Fairway Villas Lane North 2268 AF 27021
All"
E LD [DETEP- FE
E3 U I L—D I N(2� Ls.,,7C.A—r I ls� <f--) E3E F— NOTE:
N ED
THF_ C-;;,F_NF_PZ4I_ CCNTP;�AC-7_0P, THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION-)
BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF
E:-:)E:-7 E5vNC PC' P;-;'Ea U I P-I-M E N_FS
'ATER, SEWER
P=��N-r * _P2 I MINIMUM UNIT TYPES. ONLY , FOR PRECISE GEOMETRY,
!F>l DE - M I N1 MUM ��/ t,� L-ESS 7HA�4 4, & DRAINAGE PLANS.; REFER TO PLANS BY ENGLAND & THIMS.,
INC, , CONSULTING AND DESIGN ENGINEERS.
PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY ,
LOT �41IrA5EIZ Ix ix 0 A
ULUW -pj
34 1_1�41T TYPa 0F_5IG�JATl0tJ LU22 13 m
2
L).j Lu .,3
4 4 ao.0 W _
F- -71 F_ 7 F_ -1 F r F_ 7 >
F F ao
i _[B lFit 7
K7] r4A 1�]5 g� g 1 KZI L411 [57 1 1 1
A(-,Fz) L 1-� I
29 F2 d 9
UL w
L I L j- L u 13 W
I IS
_J L_ L L
UL __J IL L wz
I 1 9 — _j I - %lr�
� I Q_j 11 UP-
L _��_)__J _-J I __J
LL
0
J2
En
co�e
co u
0 4
F- --T IF-
F F F T '-F _7T NO
1 40 Esd Lu C)
Sol FT H
5-3 1 1 [54 1 r��41 1 14-
1�21 Po U)
OL I I g g I g OL 0F7_ UL_ 1111 Lo
1. 4 1 A I— _L_ EL
-1-d-
-3
C3
El o 6 El El m ID -
",z-3`1
F-4 11
6 _(f2 _3�
-- ---- ---- ---- -- a c? 750
Qc1JECT 7c� EKIP 0;= fT_l
5EE TjN,,5LF_ DELOI,� F-O;z T�4F_:, UN175
I—PENCE OET41L
B-y CO. TPAT I""'lAY 5E RL4j::,r_-D 01�4 7kIE5E L07B UN17 TYPL-5 AL . AGL, E�)L , E,2&L-, OWL-Y
-f Re nAr-,F -r�4 C-5C-_ Lorrs
z
SITE . PLAN
A P-'. 0 N LY [4 1] A IZ AeRj 6L, UWIT TY[;>F--'5 A 12-1 4,G>P?- 5;z f�_, r,F_ C::�,�,j L�_y 1�2
H,6,Y rf>�� T�4 L-5F_ L-OT5,
AIZI. �_ E3FZ4,-_Kc�NL_Y AL, A,,o_,
0
AL E5L C��L-Y F4O] /NL_ CtJLY
0�4 A;2� E3W_*6P, a-11,Y 4L ONLY eCALE' I" =GO'
4" ,
DEVELOPER :
ARCHITECTS
PEREZ ; SUAREZL ASSOCIATES2 INC. STOKES & COMPANY
11 4', ;-1.
B U I L D E R S LAND , DEVELOPERS
ARCHITECTS PLANNERS D E S I G N E R S.
ix
REVISED MASTER PERMIT SET w
a
�SHEET SHEET SHEET Z _-3 -:1
NO. TITLE: NO. TITLE: NO. TITLE
Z
w ro
00
AS-1 SITE PLAN cb
S-1 FOUNDATION PLAN 6
.8-2 C-UNIT FOUNDATION .PLAN -UNIT LEFT (CL) (CGL) PlEvisior-is
A-1A A-UNIT RIGHT (AR)(AGR) A-1131 B-UNIT RIGHT (BR)(BGR) A- 1C C
A-2A A-UNIT LEFT (AL)(AGL) A-2B B-UN IT LEFT (BL)(BGL) A-2C C-UNIT RIGHT (CR) (CGR) ELECTRICAL qt ce)
A '3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-3131 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A--3C C-UNIT ELEVATIONS RIGHT (CR) (CGR) Lo 00
0 1
A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-413 B-UNIT ELEVATIONS LEFT (BL)(BGL) A-4C CUNIT ELEVATIONS LEFT (CL) (CGL) co IX 0
co cq
2
A-51 SECTIONS & DETAILS
u w
4 w
0 CE 1 4
0 0 0
z
A PP R 0 V S D
CITY OF ATLANTIC BEACH a.
BUILDING OFFICE
lyG No.
DRAWI
AS 1 -
LF
0
AF 27021
-9 k-', PAO 7,;A, 4
4-
I J&7
T-
. ..... ------
4-
F -
0@
UWW rd
W22 M
U.J w
IX EL 13 w
?
z
13 w
................
d
-7 -7 LL>
d3 4j'
40
J2
4-
0)u
fz /71 11 8�1
[IV-oil 1 4 ---------- Ul
A-xl, C. m
N U
w 0
n
w
E-;:L. kin
all
oil rr---
12 1-411, tl 1411
V2
4-1
ALI V--i-
L-E FT (C L) F-- 16 H T (C- (f�`K)
C---,- LJ q I T C--�2A F-AetE� L E F-7 C - LJ�J I T F I G C - UQT C---Ai;�A&E',
(�:D LJ �-J ED/L��-F 10 F` LA
T Z
I 1z IS
IA-1
Au
rl'4 P1411%
4j
�2V
L
Tr<ustl -ryro 'ZI
1'011
<)JC�H.(TYP)
-rfzut5,!�, -Ty0e, :a
15 1 IZ 1,21-6 10 311 -1011
IC7,
'2 X6 64j T,
REVISIONS
1-4 fJ�
re'l Rcr--I�z -rwu-?:a�
Nt
�2;<&4 (all LID co
0
4XIi!2 F-5�0,5
10 0
T90—� -T�f� 0j
0? 1..
0 C14
2 2
u w
03 w
C- U I T LF,::-FT (CLI) C- UMIT L.F�FT a a 1 4
a u a
J�vj I Q C�
JF-�US-3:1 Ty�'e
111%� z
,2Ld
-----------------
-ryr-)—= 'S� CL.
-rF-Lj---Os
i5k�Fft4Z'r C�� TH�
zNO
95-�LJI��
T\pe 'r-1 1-11�111T. L
FF�,-AMIW60 � 0
F;�Vfz T L LL
roRAWIFYC3 N-Oql.\
s�2
12
<
OF:
AF 27021
All-.
U)U)U)
IX 13
E)UJW CU
UJ22
.2
x c5vi—PR 0'j iU -13
Ix 1113 w—
0
N um w
13 w
Iv I LU 2
rz�� I K16�-:v Cc — LL
C5-02 1 '12
Lu mo
L9
le�
M L)
04
D.
N U m
6Le, w 0
t N Ef 7,-11 a
r-RAVI 166-5 UQ
T
w En
L- uHrr)
w f'A f t�-�K
>t"...........
2nkftt!�
10
-------------
IX
11611q T-16 A64
17-
41
4 $j
8
--M�T
E�AFH .............
e, U:ZIL-i 12
>
OCR
vlr
U-n �-I:Ef
S�4
-1 ,
\j
m
>
'21-0 -
m
d� 7,,
4 L-41
AJIX 11Z
IL
Ai�-6V
T8-
F Co M
LA
6d AP-VVV-
oil 72
4---
ej_A\ w
a
x6a
O�'X-7'
-oil
L
u I—F L) Sq
.. ........ ..
----------
13
------- PA7-1 0 REVISIONS
e241- U Nt 11
T F=E�,A�,�s Co
LO cc
0
0 0
Co
C'1— u 0 2
L4-11 u w
PAT I w
0 U 1 4
-U��- T EDL] L FE, '110 0 0
VJ I
5 PA C-E-= e-pNSf,= kAIL-L�6 6P-1L-NC- Fr--V�4 F?.K's r--,- . I . 11
7'
. -f.
J
F--XTLIF
L-��, HT. VAKil
j
X161
HT
Mir-_
A t-1 K-
i ,A
\&
KrFcqL�J vl�JYL- TILr-, 1�-NAM. Fr, \st
ULJ
LL j
U TI L-I T'(
hAL,L- e--A F
iD, J- M.K. - Wr:,TLJF�F- 13-NT�+n v i q�1�-n L-r--
DRAWING Ill
I TC-,f-� FE L f-,—VA71 C `E)
-�A L E:S Y4 141%
vi H)I-T1 L4---
OF
FIX, coQc,
AF 21021
M U)U)
ix Ix 0
ULUW A
LU22 5m
2 P
IQ U)
U-JW -13
wtv It EL 13 Lu 1
0
LL
aw
J
L714 W 2 @.j
LL 5
-j 2
WAV&E 00
W 0
in
a)0
PROVID,6 50X
1.rcufl,5 )�Oq 5 'm 9
F61 rvkiE FAN
ul D
a U)
w tn.
FF
60 Y- 69A Y
VVIP LINI T
d AMEL IC-11
w D
F1
0
6LI 69AY
vv/ 08 1 r 0
cq..,
PANEL
j 01
---------------
5
L
AT CoNr1?.4c7'DeS
LL 1,
TIC ,0001? OPSVZIF
ELFC7
w D
>
uj
REVISIONS
It co CL q*
o/v Lo cr. OD
C UA117' � �fg) ELEC7-1;F1CAZ, FLool? 10LAM 6c-AL E 114-j/Z 1 0 0 0
cr) N
00
2 CM
2
U w
w
0 1 4
u a
3:
uj
rORAWING N 0 N
\19
A-2C
j
...........
t 307!Z "qA
CGR CR
------------------ ---
....... ------
...... - ------------
---------- -------
Hicr 01
uww
13
uJ22
�-2
3:4 W
LU -13
IX CL o
ao
LL
N d w
J1 0
W2
IX -
LL
-j 2
0
W 00
FleH7 Ef L ��,VAT 10 Q L�JJT M
M-, my
co u
N 0 04
m I
w 0
a U)
LU U)
cr,
�LJ-r� 17
F7
VA
-oZ
%)
REVISIONS
(L
Lo 00
0 cc
CO
co N
�VA 10 (6 g) 0 2
2
u w
m 4 w
0 a 1
0 u a
C/)
A-4C- Z
LU
I IF I
V-P DRAWING No.
LL,
A-3Ccu
OF
UNIT
u
AF 27021
'0'0'
',,%
CL CGL
------------
------- ---
MMM Irw
F3 W
W2 :jM
�-2
3:
U.Jw
fr(Lo
13
w
13 Ul
W 2
LL
J�
0
W
UOT
co u
u
NU
wo M
U)
w(D
-4
-ro
'c
F%< H T ff�Lt� A7
AT I O�� (CL- L��l
\A��JT
w
w
t
T li:
I Lai REVISIONS
CL
Lo cc 00
0
C, L) UQl F-,ffA�F�-, �5--�L�L�a\/�A7�1 O�����C�eL
C14
6 C\j
2
U w
M w
0
I
Z F-
UJ,
0 W -J
C->�gHE—:Ar-D 7yr-t—:-- WC)
EL�F-I L A
AW
ro R ING N
C).
X4
A-4C
F=tz
(a,) Lj�jl I-CPR
AF 27021
WOF M41 We-rLlEep aVE-R
Z :�LE4k! MIW , F;09 VENT
5LocVING 154r FEL.T A�4P YZ" FIYW r 6px
P120VIDE. 10"oULA-TIOW 546-F-rL15i
TYP 144F?U - CUT LV, M TV PII2_I P
P12E - P_WCrIUE-EFZeV WWP
T.
V,OOF 5H1LV_.rLE:5 OVE;? 15"FELT Teul5y�E,60 24, 0.e_. )
FVE-Eklej-, WR 12- T11271 H
C
-HU;2WlC,&WE - 44LY. MTL. 4 Q A R F_VA f� PLI� W P. W/ \/F_WT!�,
4::�,i-I FS C 5-A. -r sz Li t6
IN PI U4, 6V '5-rLJeZO (torpEe E LEQ
:,-S6 Typ- --epe'Cr. FM TIOW YIZ?l F21._Ywoop ��VX OR UJI 5L
rAt;elA. WW121110W VA, APPROVED AL-r5rZHATE OW[ 4 F I BE-R&LA'S!5 U)U) Ir(a
4,&LV. MTL. WIP lQSULATI0KJ 2- 19 --Ce"�,MWLJOUS 1=LASHINGo Ix Ix
In" W
I 2P P. T
UJ22
W/ 6FWA.*eP 9.XG" CEPA-Z 2
. 2X4- CEDAIZ MAT644 E!:�O-rrO-i
UJLD
'211 41YR 15117. IX 0613 W-
ee&p * PINE-_ PLYW'P W/
L
-PAMOHP a-REEW NIEW V 0
1. 4
4
2_11X4, WOOD .5TUD,5 16,10'e" 6 -C ELEE\/. re7Z 1-4244
2 VEWTICAL APPLICATION OML ,(,) 13
Te
LL U_ WOOD SI [)I PO W
WI NPOW d 0
VrS1ZI0FZ WALLS TO bE W2
'5H 64TH I Wex
woov
5,lPIKZr APPLIEC? J
U)
3 W
44OZZ, OFZ 0
rpl?OKME ALUK -HOWZ. M&PZE�)LF_ 1�5711_L E L 157) �)�Z" F�1151E�12,�tLk�6 b,&7T 21_5HEF_-re_7 -W' PLYW'P Eo&,CH
WIwPi7w1�_7 W/+4,&.L F: ee,'gffEFUE�, W/401 ExW6EV, OP- LQ co y
W1�2LIL&TIC7W , IZ - 11 5ACr= Or
to U
5.-r u(f-e4ol -0 AL-rE;ZWA,-M 1 04
I I-rH5KIY16 FGY, (-TAPS JOI�J-T) NU 5
Ui 0
Ve 4,YP. 5D, 2. 1�76 W414:5 H I F:I U lltH ;20 LJ4 H I:, MX-T �r� PIC5 MK 5�- 5.
(�-EMFIW-r PLA.1'5-MIZ (6EE ELEV-5) W07t :
VA.6pl:�)q W (n
AFFLIEP OW c�I-ALV. WOZE "K- L/\TH " UtIE I LAYEP- 41FEL-r avee
woop epi P I Q C4,
rUL L I Q e-EVIU L.A.Tl OW `rPERMO-PL%�' M EAFt,7�C7 PLYW'D.
09 STUCCO , ON "K- LATHE 5HEA�*T41W4r OR K - LA-rH "
AT _4-rUCCO APPL-ICA-VOKI
ALTr7_ k7HAT[=_ 2-
Z` X4V P.-r. ':�;OLE Ft W1 2"
OMIT _15HEATHING U6E I"X 4"
FIKJ. F�LDOQ (61EE rIWlC__7H taf,1141F-0.) ------- LET- IN !� AT AL�L CO2NGR5
V.1� �3
TH " AT AL�_
U6E K- LA
&I �N;
FIkJ, rLIZ . 6TUCCC) APPLICATION5,
-A
F-&12 F_ 7 Lf
e5 -Foo
Aj#-
jr_-�_711L' x�,
WWC. FAi-`E ' SH,&LL e16 V 1��&IZWIEW_ 4. MI L \-/IC-,QUEEW V
71�
- IL
IiZ_Ube�EP C71Z COHPA� E.0 F _L
Z
M0 OF' 77;
WAR
&
EC-FIC)N N C)o V-4 -TYPOICAL SECTION 7YR I CA L SEC710N
ec*e 94
A I%A-
nj
Z.,
YMV
'!XY7,
q11�0
-W
2 X ,4` 5TUP
J
WALL
_-A W000STUDWALL
(n
X V)
D
2 1/x4ji R"5. K- LA�TH E 5
Cc W
INSULATION TRIM, 1/4 q a�
5T U CC,-0
_j
S94 LU
TI LE
W
�4J " 1DRIr tAOULD .110 RIIUPIIRIH�1111111 11
I-, LU I
5TorC0r=LEETe IF= E-FM3 MTL,
15TUCCO 15 COWT V�
-.ON T[Le HEARTH
TO Gi KA 0 e W
ROUGiW-5TUCCO ON
r4ALY. MTL, 11 K LATH TUCCCO ON GIALV. MTL. C)o
WOOD 11K--1LATH 11 F_Xf-� JOINT
SIDING, 6
REVIrmoNs
C.)
co .0
0 ID CC) ir
TO 5TLJCG0 W 0 01D To 51 0 EXPAN51 ON DRIP FIREPLACE ELEV/,4MON
_U cc MOULD
0 2
2
GOR N E R @ WALL JOI N ToE-KT� OP\ HOPI-Z) 0 PLATE SCALE �4" U iu
FIRF-I'LACE W
0 a
41- _3A 0 U
GAMRAL NOT1,--.S: G0NTR4,-C7:,::)PR S
All work 'shdll'conform to the, City of jacksonville Buildin� .-Cod6' Finl2h Ca�p ntEy shall comply with the American Lumber standards. Interior OF7
and high standards of workmansh.[p. tvim shall be white pine or better. Exterior diding shall be rough sawn
-3/4" channel rustic. Install all exterior wood and finishes with hot dip Z
.9ite,and Foundation: divanized nails. All interior doors to be hollow type. 1�,JS AL-L 7Z�> NAN�JUF=.
9
0
See structural. plans
1hermol And.moisture ?r6tection
W
Concrete, Concrete Masonr Units and Metals: Exterior Walls shall have full fiberglass insulation. Ceilings to have a
R-19 blown fiberglass except where batts required to achieve 2" air space
' See structural plans (typical conventional frame area) . Roof to be fiberglass shingles, 15 Uj
year roof warranty.
Carpentry:
Rough'Ciarpentry shall be wood that complies with American Lumberstandards.
Dimension lumber. timber and boards can be #2 Southern pine, Felt asphalt
impregnated, Fry or equal or rosin sized sheating paper where indicated. All Q-, '��5EF_ F=Loc)K PLAN FOK -q%
nails, screws, bolts and hurricane cl'ips are to be hot dip galVanized. Ply-
shall be k5l' INT-DFPA (1) C-D exterior
wood roof sheathing Hr=AKTK CONFIG*UKATION rORAWING
r1j 0
All wood bearing on or against concrete, masonry, steel and floor joist shall D t2 4
be pressure treated lumber. All outside studs will be at least 2" x 411 @16" -1/ A-5
W
2xl-
777 1@ 2 41"6).c
el-5 Q A
--------------------------
io�
1,pl -
4. O.C. Inside walls shall be 2" x 411 24" o.c. All
roof joists at roof edge to be secured w1th hurricane clips 24". r I �R ff F1 AC F-7- P �_IAN - ALTERNAT 1 1 OFJ 1.
SCAx L E