Barefoot Trace 2314 / Oceanwalk Unit #2 Lot 50 (2) CITV OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ld
LEGAL__DC
liqA)WA-Lk— UtVir ol—J,�T �
ADDRESS AM( 6geer-Itor Trdc,-�-
RE9 //aJ4/6-3-
LOC. ID 9
I 'gig
PERMIT / 9?7
CONTRACTOR 5:01iiaS
MIMI*
0 c\2
CIO
co
G)
>), co
U) REMOVE EXISTING WINDOWS
0
Ln
0
4.d
7 .%me
T7
CN L 0-11
0
REMOVE EXI
E
*000 0 CK
_j
Ir
0
u (z
L -- - - - - - - - - - - - - - - - - - -
EXISTING PLANTING - - - - - - REMOVE ROOFING DONN TO
TO RE AIN - - - - - - - DECK AT OVERBUILD LOCATIONS
REMOVE EXISTING FRAMING AS NECESSAXY
FOR NEW CowslRuCTION
REMOVE EXISTING AKM DECK
AND STAIRS SALVAGE IF POSSIBLE
REMOVE EXISTING FRAMING
THE HOMEOWNER DES4RES TO LEAVE THIS TREE IN PLACE AS NECESSARY FOR NEW CONSTRUCTION.
CD 1
I THE EXACT LOCATION IS IN CLOSE PROXIMITY TO NEW
CD CONSTRUCTION. CONTRACTOR SHALL CONSULT WTH THE
_j HOMEOWNER UPON COMPLETION OF LAYOUT AND DETERMINE
WHETHER OR NOT IT IS FEASIBLE FOR THE TREE TO REMAINL F01-:
EXISTING TREES IF NOT. THE HOMEOWNER WILL REMOVE OR RE-LOCATE THE 4 0
TO REMAIN TREE z
0 F--- D
L- --- - -
4z I'\ ROOF FRAMING DEMOLITION
FIRST FLOOR DEMOLITION PLAN V-0, c
< �.�SCAL�Ei/e =7tr-O' s�O�
rK
T'
GENERAL NOTES
A REMOVE PLYWOOD DECK AS NECESSARY AT OVERBUILD
LOCATION FOR MECHANICAL AND ELECTRICAL EQUIPMENT.
8 PROTECT EXISTING TREES AND PLANTING PER OWNERS
REQUEST.
C ALL DIMENSIONS AND CONDITIONS INDICATED ARE BASED
ON LIMITED SITE INVESTIGATIONS AND MEASUREMENTS.
'Z ACTUAL CONDITIONS AND DWENSIONS DICOUNITERED MAY
VARY FROM THOSE INDICATED. CONTRACTOR SHALL
VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD
BEFORE SUBMITTING A 80 OR STARTING WORK.
OCEAN WALK U-3 FLAT BOOK 42 PG. 74 - 74C
CATCH BASIN
Z" LOT 5 FD. 1/2- I.P LOT 6 LOT 7
NO 3624
N,10'05*36* E
I r
90 04* so.
FD, 1/2' 1 P
GENERAL DESIGN NOTES
u LB. NO 1048
REMOVE EXISTING ROOF FD. 1/2' LP. RE
0
AS NECESSARY FOR NEW CONSTRUCTION 5.0' EAST OF COR. A. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: F� -3,000 PSI
L.B. NO. 5231
REMOVE EXISTING RAFTER CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AGGREGRATE
WTH A SPECIFIED MOO" COMPRESSIVE STRENGTH OF 2.000 PSI
TEN AS NECESSARY
S
rX Z:1C PROPOSED ON NET AREA (I.ODO PSI ON GROSS AREA) AT 26 DAYS.
FOR ME ONSTRUCTION PROPOSED WOOD DECK PROWDE CONCRETE FILLED VER71CAL CORES IN THIE
WOOD DECK FOUNDATION WALLS AT EA04 END CORNER AT 4*-0' ON CENTER-
0) FILLED CORES WITH REINFORCING BARS CONFORMING TO
I REMOVE PLYWOOD DECK TO CREATE ASIM A615. GRADE 60 AS FOLLOWS.
ATTIC ACCESS
ROPO
ADDITION
WALL TYPE FILLED CORES
8' cmu (91115
U7) REMOVE SHINGLES AT OVERBUILD
CD* 32.r Z9 17.3r
0. REINFORCING STEEL ASTM A615 GRADE 60.
25 1
REMOVE EXISTING WINDOW
cc w I C. ANCHOR BOLTS: ASTM A36 .0
I;j- . D. 54/10-10 WELDED WIRE FABRIC: ASTM AM
zuos
- ----------- 1 2 STORY -0
.7 F7 E. FRAMING LUMM!
L ui
L ALL FRAMING LU111BER SHALL HAVE T14E FOLLOWING MINIMUM
STRUCTURAL PROPERTIES.
Ld 0') CONCRETE
it
L
PAD AND U) ---- :1:400 PSI, E- 1,600,000 PSI
RAFTERS:--- Fb 1 ODO PSI, E- 1,000.000 PSI
BEAMS:------- -
_J
Wj PSI
< '72' ILO ArLL MASONRY
_j kLL --- FLOOR JOISTS:---------- -1.400 PSI. E- 1.600,000 x
U z
I DECK JOISTS:----------F6-1.150 PSI. E- I,6W.00O PS
0 �1;4 &*
I_ 0 STUDS:---------------STUD GRADE
_j _j
0 L)
MISCELLANEOUS FRAMING:--STANDARD GRADE
'ILI r LEGAL a
F. LIVE LOAD: APPROVED
F-1:;�:14 F-14 Pq A4 T-11 RTRT-F44_-R :r 'o
U) z I -------16 PSIF CIRY OF ATLARM KACH F-4
DESCRIPTION ROOF BUILDING OPFICI:
I f 1-1 1 1 4 1 FIRST FLOOR-40 PSF
LOT 50. OCEANWALK UN17 TWO, DECK-------40 PSF
0 AS RECORDED IN PLAT BOOK
CURRENT PUBLIC RECORDS
--- - -- -- -- - - - - CONCRETE qe
___ ____ ____ - ___ - I OF DUVAL COUNTY. FLORIDA.
—------ ---- -------- - -- r DRIVE 0 H. WIND SPEED: 100 MPH
1. DESIGN WINO LOAD$. CATEGORY D (CABO PAGE 308)
< REMOVE EXISTING DECK AND STAIRS, .el WALLS------42 PSF E
SALVAGE IF POSSIBLE ROOF UPLIFT-46 PSF
I,- - - _L _FV0VE NECESSARY WALL AND FRAMING REMOVE EXISTING DECK REAOINGS NZ14
I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 42, PAGES 13-131) OF THE G, SNOW LOAD: 5 PSF JUN
7 14 4-1-4 4-14 1-4 �-14 1-14 �-1-4 &A 0
0 FOR NEW DOOR INSTALLATION Fr) 1/2' 1 P N. DENOTES NORTH j. CONTRACTOR IS RECURED TO MEET ALL APPLICABLE LOCAL BUILDRIOG
NO 3624 10 S. DENOTES SOUIH CODES, GOVER� ORDINANCES AND AUTHORITIES.
E DENOTES EAST I
W. DENOTES WEST co a
5 14'59'05" W, 16' DENOTES 16 DEGREES
Cm-90 5Q' P . 349,74' 15* DENOTES 15 MMUNS OF ARC
z (�,**�WE S�TE L E�VA T 10�ND E�MO L I TI 0 N 414152'57- 19" DENOTES 19 SECONDS OF ARC
Tb SHEET NO:
t') 1994
k,!f,/ SCALE: 1/4- V-0- BAREFOOT TRACE CLOVE
< CH DOOMS CHORD DISTANCE
DENOTES DELTA zjuilding and Zoning
A DENOTES ARC OfSTANCE
Z;j D 1/2� 'P P DENOTES LEOCTm OF PACAUS
40 329e Al
SITE PLAN LNEAL DIMENSION
7� 4�PF.4rTr,; ,rEF-
A',� 4 A
16 (L) C) N
FAMILY
LIVING MASTER BEDROOM
+o" F_+—6-
DECK STEP p"
(9) 9] C)
4' STEP
I/A3 DECK
4' STEP
NEW SHINGLES
DECK VECK S 181
181 10
(4] 1 = 1 -1
10 ADDITION 0
E-4
0
(4] 8* X 8' QUARRY TILE
1
10 151 [21
0 1/2- EXPANSION JOONT
PRO'ECT Sim vATH POLYURETHANE
EX15NNG TREES SEALANT.
(4]
I F-
A
a 1/4- -11 1/2-1
7*-ll 7/e 3'-Il 3/8' 1 4'-9' 2'-0'4
V-8 1/2 --� V-15, 16'-10'
63'-7*
TT=
REFERENCE NOTES SHEET A2 I : 111 4 JA I I
THE FOLLOWING NOTES APPLY TO ALL OF THE DRAWINGS
ON THIS SHEET BUT DO NOT APPLY TO ANY OTHER SHEET.
F-
[1) WINDOWS TO MATCH EXISTING MATERIAL AND CONFIGURATION
lz
(21 FIXED WINDOW. 91)�SOU�THELEV A TI ON
FIRST FLOOR PLAN
[3] 3/4- PAINTED STUCCO. MATCH EXISTING PAINT SCALE: 1/4
SCALE: 1/4"
1
14] RAILING. TOP OF RAILING 3'-0- ABOVE DECK WITH 6" NOMINAL
SPLASH BOARD MOUNTED TO DECK SIDE OF RAILING. REFER ELEVATIONS
It
(5] BUILT-IN BENCH V-6- ABOVE DECK
[6] BUILT-IN TABLE SURFACE OF TABLE 2'-8- ABOVE DECK r
[7] LOUVER. SIMILAR TO STYLE SHOWN. VERIFY WITH OWNER BEFORE
INSTALLING PAINT TO MATCH EXISTING LOUVER COLOR�
(8] 3-0- ALUMINUM EXTERIOR DOOR WITH SCREEN
DCOR TO HAVE CONFIGURATION S4MILAR TO EXTERIOR
DOORS OFF MASTER BEDROOM. CONSULT WITH OWNER FOR
SPECIFIC INFORMATION.
0 r [9] REPLACE EXISTING WINDOW WITH 2'-S- FRENCH DOOR. PAINT GRADE.
U-) Z
GENERAL NOTES
A ALL DIMENSIONS AND CONDITIONS INDICATED ARE BASED
ON LIMITED SM INVEST)GATIONS AND MEASUREMENTS I
ACTUAL CONDITIONS AND DIMENSIONS ENCOUNTERED MAY
VARY FROM THOSE INDICATED. CONTRACTOR SHALL
VERIFY ALL CONDITIONS AND DIMENDONS IN THE FIELD
BEFORE SUBL41TTING A 810 OR STARTING WORK.
AND NO LESS THAN 3 1/2- OUT
BE A STEP DOWN NO GREATER THAN 4'
THERE SHALL
FROM THE EXISTING HOUSE ONTO THE DECK AND A STEP DOWN OF NO GREATER THAN
I' OUT FROM THE NEW ADDITION ONTO THE DECK
2' AND NO LESS THAN
N NEW SHINGLES
PER OWNERS REQUEST
Lo
b
C)
[71
ell
F12-
10 J�lo
bi 7
!
_J
<
CONTROL J04NT L)
cf) C) b
[2)
- T3f
C)
[21
Z L)
L)
7
7_1 1 i , - — - I I I ! I -te, 0-4
Ll ii�l i !- ! ! - �_L; j - - I _- _j
I IL�J1
E-4
T __T
N E-4
0--4
<
[3]
i+
z
0
L LIL�! ll
"o
V)
SHEET NO:
ry \�c—ONTR'
I) OL JOINT A2
ORTH ELEVATION
2 OF: 5
WEST ELEVATION SCALE: 1/4" l'-O"
SCALE; 1/4' - 1'-0"
,7
2- E
I/Aj_ Xp"Sol
-Sr ALA VAN POL
SE NT
'0
CONT
L
pill'
C N
2X4 COLLAR BEAM 0 24' 0 C
0�
r EXISTING WALL LINE
A4 11
CEILING JOISTS 2XIO 0 24'OC. EXISTNC WALL
C-4 LINE
'o
Lc R-30 BATT
0 INSULATION 1/A3 CONMTE FOOTING
NEW FOUNDATION
GYPSW BOARD CEILING -T CONCRETE FOOTING
PAINT TO MATCH ExJSnNG
ON COMP kCTED SELECT FILL
L�j r
< TING NEW CON'RETE 4' CONCRETE SILAB 4'MIN.
N, 18 /
5'-0 1/2* L 2'-
CONCRETE FOOTING CONCRETE FOCTI 4'MIN. 4UN. T4 L
U C)
z
REMOVE EXISTING STUCCO .1
AND INSTALL NEW GYPSUM
CONCRETE FOOTING
_7 WALL BOARD FINISH
PAINT TO MATCH EXISTING
CONCRETE FOOTING
R-19 BATT INSYLATION CONCRETE
(TYPICAL)
0 PLYWOOD CONCRETE FOOTING CONCRETE FOOTING ;2
J1
3/4
L---- -- -------- -
2.6 STUDS AT 24- OC ---
f ON METAL
It i 3/4- STUCCO
c',J
LATH
7-9- 3'-Il- 4'-7 '-S Y-4 518- A'-1 3
8'-3'
e I-,- NEW FOUJNIDAnXI
3/4* STUCCO ON METAL LATH I
ALL BOARD.
5/3-TP-TY.Pr'Um,W
AIN
P, MATCH EXJSTING
< 0: SCALE: 1/4"
0
0
VOCIOD BASE.
MATCH
GEN RAL NOTES
EXTEND STUCCO
OVARRY TILE PER OIAINERS RIEGAST DUSTING (PAINT). TO GRADE
Lf) - -' ' I ,--- A. ALL CONCRETE FOOTINGS FOR DECK CONSTRUCTION SHALL BE
Jr FLOOR SLAB A MiNINUM OF 2-0' X 2'-O'-S'�
z ------------
< DECK DECK
EXTEND STUCCO
TO I" ABOVE OR
w
BUILDING SECTION
2- V-0_
LOUVER TO MATCH
EXISTING
E-4
E-4
all
CEII NG JOISTS 2XIO 0 24'O.C. CP3
CA
EXISTING WALL LINE
EXISTING WALL UNE
z
t 1, 0
NEW WALL LINE 2 2 X 12
2 2 X 12 2 2 X 12 2 2 X 12 rA
GYPSUM BOARD CEILING
PAINT TO MATCH EXISTING
Lo
2 2 x 12
j__j I
j
C6 C) -c�
t REMOVE VOSTING STUCCO
2 2 X 5
AND INSTALL NEW GYPSUM 1! 0- -4
t i ",j _. 0 E >
LLJ WALL BOARD FINISH PAINT X�-
TO MATCH EXISTING. qtl
So 4.4
=
< — 1
X
=OLU6M N
6 x 6
i 6 X 6
ct) x
COLUMN C)
COLUMN
2 x 6
6 X 6 COLUMN 6 X 6 L)
C 2 2 X 6 6 X 6
COLUMN COLUMN
2 2 X 12
cy
0 -0-fo*lT AWOWN E-4 T..
0
(TYPICAL)
12 2'
N
x
- 6
C
2 2
r6 X 6
r
_OLUMN
2 2 X 12 E"
m WALL BOARD. 0-4
0 5p/A;TC`Ty0pSlUATCH EXISTING
OUA*RY TILE PER 0,04EIRS _FOVEST 1 2 2 X 8
2,6 STUDS AT 24- O.C.
4' �LOCIR SLAB 2 2 X 8 1 6 X 6 COLUMN 0.4 z
WOOD BASE. MA'rdH_EXJ§TI%G (PAINT). zi NEW WALL 2 2 X 6 2 2 X 6 &-4 a
S7,--q LINE
--------------------- X 12 2 2 X 12 �
--------------- 2 2 6 X 6 COLUMN cQ -1!4 po
UMN x 6 COLUMN
6 X 6 COL
'Co
4C
V) EXTEND STUCCO
0 TO I' ABOVE GRADE DOWEL INTO EXISTING CONCRETE WITH SHEET NO:
z EXPANSION:NT 1/2-0 X 16- STEEL DOWEL AT DECK FRAMING PLAN
24' D.C. EMBED S' INTO EXISTING AND
MATERIAL SETiN EPDXY
SCALE 1/4" 1*-0'
A T RNAT 1
FL(>r)P CONSTPliCTICIN WITH FLOOP "'T5
A3
3 OF:
BUILDING SECTION
� 3 )
w
OUTRIGGER
0 IN
Oc CEILING JOISTS
ASPHALT COMPOSITION SHINGLES.
MATCH EXISTING.
15# FELT MOISTURE BARRIER
0
5/q SHEATHING GRADE PLYWOOD
0)
RAFTER kn
GALVANIZED OR ALUMINUM METAL VALLEY FLASHING 0 0
R-30 INSULATION
Lc) (Z
0
LINE OF WALL 1/2- GYPSUM BOARD
LLJ BELOW
DOWNSPOUT TO NEW GUTTER TRIM FASCIA
TO MATCH
U 5/5- GYPSUM BOARD
V) EXISTING
- -- - - - - - - - - - - - - - -
EXISTING DOWNSP
CUT
0
SOFFIT MATERIAL ALUMINUM WINDOW
L AND CONSTRUCTION MATCH EXISTING
0 REMOVE EXISTING ROOFING L EXISTING GLITTER TO MATCH EXISTING
3: AND INSTALL NEW SHINGLES
0 ON THIS SECTION OF ROOF
TIE INTO EXISTING GUTTER EAVE DETAIL
Ob
U UNE OF WALL
BELOW SLOPE
DO
L
T 0 N W
T
WNSPO
I
U 1: Cj TER
.E OF WALL
BELOW
U TT
EXISTING G7UTTER-; TILE 5/a, PLYWOOD
0 GROUT
30f FELT
WHICH IS APPROXIMATELY 10.12
NOTE MATCH EXISTING ROOF SLOPE
CD
r�) 7.;
lll� I ZNEW SHINGLE 2
Lf) ROOFING
NEW GUTTER (MA H EXISTING) NEW GUTTER 3/4- STUCCO
ON METAL LA H
z TC
PAINT TO MAT :�\ FLOOR JOISTS. SEE
EXISTING. EXTEND FRAMING PLAN
< 7 1 i
NEW DOWNSPOUT TO GRADE.
Of NEW DOWNSPOUT
- - - - - -- - - - - - - - - - - - - - - - --
19*-10' 0 .0
&ROOF PLAN FOUNDATION STEM WALL
SCALE: 1/4' l'-O"
(_A�LTT�ER!N��AT�E� N�O.�1DQFAIL
SCALE: 1 1/2-
z SEE BUILDING SECTIONS FOR WALL CONSTRUCTION
E-4
2XIS BOTTOM PLATE
(TREATED)
4* CONCRETE SLAB WITH
CIO
1/2-0 X 0' 8- A-B ONE LAYER 6X6/ 10-10 WNT,
AT 4'-0' O.0 ATH PROVIDE 2 LAYERS AT
i 2 2*0 FLAT L
iTEE PERIMETER FOR A DISTANCE
(7) OF 3*-0,.
WASHERS
EXISTING RAFTERS
EXISTING ROOF DEC-KING
TO REMAIN ONTROL "NT
C
(y) STUCCO Ox
OVERBUILD THIS AREA USING '\�O N
41 LI%l 6
2X4 RAFTERS TO CONTINUE
LOW-SLOPE ROOF
ON N
' o
t FILL CELLS WITH 300OPSJ VAPOR BARRIER
GROUT AT REINFORCING
- - - - - - - - - - -- - - - - ONLY 0 5
00
a" CMU
W
I tf
> 15 AT EACH CORNER
AND AT 4'-0' O.C.
2 X 10 BEARING PLATE NAILED THROUGH -4
DECKING TO EXISTING RAFTERS BELOW E
< E-4
BEARING WALL BELOW C)
V)
X,
77
r) X,
2 05 CONT.
I 2X4 OUtRiCGER A
V�
It '\X�� //� I \'/\%�� (TYP
X\7
(TYPICAL) GENERAL NOTES
0 1*
3: _K 3' 0'
N A GUTTER AND DOWNSPOUT TO MATCH EXISTING
C) a TED OF COMPOSITE ASPHALT SHINGLES kD .0 ...... .....
5/8- SHEATHING GRADE PLYWOOD i B. ROOFING smALL BE CONSTRUC p . .. ...... E"
ROOF DECKING (NOT SHOWN) TO MATCH EXISTING STYLE. COLOR AND TEXTURE AND SHALL BE xy\
/ , E-4 Z
0 INSTALLED OVER 151 FELT MOISTURE BARRIER 003a
C 0-4
< RE SHALL BE AS
C, TIE DOWN STRAPS, ALL FASTENERS AND RELATED HARDWA FOOTIN 00
SPECIFIED FOP LOCAL CONDITIONS By AMER&AN - . . 7)
BUILDING OFFICIALS OR EQUIVALENT RE I z
0 FOR THE SITE OF CONSTRUCTION. E-4 A
-0
V) ma V-4'
0 t T I SHEET NO:
7
MATCH EXISTING TYPICAL FOUNDATION DETAIL
"OVERHANG DIMENSION I
2X4 CoUTLOOKERS �SCLE 1 1/2-
y
El; A 4
�aROOF FRAMING PLAN 4 OF: 5
SCALE: 1/4" - l'-O"
cn
cn
IZ
0
LIGHTING FIXTURE SCHEDULE C.�
ARK DESCRIPTION MOUNtWG LUMIINAWE MFGR MODEL
I RECESSED LIGHT INCAND RECESSED I 5OW R 40 SEAGUL 1123-02
2 EXTERIOR LIGHT INCAND WALL I SEAGUL W"-12
IV
2 2 2
v
ci
0
2 CEIUNG FAN WATH 2
LIGHT LEGEND
110 VAC DUPLEX CONVENIENCE
OUTLET
110 VAC DUPLEX CONVENIENCE
OUTLET. GROUND FAULT INTERUPT
PROTECTTON.
LIGHT FIXTURE NUMBER INDICATES
0 MARK
-- -- - - - - - - -
0 GENERAL NOTES
z
A. SPECIFIED EIGHT FIXTURES ARE ONLY A REPRESENTATION
CONSULT OAINER FOR SPECIFIC FIXTURE SELECTION.
ELECTRICAL PLAN
E--4
E--o
U)
0
oci
114-
C)
E--4
E----
V)
r')
Li
A
z
V) 'a
cQ -Itt PC%
SHEET NO:
ME1
5 OF: 5
0--,- dr IV V .—
Oyzm
Vol,
-----------------
21
tsir
IL
17
RE
Z,01
�LZ,
OIL
i�j
------- CO-
11
IT
All-
Ar
N it
4: ff!f, I
I
40
lk
if
It'll!
4L
% I - I / / i . 1 . . . . ,--,--
zr
DL ------
CA
1p ;:s
-lzz-
IDL
17
So
4"
III,
17%
`177
It
do
lt� S
till
77
7:1
=,ff,
Nil
- !)� I �, 'r-
::s
if
so
-T
7�7 :r
74
Ar -V Al
IS,
ZI
64,71 C�Z,
Il I if
7
if
--k IL i "P
R-1
40:
Y-1 Til
4k Q
cm NC
A;aV
Q1L CL
If
13
Tll� I
li,-�i M9 ,z:
f�'O-C- I MPSfAH "I��
,c ,,L� Tor P *,2,
F--11 rATr--
* CAw pf-i r
F-f ILtov<4 01 rr,
�A,
F*V.
C,�J)pr, K) 0.C. all
4kL-4, A�V,
oil
all
!L
t I CL
CA
ZL
0 w HD Fu5vF TFLX-A-,5t>
D IL
6) /Lico 141
sd� r�4W�;
1
5pic, co�l i H� ef�5,P
F
py
F- PAM T�F.
---4L
FEJIAJHi�-i� Af-
.I t!: I -
k'�W Vws4
I a i
OL
OW M,(-
v rill, V,p 1 0
-ppe
�L710jq C.0, TC) 431'ZF, rFOp5f& FIAFT�PFIS
J�L,W ro4cfjril�w PwcvIroHTj Pw6rt
fp A*WM 05 HO 4.5�H:�j P.LA ff FFOM�icf F60-I!,
di
71 1
LJ
7 ---t Q
ZL
------- -' 77- 7
tol= w VIA
ri
IN
I
it an
Nd
um 'm
rc
1.2 12, 'W' I. i i 1 :; A i
2 16
0 0
- ,7
V
all
0 CP
IL
�-�Kf
4-7
------------
Ji r
JAN 2
BuiWing and Zoning
4L
AV
41 ,
ti
IK
BuNing and Zolflng
—tj