Fairway Villas 2130 AF 27021
E31JIL_CAN(� -R::::) E3F_ FZIELD EDETE
P-M N FED NOTE:
THE GvENEI241_ CA5)NTP2/h.C--r0P- THIS SITE PLAN IS TO BE USED FORGENERAL INFORMATION,
BUILDING IDENTIFICAT40N AND RELATIVE POSITIONING OF
UNIT TYPES ONLY , FORPRECISE GEOMETRY, ��,ATER, SEWER
el Da M I NI M UM le�/ ��C LESS 7�-��4 A & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMS,
T(!--)-r,&L- C)�__ lc�::) E�E-rW FEN 7AC? Ar,,U - 1-4DT5 INC. , CONSULTING AND DESIGN ENGINEERS .
PERMITS ON SUCH PORTION OF WORKTO BEHANDLED SEPARATELY .
LOT NUtAF_sF_IZ MUM w
Ix Cc 0
34 35 uww 0 pj
Llt,�IT TYPE PE'51GWATIOW W22 m
(,5Ee [)e5G�ZIFT10�4 2
7!�- jQ (n
UJLU -13
oo ' WV 4 31 IX EL 13 w
— — ---------- -T _T F- -i F— -1 F- -i r -1 F 4 2 LL
E7 I Ly'] I I -1 1 1 [2:4] ii ao
F ) i I - F F — __1 �
B R (AGR) '_ I I k�l I I J
E2 El m 29 jz_ F'z 1 9
K7] R U5 9-N I _T I 1 0
UL L U_L L
91 1 9 @ I IS 9 j _J
__j ; I - -A _J L
L@ 6 d 13 W
------- W2 MJ
.31
------- IX LL>
4 'j 2
�01 0
0
@ LO In se
00 u
_T
F
04
F - 7 F _ T F -7
NO m-1
Lu 0
1�4]
53 9 Rz N 1�1 El E 1 [14j-
Ill U)
na na rp Q I (g 0;7
olz si I , '_' I
L 46 1
-1 J
t t
14
7c? E.Wp or=
rE::) FL E3Y CM-4 E9Z9
eEE T,6,E!;LE 5C--LOW F=o;;z Tk4F-- LJwl-r5
—FE�dCF1 OET,4iL- k1 IZ IP 15rrUCA--:-� rp I F_;2 5
Tk4AT r,-1 A`( 5E PLAC_,r-_1D O�4 TkIE5E LOT�B LJWIT TYP�-:5 AL , A&L, E5L ,, OWLY
C�0,
4�Y E�F, -ACF.P ot'l Larrs . 7"v
SITE PLAN
:4.o�.
NJ
AP_ ONLY AIZ A64?,, 6L, CWL-�-( UWIT TYPE-15 AV, 'N.&�Z ' 5I:z
L—Y
M4�( FLE 0r-� T�4�-:5F_ LOT5.
4
A I;Z F3I;Z K CK c:�N[,Y
AL E3L c:�4, 6-tQl_y j '�� OI,�L-(
eCALE', l" ==G0'
AJZ E31Z_4-0;;� 6WL,�-( iS,L 0 N LY
ARC H ITECTS DEVELOPER :
PEREZ SUAREZ , ASSOCIATES, INC. STOKES & COMPANY
A R C H I T E C T S PLANNERS DESIGNERS. B U I L D E R S & LAND , DEVELOPERS
UJ
Ix
-REVISED MASTER PERMIT SET E _j
S'iHEET SHEET SHEET UJ z -2
2�! D -3
w
NO. TITLE: NO. TITLE: NO. TITLE
AS-1 SITE PLAN w
4
S-1 FOUNDATION PLAN 0
S-2 C—UNIT FOUNDATION PLAN
A-11A A—UNIT RIGHT (AR)(AGR) A-113 B—UNIT RIGHT (BR)(BGR) A— IC C—UNIT LEFT (CL) (CGL) REVISIONS
A-2A A—UNIT LEFT (AL)(AGL) A-213 B—UNIT LEFT (BL)(BGL) A-2C C—UNIT RIGHT (CR) (CGR) ELECTRICAL
cr)
A-3A A—UNIT ELEVATIONS RIGHT (AR)(AGR) A-313 B—UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C—UNIT ELEVATIONS RIGHT (CR) (CGR) to 00
0 a. I
A-4A A—UNIT ELEVATIONS LEFT (AL)(AGL) A-413 B—UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C—UNIT ELEVATIONS LEFT (CL) (CGL) co cc: 0
00 C\l
I
(0
A-6 SECTIONS & DETAILS 0 2 y
2 u w
m Lu
0 a 1 4
a u 0
0
—DING
"I.
z
.j
CL
Lu
F
C/)
ORAWING NO.
AS- 1
1 OFJ 1
-T�'T 7`1
F�! 7
AF 24#72
.0 1 37 15 M
kt
Ix 4 STUE')5—,�,
L .. .....0.
OL AZ� 1z
4'COVC , 5LAB W/--, F T 2 A4 It W/ YZ'ep,&e�
_7 6 6 WWM CA, ALO"e�.c_ W/ MJT
WAS H F_K
r
k r Fir -i-1.
__j
t
I L VAPOR E5
C0Mf1*Ar_Tr=P—_j
Ft LL. 9
01
13
�LL 141, all C-0 MC- r-TCi W/ IL -4 4- CO MT
14
T
r
+ E c., -r i o N
L J
W2
Ito'
WALL.
=I 'T"I f, PEEPENEP 5L&B
2) 4 STUD WALL, I-T. D
SEE FLOO rLAM) La M
D, 7 7 P.
0
F E) M
0
Ll "-Z 4�4 COUT
4 f4l VAPOR 5AKRIE-P, MM LAP-2L Lo"
3 14 Oil
Ld-c
I-oil
T 40
4 E G T 1 0 M
E3 - LJ N 17- P I GH -F (nR Bf - UN 17 LEPT ( BL)
47- - -I i- 1' 0,
1120 WALL DEEPENED
4LL PLANS
7 G/!�RA(��E:- P::� I G H SCALE
E3 - UN I 1E3 UN 17 G/S.R.AGIF. LE;=T (F3G
#
4 IC2 0
40 10.0
140 0)
4-
L .......
10 0 le,"Y. 11!� W�JC.THICK
e)LA5 W/ �z #4 EACH
A L _4� WAY,
01 J11
Fr
SECTION
ILO
00 4 C6V,S�,LAE�!.
W/ WMA
A.—
%
(10
's
FL
5 ECTION
-4.
LL_
L 0"
4 31
IW-3ERT Cx�," NHF-N BIZICK
_r IF-
7 FOURIM& 0 R54am re- IIES6 _j
j�4
Fit
� I
r
—:7z z-
UJI
q
RATIO 9LA15
oil W:
4
W
24
61
4 CoMrACTF-D FILL REVISIDN8
Mi
A\ L
.,A - UN IT I.FHP-F
(AR)
UMT RIGH17
4 CLEAK L5 )G"co�r-�=Ta 'C:>
4 &yr) Co. &
W/ 'z '114 c6 u-r, z
T . R) T 0 2
PEW FS GA 2 U
�AL, NOT U N 17 RAGE RIGH t E C T 10 N
/%GL I, L 0" a) 4 W
:4 - U N 1-T G41R,4oG E L-EFT
S/4' 0 a
G U
4 10"
0' f� I � ' 644tibn Qokk Shall atUln 4, UUMM 28 day efqoor�a 1' '
4
9
-Holz
I M F15C N,AQ,
0, Ors�-an4, 4h�i
'h 11 b(o grad6 60 be
z
AmA tolk$l at 2
3 b , "a Ohich4ver is
01 44, .1
-o
tq %
�Bottm
ko 4te slab r,� -7---`"`
-Z: :77—
W 5. Positi-oa drainage preventing saturation of footina blbailng soils from altand-' cj�
Abif (14M) 6hall, 4-p% ASTM. 10 . 4'.
n W At er�t,
Z,
L
-in wateir js6all be.effected by 414ing finish gr4de way from bu1id*n$ .4a 'a = -4* . - (0
d f
slopo of 1,1.10 for a diotdrile o .5 fe�t. -2 #4- FA
44
. . . . i ;All
HAY
6. Cootract(or shiwll verIfy all foundation dimensions with archAtectural pUlins,
r
gd "tail 1", 4 odtOT1108
th,
f bUil
out 4,�
3 1
7. t ock anq Mortar., a.
'eat, oq�o� �p E,a I
Or 04 and
14its 4.iTding
th4V �b
to th
ST 4�
Confora
e rii�q4ire*Ot� of A spucif at
-e ff.C,T 0 N
4
f*11; be
9F "Voitiall'o, cela�T�t or eq6tvajolitt all d($Df4r* tc, ,As"
ilk 4i�kO 5
��ECTIION
g4rogatel. for masonry mor
'd �44 d6oforp to, "tm 61,44`� a t4 0
an a
ING
0
7
F4 ',T
4
�46 ir
J
r4l
4
$z
F4 /07AW
the' v4k'
v
lit
f 101n, t 1.14, OOV4 '11nid Imildo 0_0 f 0"4tdftvM1o1j yal"I" $hall bo vo�l�
S
fi*t
vo 11n
1_0 u"
4�, I
41.
30 "irLml V(((q.5
7 7-�71 -71 - .., .. .. .
7 q1-1 '7--
I A
7,4
�'A'Fq ;4
0
,s'.
2,
IL Ot-
4,
5�.
Z Ow 10
:22
H
-rz��F U)
PL
0
r
M,#.4tr
44 15! 0�
T
g�EDRM
comp. OW
4" Ct';WC. SLA5 ,
P-1 FRE�PLAC
rnoS r->F= W.0
WALL. _L_ Pazz1:;>r_ PITrIH 2
NOW
tuL
Ul
4
2
If
4
If If 1514"
4
LA
41_ 1
4
A
,v
T
WUN
LOW KaL_"i
—FPU5!5 —FN(.PES
2
T R
L
F:�, 1\A1t--,JG P _(B_R)
�US
F1
rH
7
TRUSS .F=R&MING. RLiniN
K 17.
GA PAGE E3G R)
low .
eH
Kerr
e tcr�.
0, (TYPICAL�
46 .0
4 (40A)".
914a
A bH
Q�T;ZY
EWTQY WE
m/r
-7
WT
4 .
\To EXT.WAL
7.1
T�
TH
1P
'r-a lam.
2,�4 CKPN:;k
Lw 516"
N/
t X i L
UN [T
. . . 15 BR)
CEM=-n:2EF-
F 10 LU15.
l�4
i4mvi ak
F 4
LO
Nit
F=
R)
RIAN 17X=
PAT I CD _55 a�F
v
a
W,
0 ff
E� U N 1 " r
r__1j liS H �5C H EEDU LE 13 0,
S. F7. ENT
T EU� eP
11,1,;,, T, - ,-:- "
SOF=F:IT -(XT p =WjuaH'r1H(Fp
wl)CrUF;ZF-
F-U�OR E�6_�E ],�L5 CEILINO FZEMAP-K,5
T
LI\IIWCv CAP-RE "Cc)C) CEII_1�4Cv H 4j2A F-S
114" LAM.
K-
.06 IRR
'Ica-paos M. W, w
N 0- RER
rK 4"05 P LAO
M ,
T.
H
7\5
Lb
"07
L-W-4 b0a b�
XNE9
-HEN VIWYL
4 voE
"
M4 u P_F_ ;:?E�
tEY
I
I:;::N,
L f F, 4-T=1�0. N
rp*" ' E, N ' 1 2 1 - 7r
H_ CAPM PA
I klc� VINYL
5�
=5M
2r�
.77
z—.;;E .12� r
(3,L
4.
Al�
J '
W,
rvIAM
Vt((q,l
AF 27021
PATIO
STC)p.
-P, C, Fri.
MR
Lo U)Lo,
(3
UDRM. Uww (Q
W22
u w
CL w
>
LIVING
13 IL
w
13 W
R10GS W 2 .,-1
U).j
LL-
PRO\JiDr- BOX Ix 0% >
SECURE rOR rUTURF- F4N U) -j 2
0
(o Lu (30
10
Lo co
04
-A NU m-3
'�,FF
WAL OUTLETL wo
w M
tnr IL
[MTH.# I
CAF-1-
RANG DISR
w) H00 P.C. v It
D
L
04'
K IT
PNL5D, 5.
PNLBr).
RE
-V \V/1-1v
4,
-GARAGE
BDRM
4>4
P,B, (o
F
G
G.F i.
L - -j,
4,
Al
"t lie IRR6V
Q UT L F-r F 0 R JU4M
'FU_
-6A A-GEMOOR OPENER L-L3 -
A7H i*&
kp
Z:
a >
LU
m
z:
V
w
REVISIC3NS
to
cq
2
U w
w
0
a u 0
U.
uu
—j
e rs
'.%Nor
DRAWING 1466
2B/`
4v
N
t frl�,,,�`
R
Q F!.-J,
It" Ri, B
31"S,
R. 5, \,xlO. F^5651A
_14 <.
R,4, 2xz woor 5101 MG
8�
rOLLOW rzboF Pt H
TIZE5 L L U4
Z�
C 0 Wr 1 W. FL A,441 M6
4X ,5 WOOP 13EAM
)(4
—r:.X PAN-4)ON �01W J(T �(P.)
_ t�- 6, 2.x4 CEPAR
-To &IZAVE
w
'L.-E FT E LEVAT 10 W U ,W ,1 T LEPT ELEVATIO UWIT
13 G 1::� )
0
iN
v7.
r�OoFr _4H1M6LF_6
lt.�4
j
77
I b
Id
WCOP 151VING
3
H_T' ELE -r E [=E, T
_vr6T 1014 (�5 H
(2) -4 0 VENTS
41
poor 6H1H6L_F.!5
Ail j
- -------------
A.
0
OPEF N
A
!;i_l tA
6L
,,, %..... 1Z IE AJZ ELFVATION (5 ,G R) u W I T R EA R' ELEVATION ( 51z) U W I T
2.X 6 FA5r_1A
:51 v I K.a 1 X 4- WO(�;12
ZOOF PITCH WPMC_6T�F,
\,K/OCX2 Tr�ELL16 To FOLI-OW r
A Be rz e V t AT 10 N -4
R..4- 4x 4V
R. 6, rZOU&H 6AWN
WOOP �30AM EAP -TYPE GARA6E 0001Z
71) [1 - , - - .. I I on
TAL 6LtOEI? 6X6
WCOP PObT
OP5N
1Z.6, 2 x 4-
_4TUCCo
IL
6iiu c 0
,tv.4.
00AW,lk,i
*"*Wow
K \W6OP 61 1�I N A
4 -M ALL F-LraVATION6 6CA Loll
0 L E�
T
W L, V A ,T[ 0,
FRO
u _M_ t"T, F 1? w. u R,
� I , --:'-W,2 a..
�41
0
----------
AF 27021
;B:GL' BL
Ul
LQ
U w
EL 13 w
m
aO
J
ME
W2
RIGHT P_LEVATIO�j ( BL) LIWIT
M
"M
41
LeFT ELEVATIO.�l ( E)GL) LJQT LEPT �,: LPWATION (BL) UQIT
W
4 j
ve f' '
N
IN
jv
LU
j
F.
A
R ENASI
Ad
CQ.
REAR P_LEVAT1ON_ _(BGL) UNJIT REAR ELEVATIO�� (P--.)L) UNIT f
2
u
Ix 1�
Q,
NOTE ' ALA, F_LEVATIO�J5 -
I I -oil
�5F_F_ 5HEET A- -35 FOR FrLJRTHEF2�
DETAI L5
11MIMI; =NOW
1H i
"77
DRAWING N
PRONT ELEVATION (BGL) LJ I T FRONT ELEVATION ( BL) UKIT
eWo T—,AjKVIA� ll(((6(5
4; _:4. 'V�
--------------
AF 2IQ21
If
WOF -914-IN44-ES, aVER
-LENe MIU , F;01Z VEWT
/INC 154r FF-LT APP )t* FtYW'M e-C*
PeOVIDE IWcoULATIOW e%o&.F-FLI5J
-NIP. -q4F?U - 0UT LV. M T1. Pe I P
2 X 4 a)1+'16.c--
P.T.
FV E-15 Wi�-. W/V. VXF: SHIW-rLES OV5;? 100PEL-T -rI2.0 66E 16 G 24 a.4, GlldtpAe rZIM
,5;PH I KV-rLE-S7 41 F:Iz&MIW4- PLAW4-v)
-r;z U4,pt;o L,? z4l a.6. HURRICAW155 - 4A.W. M-rL. 131/3 CF-PAR PLYVVP. W/ \jF-V4Tt,
150- TY F.7 -6 E6"r- 54 7 F. -WOOP d-N r7l W4, 6v 6-rwezo E IFF LEV.)
Yz!l PLY\-,/00P C�px OR 00
FAtx:�IA. =171110W IW'�PWL,&TIO�14 V-A, APPROVF:P AL-r5rZNATE OWN F I BER&LAS5 0&
4A.LV. M-rL. MIF> IQtULA.T1C7Q V,- 19 42v1-.MWU01J5 P�5HINGP
In" UWW 0 cu
W22
P;Z jA
j,.Yep 2 X4- " 6F-nwe (,�5r-E F-LEV),
0 4 T
14- . 2X 4- CEDAV, -rRIM MA 6+1 ftvTrom W1FAt;KIA, .
A;?0UW17 WIWn7W1!7, U UJI
PINE-- PL-YW'P W/ 4�yp bp. --------- (K IL 0
t\i F-�<FAWS71C44 JOWTIEP,
--I :z PLA.�v� SCPZEW VE�JM 110
IL 1, 4 0.C- . La4�r ION-
4 C :z1lx* V00c) 31UD,5 110 0,6, ('�IEC- ELeV . F6
od
VE2TICAL APPLICATION DWL\�,)
LL U- w000 SID I kje-r d W
ZL UrEI2-I0FZ WALLS -rO E5E W 2
I ' G" PINF- TH I�Ie-r
X 8 CX:z?, 'x w000 �,-ruv,!�, & s4lac, LL
Uf
0
1!71?OKXZE AWK -HOIZZ. 440V.-Z. OFZ Ow H
61M. "4F-1DLF- 15ILL !:)�Z" �IeE�124LA61� E!�Alf Z -!1HEE-re:;, -�WPL.YWP EA,6-1-1
wiwpaw-5-7 w14-4A.Lr- 6r-gffrut�r W1401 F5XW6EVj ofz U)
T I C?W F:-A(�E 67r e
a)Y
M U
ALTMWATF- I
T
U6 0,4
1 .4 1 N U M
16 -rHmKm6 Fpuy' (-TAP1,= JoIr4_0
Ve eryF . IE�,D. 2, 41 rlUltH 120LJ4H 01M�Mg 97KAP Ar2 pt,:K 57. 5 C1. W 0
P"t'-rEW (SEC ELEV-145) Wo 11�
uj.u)
AFFLIEP OW 61-ALV. WI;ZE 11K-LA70 U15E I L.AYF-v- 41 FELr avEp-
CIA
TIOW
If F:-UL L I Q t--PU 1 11 X EAFI:;'�[7 PLYW'D.
09 5TUCCO , ON K-LATHF- 5 H E A�T41 W 4:r 051_11�- LATH
AT -5-rUCCO AP A-rIOW WOOL? DAt7 e -rElZMATE 2-
AL
Z"- A* P.T. e--Z:)LE Fe W1 OMI-r -,5H1-:ATHIMG U65 I`X 4"
YeAU6H09 e7a.-O� FIW, r-LO09- (5EF, LET- IN -,� AT ALL COIZ�AE �Z6
PILL FrL2 . U-,�E " K- LATH " AT ALL-
F:'I kJ- 5TUCC0 APPLICATION-
lee e7IM UCIT,
-z 77
V r=
2F
7 7� YA
60HC. I, 5HA.LL E!,E — - e
120 &&IZWIF-P, - MIL V14%QUEEW
IF
F-UbE51EC? C11Z L J C C 0 r- M P)A T I-D r I L-L
�1(z
�vl/* 3,jtilli 1011 All
E!;�t-n2,',e� o FF-r I o w
1 .g 0 b 0
16p;
7 6
E -710N —TYPIC I L SECTION
C S-ECTION - 2
T !9Wl I
*4
X 5TUD
WALL
WOOD STUD WALL
17
2"X 4" LATHE: Clypl 50.
TRIM,
IN5ULATION t /4
j
SX4 W
t5A5M TILe
MX VV "J " DRIP tAOUL0
tM0FC0eLF--ra IP MTL-
CONG. 15 COMT T1 L I- HEAP-TH F1 RMPLA-d P-C-r-r F,'
CMH'15TOCCO ON TO GigADE Uj
"OU X-STUCCO ON GALV. MTL
. "K LATH11. WOOD LATH " V-Xf-. JOINT
610ING1
Rr=VII§IONS
7FRIM
LO
Q
0
Co
WQOD TO 5TUCCO . WOOD TO 5TUCCO EX FA N 510 N DRIP MOULD FIREPLAC �-7 ELEVATION
0 2 �q
GORNER LZ WALL J 0 1 N T cvi=-PT OR HORIZ) S PLATE 5CALF= I LC:?" 2 U W
4-- Flpmm-Aca a) W
C) 3:
0 Q a
CCNTRZ\C7f)P:R S
G)
'All woVX 'ijhAX1'-d0hf 01'fn. -td the CitY'bf J'&ckS6avj11e Bttildin'S Code
violsh.carpentry shall cc=P19 with the Amevican Lumber standdrds,. ititetiQr
and high otanddrds of vorkmanship. ffft'itI'4111' bi Wilts pine or better. Ute�klov siding dhall be .rough sa0h
/4" 6ionel rustic. Install all exterior vood and
3'. . finteheswith,hot 01p
r-o I
u1ndatton salvai;iizaid nails. All interior doors to be hollow type. 72:�, KAAWUF=. 0
.1 plans
'See , iu'ctura,
TheMgl #24 Mole PVdteQtiQ!j
Lume
10' 'LU
264cretes Masonry Units mad Metalar
*tevlor- Vallo $hall have full' f ibevglass insulation, Qeilin$a to bave a
R-0 �Iown fiberglass extept vh6vo batt's requiied to achleVe 21' 'Air space ,
SOP struqp4ral p1iins (typical conventional frame area)., Roof to be 1 iber4lass ahlngles, 15
�digr vdof warranty.
ca
bf�'�1wood" t4 t eoihOl�,qi3,wi.t.0. American LUmber s t4ndards.
n
0-0r, t. ng pap6r where ind1date All
R-6 ': 6h �boktds �'t- �n "K sdotlie-Kil P1 'p, F e,
p
V !.n,qF! asphalt
ftoh'a'.P. in ai�W ;6healf
d
tazlldild hury.,tcane,clAps keb i4o�-b6 ,,hp-t -di - :01vanIzed'. Ply-,
04� i FLOOK PLAN FO PZ,
A d ' "I �Wl HEARTH CONFIC-4URATION AW
abqAthirtg ING '
a be NT
OR
wdOdbdati -cln or Against con(�,re4p, fpqpolor�,
jtdel arid flook joist shall.'
to 1:L be"at leaqt 2" X 41, @16"
luinbdr,. All outaid; -Eitbds w
2W.
Inside walls 4�1441.11,4� �X 4-1 24 6.c. All
ALTE
7r-r 0 A rZ
V
at, roof edge to be secure.41*1'�fi 'fitt"0:0 clips 24". R AT OF
SCA LF- 11,2,
'2-k3o