Fairway Villas Lane North 2280 AF 27021
T<�-_) E3E F--- IELC) DF_7F_P_?MlNFD E��
NOTE:
THE C-vF-NF-P24NL-
THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION,
BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF
UNIT TYPES ONLY . FOR PRECISE GEOMETRY, 14ATER., SEW X*1
F=P;2�N7_ P2 EA;2_ 15 MINIMUM ER
MININA-um ��/ t-�C LESS -rH,4�4 A & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMSJ
TCD-r,&L_ CDF— lc�:::) F3E.-rWEEN A,�4y TAC7 A[71J . Lf7715 INC. , CONSULTING AND DESIGN ENGINEERS ,
PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY,
LOT NUtA?3F_I2_ U)(n U) Ir to
34 313 Ilm g&
Ul`�IT 7YPE PE15kS,�JATIO�J Uwui -
Lu 2 2 M'
:5 //Z" /1 3 7:�. 670/
La U)
00 4 4 L)J Ly (3
I F- F- F- T
—1 F _ __1 F_ F Mao W .
00 F ;p LL
I L4 JI I 1 1 '7
(AGR)
1*� 14:5] FL31 8 R)
F��41
[K�l 1
I A I
up- Q j 1 [1-7
q) ,
0 LL
L L
_J L
77
L N d W IS
L
LU 2 u).j
LL
-12
U) 0
W 13
0
(n
(n
r — F a) u
k F F F 7 T
04
Lu C)
4]
E7 I
5-3 K4]
E61 11 N
U) .
I (DL OL 0
w (n
4
L
-.1 J
41
7,
F_
-------- n-0 ------
. ,/ I I(/v
1Z-3 V 6
------------ 79.476
zi ........
51GON, 7510 ............... 16
SY.!�F_PZ6
eF-E 74E5LE 5eLOW F-_O�Z TI4F_� LJNrr5
-FENCE IDETAiL <:r1l kC_,-H FOX F_-EqCe Tc� F-wp or= FE-1
T�IAT r-lAY 5E PLAC,�_-D 01�,,l 71�-IF_5E LO-rFD UNIT TYP�E5 AL , AGL_, E�)L ,, E��L-, CL- OW L_Y 271
RAN
mA�y ae PLAcap ot-_I -r�_IEiSF. 1_07S-
SITE PLAN
A�
AK ON LY A;z 14%elZll 61" UNIT TYI`:�'F_E'�5 'iA
;'-E FL4h,,CF_-�) 0�-J T�IL-5E I-OT5.
H4�Y I,
A2 F-3V- 4 c'-'K CANLY 1:42] ALj (:��I_Y
AL E5L c�� 6�_ I�y AL_
g4] AJZ 4 OZ+6F, (��-HL_Y 4L ONLY eCALF-, ll'�.Gol
ARCHITECTS MR
DEVELOPER :
PEREZ SUAREZ ASSOCIATES, INC.
STOKES & COMPANY
-A R C H I T E C T S PLANNERS D E S I G N E R S.
B U I L D E R S . & LAND , DEV E L 0 PERS
w
U) 0
7
4
[>. - -REVISED MA-STER PERMIT SET 2 A
w <
S;HEET SHEET SHEET W �z 7
NO. TITLE: NO. TITLE: NO. TITLE z D 3
AS-1 'SITE PLAN w
S-1 FOUNDATION PLAN cb
.S-,2 C-UNIT FOUNDATI.ON PLAN 0 6
A-IIA A-UNIT RIGHT _(AR)(AGR) A-113 B-UNIT! RIGHT (BR)(BGR) A- IC C-UNIT LEFT (CL) (CG' L)
REVISIONS
A-2A A-UNIT LEFT (AL)(AGL) A-21B B-UNIT LEFT (BL)(BGL) A--_2 C C-UNIT RIGHT (CR) (CGR) ELECTRICAL
A-3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-313 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A3C C-UNIT ELEVATIONS RIGHT (CR) (-CG 114, cl)
LO 00
A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-413 B-UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C-UNIT ELEVATIONS LEFT (CL) (CGL) cr a- I
A-51 SECTIONS & DETAILS 00 c I\1
6 2
2 3
a w
w
0 a 1
a u cl
CL
J�L r p R 0 v E Ei
cui of ATLAMIC BEAM Lu
r7
DRAWING No�,
% AS- 1
Z z S 0 '\J UAek, Ln 14 1 OFJ 1
AF 27021
cowc, PAC)
----------- ............. .
L
z=
F-
LQ U)(n (a
uww cu
LU22
t2M
A'�
I—QF
z
EL 13 w
0 LL
I f2,-4
Nd 0 UJ
LU 2
-7 -7 U)
LL
17\77
4i - 2
LU 0
En 1"!
co Y
M L)
N L) m
09
12
IL
ib
LU 0
"T, LU U)
41
ji
1'2 5-,
21-41
e:
ej, --.f
4-11
411
AL.-L- -ell e.,
n�
CZ
T (C--,
C - L�� T L-E-FT (C L) C----- L�J I T C-:�2A F�Aef� LFF-7(C" -,&l C - LQT F I e�1 T (0�,) LQTGl'-\\�?AeE� F�k�l
�-j 1D4s\—T 10 Q 7 LA �1�
L �\j
----------------------
�ij
U ,
TL
A
-J,
X.r.
21
I tr M�F OF- >
IV
loll
62 P
L
r rr
211
Ef
C-D
40'-6all
L
Ix
C2 H (-ryp)
2 x,
(m
--------------
?-S�4,K I�Z e:;�\m w
cfAM T
Tz�-0
1 L p0j-�,
REVISIONS
CL
U") 00
10 -1&1 0
FZLJc---'�E� - --------- --- ------ - - co
79 -rlrf:::5 =
0 2
J� 2
u
LA�J IT m LU
112- 0 1
--1 2-0" u
L-A��,J
T F-- u
&d- -411 411 4�:)I-1�14711
Tyf1r
0
ar)
mom=*
rYP1,F— '61 U�jr�
�t�ANJ
k"11
TY ' U-�
- --------------
ORAWING NO.
4
r t
TjfF-
f
Fr
ILL
s
-z o w ul a OF
AF 27021
S'o
11 oil
—----------
(n U)U) Ir(D
CC CC D(rU'
141- 4-11 uujw cu
—----------
LU22 :3
F2
15�6 x 3,vx cp
J1
U'j UJ 13
a EL w
41
110
0 LL
LA
D UJ
W 2
IX LL
00
3 ui
V4 U) cn
co
00
04
g1t:L- E_ NU m
I
-!57—FF_- F--r4\wl 145 w 0
t Z_ LO
7-- 1( w En
EL
_T_
Ti I
z
<
.... .... .................... ......
L ........
All
62 1 C52
.. .........
M
AIP
Al T'16/,�V�s6t _X
Ig
4
IL4
4.
MIT
6- L�Ad
IL-17 12 F�
W Z4. 11 <'� �4
1—7 .
LJT1 [--I-T
Fr—
MjT 1!A 11 '41 1 Nit".
c�2\47-_
A-
J it
'M
1LI
1-., 7,
if
LA
uj
o"x Ft Ic-ti C,),d t
I-oil
F
C_
_4 4
-C-111
REVISIONS
IJ KI 17' (Coll)
LO co
0
co 0
Ll 17 �11\/I t_�6? 1 1 C-3 T :E;"F, CID cm
C, L��J T
L z Lc 0 2 IN
/4 F--A' F I I a6.;' '5. F- 2 u w
a] 4 w
C-" E Z)L I L E_� 0 Er 3:
-1 0 u 0
[-IT F I XTIJP-T-:�- X1
%4 kAL-L6 <:_,F_=-I1,1NCn- �ZF_:NAAR.rF-d
/TT'
0
T
F.T '. j
jt__
M6,
CD
W�j
C�51 K_
L-7:1
Z
7
=—A —1 . -. . -1 - . :;;z�q '
I ,
LL
VNAM
J
U-1 I
','I, __ � 1 11 LLJ
F_ LI
j
HC G�e 9
A- A N Y�__n
71 O�,JE)
r--, I TC—,�—1 E z- �E L—EVA71 F5AT H R/"' _ L F,\1A DRAWING
411 V,S e TS L__r-_= 11 14 11 1- I' rJO_\
ic
F,4\-r 10 OF
-z-z V boa Ln �1
AF 27021
Lo to Lo Ir to
IX 11 0 ej
UWLU —
LU22 m
6F1
WP U)d
U.Jui 'd
CC IL 13 UJ-
A,
>ix
0
LL
NUN wo L Us'
w 2 �-j
A16,E a U)�
LL>
(32
-4� 0
LU to
(n 17 in
PRC)VID,6 13OX y
(X)
(o(j
-19F F. 04
F61 7-Ul?,I� FA Iq
N U m
w 0
W (n
CL
I T
(n
----------
611Y- 61?AY—..
WIP UNI r
PA Me L
w D
L--1L" -
LPT
0
w
A
—6tly- 6gAy
T
w
D
<
P,4NEL
W,
7A,
F -1
AT CoNrl?4c7-w�'S
OUTI-,CT FO�? F u TO A7,E
ELECT,C)C 000/? 0P,57A/,ffj?
>
——----------
W
Ll
w
REVISIONS
2�7Z- EC7-1;?1CAZ, FZ- 001? 1-�'LAIY 7- cr-� c 7-/7/ A i- r-L 0 Ore /CL A A/
Lo co
CA E 0
Cl) 0
co C\j
0 2
2
0 w
w
0 u (3
C)
F� C)
z o
D CC uj
w
ro R AWING N 0 N
A-2C
0 F
-Z Z, 3 0 ?9
r 0,7 S -:lA
CGR CR
- - --------------------
Hxa 0(ru
WW (U
LU22
t2E9
14@ U)
UJ -13
Cc EL o w
Ix 0
J
(3 LL
U bw
TP 2
w mm En
LL
'j 2
w 00
F� le�IT E� L F��-VAT 10 Q L,J�J 0 ch
M
m
04
NO m-)
wo
w U)
CL
--- --------
----------- -------- --------------
------ - -------
nT
51<1'�Tll 1;1-"��j�14,��.,�,�'���".",O',�'.�'.'.,
r-T Li
E.4
I t
REVISIONS
CL qt
Lo --j co
0
C
co cli
INT- ��-Ag—t77 L, Ll �,l 17 2 CIQ
u w
w
0
- - ------------
F- %map
>
uj
LU
ORAWING N
ON
A 3C
u
Uf
az o OF
Ll F- FZ-1 0 T
LA
AF 27021
'S
CL CGL
--------- ------
------ -----------
w w Lo rw
D@
uww 5 vj
LU22 -M
2
1<@ U)
U'JW -13
CC EL w
4--Tr-',K4 �a
0
LU
-j
W 2 U)
IX LL
'j 2
L 00
F'T -��,F-7 FE VAT 0�Q (CeL,) LJOT am
%4 co u
09
NU m
WD
U)
W Lo
CL
.............
---------------------------
---- ------- ---- ---
112
----------
----------
'7
7"
-7
U-
M�A.
1 /A- 7
LU
1:E
4L-j I
REVISIONS
LEE-VA T
UQIT 0 CC OD
Cl)
00 CM
6 2 N
2
U w
w
0 1 4
u
Z
Z4- 1
T:-
F
z >
Z) Lu LL
..........
LU
cr:��u ci—� w —j
..........
<�-r� OF
-- ---------
rDRAWING NO.
TT I I
L- -- - ,2 x4 A-4C
Ix
C,L�) Lj�j I�r
Z-17- Lo n L T4
AF 27021
Z c-,LEAC HIU , F-491Z VENT eOOF e_-v44IIQ4M1_Ee, OVEP,
1�..- 6. v*-
2,Lor-k/i NG 154FFEL-T A�4P Y2." n_YW1I76PX
PkOVIDE- WeoUL-A.TIOW I54-F-rI_F_
TYR -44F?U - 0LJT
-4A.LV. WrL. PV_1F
PRE - P_w4ri UeV_I;ZE_D WOOP
V-4ZF 5HIL4LES 47VE;F IOPIFEL7 IZ TZU166PE60 2411ae., X 91 F2,T,
FVE I-. W V, 41 *E \-2 x 21 Z"X G",etpAv_ -relm
TI;Z ul�_�I�1�1 (�� 24 a.6. 44U;2121CAWE - 44LY, HTL, PLYWP. 'W/ VF_WT-5,
1�_7EE TYF _e7E,6_r- FM c',L I P6 C 15-4, 'r;Z U to&
Y1Z!l PLYWOOD Clox or� --WOW 61 C21 U(�r CX '5-ruee-0 (t)(R-F- E LEQ
i/N V. A, APPRaVED ALrC-rZNATE 6LOW N F I SE R&LA,�-:)5 U)in U) (D
4,&L,\/. HTL. Pei P I Q s,U L,&,Tl C7Q V�- 19
I A 2P P. T. YF U 1:0
11 , W/ UJ22
ZXG" 6PPUYED CEIL_IQCr FLE\/.)�
2"X4- =12AVE TiZIM 4- E 20
2- x 4- �f E Q A fZ -7 R I M
U'J UJ '13
Ex,)F.&P 5:,-rOR _"14?)1 PINE-, PL_W'PW/ �12 614-YR E517- a[Lo W .
PLA-�� Sr_:R_EEtJ VF-WTS LV a
U_ I
4 o
Mir X4, W00C) 5T Li D,5 I&` ac, _10� (,�PEE ELeV. r�72 LC,744-rI0N-
;2F_ TLJ20 E517. -ra \/EQT`ifAL APPLICATION OWL\(,) U
LL U_ WINPOW SIDI M
UJ
=001)
U o UJI
IQTEIZ-I0P- WALI-S -�O 1515, � J
XS" OR I 'x G F I N F_ LU 2 U).J
w000 LJ 24 Lt�H r,4rH I KI-r-r 11 — IL >
��D- 5IPIkV_r APPLIEP
U) -12
r,?VC1W-LE ALUH. -HOIZZ. 440;ZZ, OFZ DIA4'0W,&L �56E- 11�-IPRE4�.&TEP 15HEATHIW6% 0
b.&7f UJ (no
WIWPCIIIWI!�_7 W/44A.I..r- �5(,59EFEFIJ!5, =140" Exwdbr=c�) OR- 2157HEE e;;, -Y,2)' PLYW'P & EACH En iMM!
C7r 6j7V"5P . a)
4 [0 U
N U 0
TH T) wo
V�Z 41yp- E�51D. 6H � 1 F'IkJllt�H ;2OL,14H ERMO -FLY' (7APr, JOIN
C-,WE:W-r �Slffr EL5_V-'46) M��rEg 59-RAP A�5 MIK 157, ex C,.
E)AP,P?I E P� - wo-m : U)
WOOE2 E:� P I U &PPLIEP OW 61-,&LV, WOZE " K- LATH " 101 FEL-r 0\/F.P- (n
OR STUCCO OH K- LATHF-" rUL-L I Q e---7LJ "TI OW I PL%YW'D.
5HEA�T4( K.14r OR ' I< - LA-rki `
AT 6-rucc_0 APPL-IC-A-riON1 C�
AL zQWATE 2-
Z X4� F.T. 1:-;0LF_ F�
Fill F�L,00112_ (5EF- PWIc_5,H OMI _6HCATi-�ING Ue-, E I`X 4"
IM �, AT ALL �foQt� ci�5
1 ., 14'
N4 ill'tvk
U,�E " (<- LATH " AT ALL-
15
V
TU r T I C
6 _C0 ARPL-Ir-A
77;767EE 1!�_7_rk7L1C_r, TOU(ITUP-4.11 P�Aw�7
_X
7
LF
:j4 :,
1 i ;�11-
T'll
52 F_ 5 b f:�00
601�J6. FACE SHA.LL b6 VA.P)O;Z 6&12�21EF- �,IIL VIGQLIF-EW
U 15 12)E P 0 0 LJ C6 0 (LV FIL-L
now
0;4-PQ 1,e7 0 P" _4
4ZW N�Y,"!
X�
d!
01;
1 7
P71! I I I I[—
W
F_C-F 10 t%-� I N DO V-4 7YPICAL- E51ECTION TYPI L SECTION
4
7
R .
5-0, 91 mm i
N%
3N
o"
_0-L
15TUD
WALL -Y,
W001D STUD WALL Z
Y F>, 51-). Q)
2 X K- L,4,TH E: >
a L
INIBULATION /4 LO
15TUCCO
F T
, �ZX4 -A
W
11 L I 1�1 1 J,
DRIF /IAOULID
-Rr=- FZ�6 MTL.
------F W
'5 UC:C 15 COWT TIL5 HEMZTH-\ FIKF=PLACtCl�rP, OL 21
ROUG4H, 5TUCrO ON TO CqKADE CTyr.
"K LATH `5TUCCO) ON I W 1�no
CiALY. MTL, WOOD 11 ....... G�ALV MTL.
IIK-LA7-H txp� JOINT cb
SIDINC .0 -
0 0 . .;�
REVISIONS
L0 00
0
co
00 X a. C\J
WOOD TO 5TUCCO W001D TO 5TUC',00 EXFAN51 ON DRIP MOL FIREFLACE E_ LEV^T10r---,1 '3 1
d 2 (0
2 Y
GORNER (T WALL JOI N T (V E RT OF, H DRI Z) S PLATE 5CALE L) UJ
Fifziar-LACC- a) 4 W
0 cc 1
a U 0
GFNERAT, NOTES:
GONTR/�%C7�_DP::� S
All work shall conform to the City of Jacksonville Building Code'
Finish S�!.r2entry shall comply with the American Lumber standards. Interior
and high standards of workmanshLp. trim shall be white pine or better. Exterior siding shall be rough sawn "W
Site and Foundation: 3/4" channel rustic. install all exterior wood and finishes with hot dip 5,
galvanized nails. All interior doors to behollow type. 1�,�7AL_L_ &,_Cq�2DJ��(27 7e::) IVIA�4UF-. Z
See stru ctural plans Thermal and Moisture Pr6tection 0
Concrete,__q,�Incr,� e sprAr U�iit--� and �tf� al
Exterior Walls shall have full fiberglass insulation. Ceilings to have a UJ
'See structural plans R-19 blown fiberglass except where batts required to achieve 2" air space 0
(typical conventional frame area) . Roof to be fiberglass shingles, 15 UJ
Caaentry: year roof warranty. C>
0) 06
Rougi Carpentry shall be wood that complies with American Lumber standards.
Dimension lumber- timber and boatds can be #2 Southern pine. Fel t -15# a s p h a I t
impregnated Fry or equal or rosin sized sheating paper where indlc*ated. All
anized. Ply- FO R,
nails, screws, bol-ts and hurricane clips are to be hot dip galvt
wood roof sheathing shall be ;1" TNT-D'FPA (1) C-D exterior -gl'ue,_ , or.wafer board SEr-_ FLOOK PLAN
HE:AKTH CONFIG-rURATION ORAWING NO.
All. wood bearing on or against concrete, masonry, steel and floor joist shall
be preSSUre treated lumber. All outside studs will be at leasr- 2" x 4" @16"
F
f2 X
A tr�
T1
7
I L
I O.C. Ynside walls shall be 201 x 411 @ 24" o.c. All A-5'
roof joists at roof edge to be secured with hurricane clips 24". E F:1 A C f-:: ALTERNAT 1 1 01=1 1.
SCALE