SIDING
12 HIGH EXTERIOR WALLS_
(MIN 2x6-16 O.C.) r � ' Q
LARGE HORIZ. SIDING OVER 0 Lu
* 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS REGULAR 15/32" OSB SHEATHING En
2x6 SPF STUDS ® 16 O.C. W
* 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS FRIEZE FRIEZE - A --
* 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS
* 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS
( ARD L
2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) BOARD 1 a
(GARAGE ONLY) E-4
SFF FLFVATIONS --- ►7
(2) #5's CONT.
4" CONCRETE SLAB W/ c„
ry
6x6,10x1p WWM 2"x6" P.T. BOTTOM PLATE —_ R-19 INSULATION j - Q
SST—LSTA 18 STRAP ® 32" O.C. �� —�— BASE MOULDS
D
+:
4„ 8" --�,-6 MIL VAPOR BARRIER OVER 2x RIM JOISTCCI
TREATED AND COMPACTED FILL �_ Q� Q) C-14
2"x6" P.T. SILL PLATE W/ �_ 18" DEEP FLOOR SYSTEM
1/2"x8" A.B. 21" O.C., U.O.N. h co (FLOOR TRUSSES OR (r
I WOOD I--BEAMS)
SST-A35F ® 24" O.C. SST-ETA16 @ 48" O.C.uQ Q
SCALE: 3/4"=1 '--O" CONT. METAL FLASHING OVER �� II TERMITE SHIELD
BEVELED 1"x2" ON II
2"xl2" TRIM BAND IlL U-LiN�E=L (2) #5's CONT,
c"rl
OYSTER SHELLI w w c�
STUCCO FINISH w m
_t ¢ O
m w u �.
3,-o" w Q)
o F =
I
j.
8" C.M-U- FOUNDATION WALL (SMOOTH) 1 O
W/ WATERPROOFING
(# OF COURSES VARY I �- (1) #5 CONT.
/ PER SITE GRADE)
12" PILASTER BLOCK 8" C.M.U. HEADER BLOCK - - _ 4" CONCRETE SLAB W /
W/ (4) # 5 s 6x6,10x1O WWM OR
"FIBERMESH" REINF. cel
SST—LCB44 POST BASE ----- RAFTER #
o ` • NURRIGANE GLIP 10"x20" OR 10"x24"
SST-LTS12 f..
• r GUSSET PLATE CONCRETE FOOTING
W/ (3) #5's CONT. _ 6 MIL VAPOR BARRIER OVER
(2) 2x40)
TREATED & COMPACTED FILL 73—
— — 2x4 KICK LEG 1'-83" (1— TORY) O
2'-0)" (2- TORY) l - vl52'r
* CONTINUOUS #5 REBAR IN 4t
RAFTER ALL CORNERS (VERTICAL)
(2) TOP PLATE WITH SOLID POURED CELLS Lu
AND @ 4' O.C. �--
L" dl
SST---LTS12
TYPICAL CAL. WALL SECTION
PILASTER FOOTING DETAIL � r
SCALE: 3/4" = 1 '-0" CLIP STUD TO DBL, TOP SCALE: 3/4" = 1 -0" DRAWN BY:
PLATE W/ SST-H5
PJG
BEARING DESIGNED
Y:
WALL
. BJG
SCALE:
5f' L ICE DETAI ___ _= _ AS NOTED
S C A L E 3 / 4 - 1 ' - sa ' ;` I; , �' � ��, DATE:
AUC . 16, 1994
JOB NO.
►�, �;' ;� 94163
� ' NOTE: WATERPROOFING SHALL BE BITUTHENE SST No.
it , t s
Vr
SYSTEM 400.0 BY W.R. GRA
GE CO. , 46 of 6
,h
38. 5
8' PL
�C
ctJ �1
32.6
BONUS
RM CLG
30.15 0
2nd FL FIN FL —
(18' DP. FLOOR SYSTEM) 0
10- PL
.9 A
BONUS
FIN FL --
(IS' DP. FL OFF GRADESYSTEM) —
rn
m
Z
h V-419.25 �°'• \B��
1st FL FIN FL
(18' DP. FLOOR SYSTEM) �9
8' PL -
GARAGE
FLOOR
BASEMENT AREA
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of
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BONUS -_
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(18' DP. FL `4
SYSTEM)
CID
19.25
15t FL FIN FL -
(18' DP. FLOOR SYSTEM)
8' PL -
�._ 1450 0
Q 13.17 GRADE
GARAGE
�- ---FLOOR
DRAWN BY:
BASEMENT FL DESIGNED BY:
Bic,
SCALE:
E1/4" = 1 _04� t I� • I �! C� 5 C T f O � ,;,, � ���. . ;� ,��, ��-.,
DATE:
/ ,� � 'N ` ► ' ,rr �� SEPT. 5, 1934
SECTION 8 - �;,,. �.
JOB N0.
94163
SHEET N0.
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APPLIANCE W.a. FAN
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1-I61-17 a
❑ ❑ _ ❑� __—n-
TO SIU TO STUB
RECEPTACLE PORYARD
CL LIGHTING
FOR cYl
GARAGE -- -
POOR
OPENER
Lu O Q
PRE-WIRE v�
ONLY
I I
� ~ DRAWN BY:
DESIGNED BY:
Bic
5 T F 1149 = 11-0 a
ELECTfRIC F ;
SCALE: 1/4" = ►' SEPT. I 1994-�°
JOB N0.
94163
SHEET N0.
El of 2
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J
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W
TEL TEL t V 1
L
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6W 10 5741
PELaW STAIR LIGHT t SW
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01 coul
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E L E CTR I C FL A DRAWN BY:
AJC
SCALE; 1/4, = 1,-0,, DESIGNED BY:
BJG I
SCALE:
1/49 = 1'-ou
DATE:
SEPT. 1 1994
JOB NO.
i 9413
SHEET N0.
E2 of 2
rte..