Linkside Drive 1100 (2) i
261-4 py 11 '-8"
20X10 CONC FOOTING
W/3—#5 @ 2 STORY WALLS
(30
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ro
II ; I -- T— -�-�
i I I THICKEN SLAB W/2—#5
JI I LnIn
I I � � I III II II
—
I
co _ I I I I I I I 100,
00
CONC. DECK
wNOTE: Water, sewer and underground electrical is stubbed in at Linkside Court West.
II I I q
aO II 11 ¢ II II 4" CONC, SLAB W/6X6X10/10WWF II I 2' o b
00 I I I ON 6 MIL VISQUEEN. II I N ,
co
,3-M U,ksbe w00
r7 All pine trees in this
I I I g• area shall remain.
II � I I o
_10,
52'
4" STEP I Q
TURN—DOWN SLAB 11 IF-��
W/ 2—#5 I
W I I I i I o
U O CONC_ SIDEWALK
EJ IN
4" CONCRETE DRIVEWAY
II IIco
L — — _ — — — J I d- 8X8X16 CONC. BLOCK
�-. — -.y-- — -- -- — — — ---.--- 20X10 CONC. FOOTING I
W/2—#5 _
4'
EJ
or
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z
00
NOTE: CONC. SILLS SHALL
EXTEND 3" BEYOND CONC. BILK. -
LEGAL DESCRIPTION IS LOT 28,
LINKSIDE DRIVE SELVA LINKSIDE UNIT #1,
ATLANTIC BEACH. FL.
2' 16' 2' 6' 12'
S I T E P L A N
AffR0V1, 0
CITY OF ATLANTIC BEACH
F0 U N D A T 1 O N P L A N BU1L°I"O OFFICE
MAY 9 198
By
APPROVEb MAY 18 1988
CITY OF ATLANTIC BEACH
PLANNING &TONING OFFICE Building and zoning
19 198
f
13ILLY M . ARZIE , ARCHITECT
April 25, 1988 SL28-5I
Link
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p
,
2x12 @ 16" OC
26,-4„ 11 , 8"
000
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00
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f FAMILY ROOM
r7
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- I dw I 7 HB
x BRIDGING I -Ln I Ico
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20 i n Ln
3 I co (D
TV 50 �2,_4„ I
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2--2X12 JOISTS 2-2X12 JOISTS j N WH D W ¢ D I N I N G ►-
1 — [] ElF
26 I ROOM
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26 � p
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0 2-2X12 JOISTS I 1 I I eV
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N 2X12 STAIR STRINGERS 5'----4" 6'-4' 3'-8" 4' 3'
x
N ELECTRIC I VI N G
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BRIDGING
PANEL BROOM
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30 err No co
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GARAGE
00
-2X12 JOISTS �.-
HB 16' OH DOOR ¢
LAMINATED BEAM j 66,
NOTE: 2X10 HEADERS UNDER ALL
'
EXTERIOR WALL OPENINGS. 903 SF HEATED
2' 16' 2' 6' 12'
PT 2X8 JOISTS 2X6 HEADERS UNDER ALL
INTERIOR WALL OPENINGS. 38' 424 SF GARAGE
2X12 ® 16" OC
F I R S T F L O O R P L A N
S E C O N D F L 0 0 R
E R A M I N G P L ,A N
s
BILLY ' M . ARZ ISE , ARCHITECT
April 25, 1988 SL28--1 F
8812 - 2 , 1
i
26'--4"
13'-6„ 12'-10" 11 '-8"
I
------___ ---------_------ ---------------------71
I � � I
BEDROOM 2 BEDROOM 3 0
-------------------
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WOOD TRUSSES 1 \`� �� - �� I I 50 N °o
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50 26
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26 3 HALL � 20 O
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00
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W
24 LL
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1
21-6„
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I ¢ 30 „.
24 MASTER BEDROOM
30 P)
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^ ! -
�� 00
V2X6 BRIDGING W/BOTTOM EDGE L----_ 4
t , t FLUSH W/BOTTOM EDGE
I , I OF RAFTERS. - -
60 GD I
--- ------------------ ----.--- --�
2----2X10 HEADERS @ ALL
EXTERIOR WALL OPENINGS.
I
900 SF HEATED
2 0'
R 0 0 F- P L A N S E C 0 N D F L 0 0 R P L A N
M
1
BILLY M . ARZIE , ARCHITECT
April 25, 1988 SL28—2F
861. 2 - 3
LN n ks
'
... ....... .
i
12
FIBERGLAS ROOF SHINGLES ON
15 L8 FELT AND 1/2" PLYWOOD. 6 WOOD TRUSSES � 24" OC
W/HURRICANE ANCHOR EACH END.
4" WIDE INSECT SCREEN
INSULATION
GALV METAL DRIP
PT 1X2 1/2" GYPSUM BOARD
2x4 TOP AND DBL PLATE
1X4 R/5 CEDAR
2X8 R/S CEDAR FASCIA ,
1
i
1X8 R/S CEDAR 2X4 STUDS @ 16" OC
8'
3.5" BATT INSULATION
6" BATT INSULATION
2X10 ® 16 OC
W/HURRICANE ANCHOR 32" OC
3/4" PLYWOOD
12 `
FIBEkGLAS ROOF SHINGLES ON
2X4 BASE PLATE ---�� 6 r— 15 LB ELT AND 1/2" PLYWOOD.
14 WIDE INSECT SCREEN
'LV '.METAL DRIP
1/2" GYPSU BOARD PT 1X2
2X4 TOP & DBL PLATE
2X4`TOP A D PBL°'PLATEol
F1. "
2x12 FLOOR JOISTS
1X4 R/S CEDAR �
2X8 .R/S CEDAR FASCIA
2X4 STUDS ® 16" OC 1X8j R/S CED '
8'
1/2" GYPSUM BOARD 1/2" GYPSUM BOARD
ro
3/4" STUCCO ON METAL
/ 3/4" fSTUGGO ON METAL
LATH AND WATERPROOFING
L TH AND WATERPROOFING
MEMBRANE
1/.2" DIA ANCHOR
ANCHOR BOLT 1/2" DIA ANCHOR BOLT MEMBRANE
4'----0" OC 4'-0" OC
`i.
P.
PT 2X4 BOTTOM PLATE PT 2X4 BOTTOM PLATE
FINISH GRADE
. FINISH GRADE
w
4" CONCRETE SLAB W/6X6X1O/1O WWF 4" CONCRETE SLAB W/6X6X1O/1O WWF
1' MINIMUIQ ON MEMBRANE WATERPROOFING ON MEMBRANE WATERPROOFING 1' MINIMUjM
0 0 0 8" CONCRETE BLOCK 8" CONCRETE BLOCK °
20x10 CONCRETE FOOTING 20x10 CONCRETE FOOTING
W/3—#5 W/2—#5 REBARS
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W A L E S E C T 1 0 N W A L L S E C T I Ni
f
SCALE : 3/4" -- 1' — 10" S C A L E— 3/4" 1' — 01
4.Y
BILLY Mo Al, Z I -F , ASC HITEC T
April 25, 1988 — SL28--1-4c,5
FIBERGLAS ROOF SHINGLES ON GALV METAL ROOF VENTS
15# FELT AND 1 /2" PLYWOOD
GALV METAL DRIP
_ FIBERGLAS IROOF SHINGLES
GALV METAL CHIMNEY TOP _
ON 15# FELT AND 1 /2 PLYWOOD
\\y
2X8 R/S CEDAR
2x8 R/S CEDAR FASCIA
GALV METAL DRIP
STUCCO
STUCCO —
R I G H T S I D E E L E V A T 1 D N L E F T S I D E E L E V A T 1 0 N
FIBERGLAS ROOF SHINGLES V'
B
ON 15# FELT AND 1/2"' FI �RGLS ROOF SHINGLES PLYWOOD .,,, � � s
ON 15# FELT AND
GALV METAL DRIP GALV METAL 1/2" PLYWOOD 6
CHIMNEY TOP FLASHING
0
GALV METAL ��
CHIMNEY TOP
2X8 R/S CEDAR FASCIA NOTE: STUCC EXPANSION AND CONTROL
/ 2X€g R/S C DAR F SCIA
JOINTS SH ALI QBE LOCATED AND APPROVED GALV METAL DRIP
BY STUCCO S B—CONTRACTOR PRIOR TO
STUCCO TO START OF ORK. STUCCO SUB —CONTRACTOR
2X6 R/S CEDAR RAIL SHALL SUBMIT TO THE ARCHITECT A
WARRANTY BO D FOR WORK PERFORMED
2X2 R/S CEDARA- PRIOR TO STAT OF WORK.
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E R 0 N T E L E V A T 1 0 N {
R E A R E L E V A T I 0 N
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4
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BILILY Mw ARZIE .1ARCHITECT
�
` April 25, 1988 SL28--EL
B 812 5
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12
FIBERGLASS SHINGLES ON 5
15# FELT OVER -
3/4" PLYWOOD SHEATHING ON
ROOF TRUSSES ® 24" O.C.
11 R-30 INSULATION W/
METAL HURRICANE CLIP 2" POSITIVE
(1 ® EACH TRUSS) UNDER SHEATHING
.a I
3
GALV. METAL DRIP ON
P.T. 1"x2" NAILER OVER
1"x6" ('.'T. FASCIA .
(2)2"x4" TOP PLATE
8 PLYWOOD
SOFFIT W
O
W
f. / CUT-IN .
W/ CODES
1/2" GYPSUM BOARD A
o
1"x4" FRIEZE BOARD - _ (�
Z
COQUINA FINISH STUCCO ON a
1/8" 7HERMOPLY SHEATHING o
(W/ APPROVED CORNER BRACING) OVER
2"x4" STUDS ® 16" O,C, r ry
— — R-11 BATT INSULATION
(D
2"x4" P.T. BOTTOM PLATE W/
1/2"x8" ANCHOR BOLTS ® 48" O.C.
-- BASE MOULD P
b
4" CONCRETE SLAB W/ o
12"x16" MONOLITHIC FOOTING ^ -� ,
W/ 2 #4's CONTINUOUS
s 6X6,W1.4XW1,4 W.W.M.
6 MIL VAPOR BARRIER OVER �--�
TREATED & COMPACTED FILL , l
0
TYPICAL WALL SECTION
SCALE: 34., - 1 J_0„ l�,,ppV:,,0VE.D
SCLVA LINKSIDC
DRAWN BY:
� BJC
ARCHITECTURAL RE\/'rW C:OMMIrTC ED DESIGNBY:
I
-- �r B J C
DAIL
SCALE:
3/4" 4 1'-O'
i�
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� DATE:
DEC. 31. 1880
JOB NO,
90210
SHT NO.
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- APPROVED cli
SELVA LINKSIDE D BNC W JJY:
ARCHITECTURAL REVIEW COMMITTEE
DATE: j'� / ' l' DESIGNED BY:
ELECTRIC PLAN _ SCALE.
SCALA: 1/4" 1'-0" 1/4 � 1'-0"
DATE;
_ JOB Nb.
90210
SHEET NO.
El of 1
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