28 SHERRY - COMM INTERIOR REMODEL MAP SHOWING A SURVEY OF
------------------------- GENERALNOTESWIND CRITERIA:130 MPH EXPOSURE: c ALTERATION LEVEL: 2
'LOTS 851 , 852, 853 AND 854, PLAT OF SECTION NO.3 SALTAIR AS RECORDED IN PLAT
.0 _D!_� CO 2 th
DES: FILLOR�DA BUT �Av'_`� ` DE, "Olt,11. `5 ED7
BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
LAVATORY
-CLEA DIRRA THES-E DR PRO'V51DE -HE P E� Ai,@ 31I'11ERA,�_ DESCRF70N OF THE
�, EC7,1. CO�N�7
CLEAR FLOOR FLOOR XfCCESSA"iY )Y,,'�ATERR�IALS k\,D FOR' A �-,Oumy P:Nrao ;',01"', ULf 751 O�,,`,�NlER N
CONCRETE STURDIVANT A VE N 1,j E �n X " F EA15. OF MSDCREFAICY OR
SPACE LO " Ty 07'
PR]OPp 7
WER (50' RIGHT-OF-WAY)(PAVED) SPACE M ED.
ACH7 C7
FRO��,l Dik�R1,[C3%S: A' -E DOES R07 ASS"A RESPONSME-7f FOR 00MONS, ;IERFORVANC1 OR
ELECTRIC 99,74'(FIELD) FOUND HANDRAILS, GRAB BARS, AND TUB AND n4�1117,�x-- ------------ DEYL.1,17ONS FRO',4, 7RE PL4��S, AD DETALS '0AY OCo"UR BY COIR114�,CTOR OR ""O"TRA"c-ORS DJR[03 7171 CO'ASE OF
CONCRETE DE11,11"INTIOlIkO F4,' ARE ,1,J 1,10��J,7 A
-i,�a "'XIISS AFF'.ROVED RM�G OF. �,A1` SEALED
FOUND %/4' BOX �IIONWENT MLRROR CO?_,RESv',',rDEKCE FROI� HiE ARCHIFECT.
IRON PIPE WOOD HEAD WALL 100. 00 "NO CAP" SHOWER SEATS.
NO CAP- 41 SET AND SPAUNG OF GRAB BARS AND HIANDRMLS: THE MiMETER OR �1,1v"DTH
LOT 85 XO7E: T..�ESE "t-RE TO BE -M'1,(1NDERED A DOC�-101'k`
�N ALL ',k7 BET,,
SSFECTC-
VVALL OF' THE GNPPNG SURFACES OF A HANDRA1 OR GRAB BAR SHALL BE �,%" TO A NO AR E a'�107 A-61)b 70 CO"v"ER Al AFRE�'S OF COi1,`7RACR`,,A.'. A-C_-RM,1 `,,iEEH, A,R'D 7HE
-R F is 01,
CONCRE7F- FOO�ER E'T_ ESI, K�7�.,�'RES, ALU�',`;ARECES, E_t 7
,07 C' ERED BY 11m, E --LA1,3 SR �110 BE .74 A'311- E�l
102*35'39 1�;", OR THE SHAPE SHALL PROVDIE ALN EQUNALELmT aPpm SuRFAc'E. �F L--- T -RACTOR� I Z 0�1�1
0. B041i;EEK THE YLvAER AD 7HE COX.
HANZRALLS OR GRAB BARS ARE MYOUNTED ADJACENT TO A THE SPACE
N
PLI �`STIC BETNXEN THE �4,iALL AND THE GRAB' BAR SHALL BE IY2". HANDRkLS MAY BE �,��_Fn POI: cato7R��,`% OBS,,EP PRO'EC7 ADIL�MX7_1 LW ARE AT FAR7 OF AiRRICHTIO'S SCOPE Or' Y
!L:E:A:R A=NC E LEAR M LOR 4', "1 �
Cr -M -4tl 0
I — _E IRUCATO'N OF C-7 FERFORkle- .OA\jS-,Fu.'TF�Ox OBSSERV4:7,0��, ALESS A AGREb,,T`,7
FENCE CP LOCA".1ED �N A RECESS NF THE RECESS IS A 61X. OF 3" DEEP AND EXTENDS SPACE 5 BY AR m,AVE 4?
77*24'33" E
YS7S FOR THE PURPOSE,
Al LEAST 18" ABOVE THE TOP OF T HE MIL. REO'D E f�0 R
SH E D a.
j-n, -i
PROPANE 40 q. RUC7URAL S7REXGTH: j 2W I I SERVLCE DUjCTtN`G: PPRO'ODE BATIH,' EXHAUST FANS TO EXTEMOR MSCHARGE
B. r 11 V
cn 11'rE STRUCTURAL STRENGTH OF GRAB BARS, TUAB AND SHU,,�'ffR SEATS,
L)
TANK 1 Fo7o(T % 8" L
LOT 85-1 FASTENERS, AND '�,VOUNTHNG DEACES SHALL VVEET �HE FOLLIDIVRNIG
1Aj IEURCAT�ONS: -2
SF 17
11. BEHUNG STRESS M A GRAB BAR OR SEAT iNDUCED BY THE MIAMM BENDNG 7 11 3 OCCUPANCY: R-1 HOTEL (TRANSIENT) '
NIT FROM THE APPUCATION OF 250 LBF SHALL BE LESS TIHAN THE 1. 200D STUDS: NOM/ 2 X 4" ALTE NATWIG ONi' OPPOS;7E SMS OF NOM, 2" BY 6" FBC- 708.11: WaHs smoarating s�eeping un�ts ;n occiupanc!es �n Group
V IM E, 2
`�,k'OOD PLATES. SPACED 16" OC tiv;,�.AX 0',N LACi SME OF' ��,�"OOD PLATES, STAGGERED R-1 �-,jotell sbc.H liave (1) -hour rated flre parftlon use detaN
A111LOVA"ABLE STRESS FOR THE MATEMALS OF THE CRAB BAR OR SEA;I
S7E AND-4o'
0 2. SHEAR STRESS ENDUCED Pm A GRAB BAR OR SEAT BY THE APPUCAT]ON OF 12" OC ON OPPOS-E SME. UL/A-0.
SPAUMG OF
2,'0 PLF SHALL, BE LESS THAN THE ALLU,,,,,��ABLE SHE, R 2. G�FSLA �BORD"BEARL'.41,33 T`c��,E UL CLASSLRCAT�ON` THM`-K �,-`.rALLBOARD,
STRESS FOR THE
*_/10 GRAB BAR _�Y Ar
_fj PAPER OR '14XYL FACED BEVELED, SQUARE, TAPERED OF ROUNLED EDGES,
'CONCRETE:4
0 VIATEMAL OF T44E GRAB BAR OR SEAT. THE CONNECTRON OBET,hXENN THE 2
GRAB BAR OR SEAA� AND FS MOUNINNIG BRACKET OR OTHER SUPPORT �S
__,z--------------------
ED TO EA`C�R :7111110 7" 0- 6D --E,.\VFN,"7 '_-_�OATED tk,,`Ar� 1�/8"
qA TI C7 7'-"
CONSMERED TO BE FULLY RESTRANNED, THEN DERECIT AND 70MONAL SHEAR 1�k,`ALLBOARD L u
853
850 Yo NOT EXCEED THE ALLO�/'�,`ABLE SHEAR STRESS. 6" HEAD DRY` ALL LONG'-i, BE SJIBS7UTED ;:OR THE 6D CEMENT
N7�N,11
01 3. SHEAR FORCE P,4MUCED �N A FASTENER OR DE,nCE FROM THE 0"
-Ax" COATED NAALLS. USED OTHER THA, RR to E
cp 3'- 04.
100.00, S7j RESSES SHALL BE TOTALED FOR THE COMENED SHEAR STRESS, SHALL N44 SURFACE "M AL",` AL7ER'�",,LA-,E, N."O. 6 BucM F
LOT LOT LOL�'G, O.OM" S HAJN,K UA4 AND D�A`4 HEAD. Az
ARPUCA7LON OF 250 LBF SHALL BE LESS THAN THE ALLO�q�fABLE LATERAL LOAD Gil
.4'
�,,�,'HHCHEVER LS THE SMALLER ALLM,�V'ABLE LOAD. 3. MINTS AND NrAjLHEADS: �'),",".�\'LLBOARZ '1�0��,N�7 -EjRED TAPE kN'D J`O�,NT
0 IF L FASTENERS OR MOl'Ali MNG DEVLCE O,,1R THE SUPPORT NG AB AR �,N,17,Al LED HOR7ONTALLY.
EMHER THE I�
WA TER STRUCTURE,
cE �_-ATLON D-2 (2 R).
4. TEINSEE FORCES NDUCED $N A FASTENER BY A MIRECT, TENMN'sz FORcc 0 Q co 4 -;OUND. A� AN ALTERNATE, NOM
COMPOUND, NkL HEADS COVERED 7H �O�NT -0, 'j. COXCRETE BLOCKS /(BEAM0 THE Lk ZMASStMQ0ORT, VAMOUS DMGNS.
BUILDING COIN CLASS�F C
METER _Lvo-OLSFENISER: C �TROLLED DELLVERY
'BF SHAL BE ,Y BE A P-1 F-L,ri E D 7 0 RE SURFACE OF
B, 2.'0 LBF PLUS THE MAX. MOMENT FROM THE APFL200N OF 250 _ - L
YM" 7HLCK GYMV VENEER PLASTER,, VA 7
- - - - - - - - - - - - - - - - - - LESS THAN THE ALLOV'�iABLE `�,,11THDRA:�,kiAL LOAD BE75,',',,1EN THE FASTENER AND WATER jo�N7 2. ��BLOCIKS 11-0 ��N PULL BED OF" ��qORTAR, N0. THLCK, OF NOT LESS
14-1 VENEER BASEBOARD. �S RUNIFORICED.
100.00, CURB 74 E SUPPORTU STRU(CTURE. 7- 7R 7 AND NOT WRE THAN 3Y-" P
Ca -1�", ,iLiA N ARTS OF CLEAN SHARP SAND TO FP'ART
NE STORY 0 7 CLOSET & 4. BA7S A,",\;JD BL NKM (ANNY LASSMED BEA LE UL C�ASS_F`ATV9 iVARK):
ATE �,,,flTHN THER FITTNGS. N D CEVVENT (PROPORTWED BY VOLUVE,) AND NOT �MVORE THAN 50%
OT 854 GRAB BARS SHALL ROT v PORTL,
CO
3Y2" ',v,LAX. THLCKNTS,53, 'GLASS OR M�NTRAL LFLBE BA 7
MASONRY ..0) GRAB BARS �NN. j �NSUILATFO� STAPLED TO
a-;:� UDS HYDRATED LPMT (BY CbIVENT VOLUME). VERTCAL JUNTs STAGGERED.
Llj ST
EL M HqA71 5XG HAZARDS: A HANNORALL OR GRAB BAR AND ANY �,,'ALL OR OTHER A X
NO.28 k 1 7 Sn
SLPFACE ADJACENT TO �T SIRALL BE FREE OF ANY SHARP OR ABRASNE ca
(PALMS MOTEL) I % fi_% U 4` WALL SN'STEM LIL# 'u9`
'02*40'42" '43, ELD\4ENTS. EDGES SHALL HAVE A VOIHMMUM RAMUS OF WALL ST ,%.->T E M ' LiF ud U UIL_�Cvvu T L)5
FOUND 1/2' 1 G_N L
IRON PIPE WELL 77' 9'06' FOUND '112" SIDEE WALL BACK WA
!RON PIPE AA-o r=1,-o,, 1 HOUR RATED A-0 1"=v-o', TO MEET 1-HOUR RATED WALL
�6715- '1048'
x X �x
—1 ob-0-0-
WOOD HEADER SCHEDULE
61
99.787FIELD) DUMPSTER 04 :7MY OF W BUILDING
LOT WOOD LOT PAD FOUND 1/2" V-PrEre, LFLOOF LOT
FENCE OF 7,,to -�_,,row S Date Released for Pe,mit:
837 855 IRON PIPE ,',o OF 850 102.51 $(FIELD)
'No CAP"
4 2-8-15
N102.45' This Drawing is not released for the purposes of consir ction
unless this�elease Date in the Title Biock is d�aed.
LOT
W-0-0
r , E
,,I nix
837
I ANTIC P-,, OULFVARD A
A 2,-I�* vo
N 0 TE S: (90W MONT-OF-*AY)
-�O 5,-," f 0
r"w5" A
10THIS IS A BOUNDARY SURVEY. (syAw moAo A-1-A) 855,
I I NEW
2)ANGLES AS PER FIELD SURVEY. V-5" 70 W-15" DUMPSTER
"a 2 xp)
3)NO BUILDING RESTRICTION LINE PER PLAT. 0
THIS SURVEY WAS MADE FOR THE BENEFIT OF W-7, 70 V-6" PAD/
�2 HAN
4)NORTH PROTRACTED FROM PLAT. 28 SHERRY DR.,INC. 'Lli 1 305 IDICAP E N("LO S U R
7'-7' 10 W-2" I c) BATH
2W12 4 John H. Dodd
THE PROPERTY SHOWN HEREON APPEARS FIRST AMERICAN TITLE INSURANCE COMPANY 'a, mn',S) Kfr�';,D ((2 ACK BDRIVI 305 -1 ARCHITECT, INC.
8' 3" & WER SEE - FL:AR0016867 GA:10456
1 TO LIE IN FLOOD ZONE 'Y' AS WELL AS RICHARD G, HATHAWAY, P,A, LIVING 2775 RACHEAL AVENUE
THE FLOOD PONTE_' VERA TITLE, LLC FERNANDINA BEACH,FILL 32034
CAN BE DETERMINED FROM LOUNGE-BRARY TEL (904) 583-4044
INSURANCE RATE MAP COMMUNITY PANEL OCEANS Email:JOHNNYDOOD(MELLSOUTHAET I
NUMBER 120075 00011 D, REVISED APRIL 17, 306 307
'2 Maass
s efiv Sizsrd
1989 FOR THE CITY OF ALTANTIC BEACH, BDR BDRIVI oture of
No, Date: �.td Rev;slions,
DUVAL COUNTY, FLORIDA. D -SIGN PRESSURE OPENINGS
EE OR EDGA 7 FRT
P.S.V1. 0
DONN -Vvi. BOATWRIGHT,
I A FA r"S_ ZONE CLOSET
0"l N
NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LlC-. SURVEYOR AND MAPPER No. LS 3295 FOS. EG;.
ORIGINAL RAI.SED SEAL OF A FLORIDA LICENSED / / STOR 304
FLA, LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 5 27.3 3 11._5 28.3
SUWVEYOR AND �APPER," BDRIVI
I r— 10 26.2 3,4.0 33.3
1 20 25.8 30.7 26.8 3 2.6 LAUNDRY
CHECKED BY- BOATWRIGHT LAND SURVE\l0RS, INC.
DATE: MAY-12-2006
50 25.5 28.7 25.9 31-8
DRAWN BY: C!R 1 1500 ROBERTS DRIVE SHEET 1 OF too I �-�4.4 1 M,4 24.4 2,9.7� sn-Ai.E
FILE #: 2006-489 JACKSONVILLE BEACH, FLORIDA 241 -8550 2/00 :u/.q -1 24.7 2219 21.411-111 ......
1 303
R N7 7 11s, I rrF=? FIREPLACE
1. DE&GNI �'XD PRESSLARES REPRISE � �F.E NE7 PRESSURE J�,4 OF EXTEFIEUNAL AND
BDRM C)
7
x f-% lA4TER,,AL PRESSURES�,,`,) AJIFUED AR LO SURFACES, L
.,�LLGHTLY DOI'MAE TOP �R 308
y 2. LMEAR VALLES OF WTARY ALREA E PE*0,�:BLE. FIREPIT
EAZ)T'G SURVE "'
JS AND 1110,hqUS S�GNS MAFY PRESSJRE r.`FENG TUj',!,ARD AN"D 90AY FROIV/ THE
3. PLJ BDRIVI
CONT. CDO,�',,,C. FL�ED BO'AD EX-EIEOR SURFA1, RESIPECTL ELY. AREA LO:
BEAM, #5 00�'T 4. AL' CO�4?04\97 AK`6 MADUNIGIF �ALL EL64016TS ShALL BE DES�G,11.,AD FOR B 0 7,1� `t
Uj [__u
FOS711VE A'D A13ATIVE FRESSLRES MR 'HE TABLE.
4
5. C%0ONENT ARM [',LADDLXV�' EL646TS _FLN
L_L_j
4 CD
DLSTA 1 OF "a" FRO'�,�.� OUMIDE CORILNlRS OF THE C)
Fil' 13'r.; UVER C"MO � i 11:�_
TU 0,C 0 IN L"ILDINIP, SiAL�', BE DEMAED FOR THE EDGE STRR�P H Uj
"IT
3 TR703 ZONE
MIN FRESMRUS. OTHER`�,,ASE, U-E M7
,,.I Q
R E i'M F. 0 PRESSURE_q� .11F LNCERT,11A�XTY EMSTS, CONSULT EXISTING
R0 7 071 OPEN
6" O.C. ,,TH A HM FOR DEREMON' �X _\�J G. 309
302 11;r co
COURTYARD BDRIVI
BDRIVI
77 MERLOR AND CXASS DOORS Sr�k_ BE TESTED NEW LANDSCAPING
I T LA RA7ORY, AND SHALL BE LABELED '��97H
BY A� APPROVED �NDEFEN'IDER7 TESIENG I BO
A N __ 'PROVED LABEL MDEXTF0,13 THE �ANUFACTURER, IFERRFOR�4Amju CD
Lj_j CYO)
CHAP,ikCTEMS710 AND APPROVED PRODUCT CER7FCA7'�ON' AGENCY, 7ESu\\Tj13 11
SCOPE OF WORK STATEME11MNT:
LABORATORY, EVALULATON E47TY OR �,C4-DADE X0701 OF AcCEP7,ANccE TO 'A EACH BATHROOM: 0
7�
5 VER73 0 3222" 0.`011% V�IAY., A7 �ADKAJIE COOLANCIE 7'17 THE REQJRVANTS OF ONE OF THE POLLO'�f']N' NEW SMIKS/M NGS
�CA70�q: 1 NEW MLETS to
ENDS & 0"ORHNNERS, �'_AF AND -0 SPEDF R 30 X
c\j
DO��`,"ELS 25" BDRIVI NEW SHO\\,'�fER PAiNT & T�HLED WALLS 0
Z)
NE�AN' GLASS SHOVNER DOORS
#5 DO��,`�;ELLS 4 32" 0.12. AN D A7 - cc L_U Ljj
DOORS:
'VW ENDS "LA. nAND �E TO '7`Ez 73- c\j
0.
NE�N �NITEMOR AND EXTER 70R DOORS co b
T _0
%,NNNIDOWS: EMSNNG REMkN
9'-4%
6" 0. CONIC SLAB ""73000 F__Sr�l qczrl CID
310 to
6X6X,11,'1O11O 1,'V OR TrBERMES�;�, !,"7- 0
I 4;zc T_
3, _�j 1 -00 BDRM
4 7
O.�`NER'S APPROVAL O�%.�TR 6 VB Ell
0
OVER C64PAC-71ED 1EY'V01E TREA;TED
01PAECT TO 95% DENS�vT 00
4 CD
0
T�_
"4 09 NEW COV'D ENTRY PORCH
4
L.1; C= 4. 3000,M 00
(U__1 4 v xx
4 co 4 �4�y,/
6—n-1 1 5-/" 1 1 W 0
x%
ziz 9 t co
M
c
4'.
4
L1 OR 'vv
"I THX. EXP. JOHNIT MATERmA' & SEk ER . .., .. . . / I r I CJ D cf3
NEW OFFICE
�j co 0
Co� 1 00 CXD
��T. CON BUILDING AREA:
\1C F007�!G
4. 1' 4 311
C'**,j c)
4
',4 wj� i,,ZJ #5 REBAR, BDRIVI CNIJ
Zz
#3 TRANSVERSE OR — — — — — — — — — 4;967 S.F. J.
Ui AR
USE `.'R H RS-
4. a() D GATES
v C>
SITE PLAN
XK14�x _11K�K"K�IK�11'1
96
i
- M Cl L�u orth Elev Key Sheet
21-611
e
h 1EW
A M, I N c
ur"' 'U'M Fr`E:3 T E h` rP%A ur-"' S E ut""T I 010\4
R
R
E
tu
00 DID,
t79_�
LA L L 6Y6 I I
L
@A-05 =1,_o TO MEET
F
NE'�V
V
�71DU MP ST R
P A D/7
F
L 41 - - - - - -
U' UPIPSTER 1'--OA'u PUAkI\ _j S_" I T E P LA 1\4
WATER SHERRY DRIVE (60' RIG HT-OF-WAY)(PAVED)
- Oil
111=1 -0 1/4 11 1 0
METER Y8 v—,7IF
LEGEND <9> <8> <�6 0
NEN' UW '��,`,,TALL NEW
NEW DODR ROOVE
LAW 0
(AT �,�fALILS BEVNEUIM ROO�05, Of TOEE Ykf A L L AXW W H
GRAB
U OC DOOR :j 307
U ALL BARS
SE 011�01U OR STUD) AND 3J BATH CLOS
E7 �L KCM9 BED
BE7V11EN ROOIMS: USE D �A DOOR, S,
H,
305
L------- -------J :
305 TH
30
..... ......... 6
BDRM
BATH DOMESS
Em"i", C 1W, 0 R c DU R B L E S,S
TO BE VERMED DiRNG MWTISTRUICTM S�'LIOWER
305 ......
1_____305 LIVING
lli,7 SEAT
E X S T'CjF WOOD STUD
aLOS Op7O11N Ili 22
1 � U'll 1202
EX'ST 1,F
OP M,
NO;` WOOD STUD WALL 16 FLUE LOUNGE-BRARY
FF
(AT WALLS BET��x�';EEN ROOV%1S, IMAX OV E R
305 HALL
USE C�k4U OR STUD) 307
lb-HOUR REQUE'D B17i,�,XEMN ROO!.\4S: USE AT I HO' R RATED LLS
Pr D1111111 �WIYJ, SPUT CMU OR STUD AT BDRM
A, DETAL UL-STUD/A-0
AW j
t-HOUR RATED V�'fk'U CONTRACTORS OMON
304 BATH
1�r LEGEND AND UL
LOCKOUT � - ---I
------------ Ut �LS ON A-0
EXS-'G SPUT SYST64 A/C DOORLESS DOOR
MOUNTED DFFUSER, 45�W NO 306
BDRM
RATED
REVERSED
BUXK BED// ple VRING FR
QUEEN ORMNA CLOSET
WINDOWS I","iEERE DOOR 11 02 0
00 N
# W H - IREMARKS
N E'
$-Olt 3'-6 DOOR i ERE <8>
2 4'-099 Y-16" 2 304 <�>o <i>
3 4149 30-619 STOR BDRM <8>
4 41-0" 2t-099
41 91 21
5 -0 / -019 CLOS WALK LAUNDRY
TV WEST
6 41-09$ D, MOP
8 2'-8" 29-819 1 SINK
EP 46
9 41-41, 29-0" ALCOVE
41 I-HOUR I
10 2'-8" -on *A,
I It 2'_891 4'-0 1 i
k'�'VALL - t09
15 1 NPROVE AS EE:1 I
7j 2—) iVs
REQ'D
ji2�_ 094 l-019
_011
4f
2t-10" IREPLACE
2'-9"
115 2'-899 1 303
6 2'-�0" BAT�9c�
17 2'-10" _09t
1j.8 2A" 41-411
It 9 3,-0" 41- FIREPIT
303 AREA <8> 308
20 2'-B" 4'-4" BDRK/ BATH
-8. is Date Released for Permit:
2�1 -- 41-4 308
22 1"-8 41-41' BDRM 0
23 V-13" 4149 12-8-15
This Drawing is not released forth@ purposes of construction
A" 4" unless t
21)4 2A" his Release Date in the Title Block I's dated.
25 3'-011
_Z16 2 -8" 4v-49
0
-409
27 2A" <a>
28 2'-8" 4149 ------
29 2,-8" 302
BATH
30 2'-8" 4'-4"
3 Y� 4'-4" <8>
32 2'-2" 4'-4"
33 2'-8" if_4" WALK John H. Dodd
ARCHITECT, INC.
34 2' V 4'-4" NORTH r_I L FL:AR0016867 GA:10456
35. 2'-8" 41-4" 309 2775 RACHEAL AVENUE
BDRM 309 FERNANDINA BEACH,FL 32034
361 2'-8" 1 BATH 4
L %d 583-4044
37 2'_Er LEmail:JOHNN DO D(o)BELLSOUTH.NET
38 2'4' by!s!ons uf�sr Vqmd Ra�s
-811 4'-4"
39 2' 302 's- Illature of
ToT 4-4 No, Dote- �.kd ReyWons,
BDRM
4 2 -8" 4'-4" WALK
SOUTH
42 2'-811
21
4/.x -8;1 4 4"
44 2'-B" 41-411 31 LANDSCAPED
21 COURTYARD
4"5 2'-8" -899
46 21-929 091 39
49 29-21# 41-411
50 5'-0"
SCALE
106 _0
DOORS 301 006 W,4'� DO R M IN U,,'�i' -------- L.Lj
BDRM OPEMN' U-).-
REMARKS CD
# W H
8 38
T,071 -7--o" 69-8"
574 21-699 69-8"
32
'jO3j Y-O" 6A" L
_U
1104 12'-0" 69-819 307 L_Lj
69-8" cl=
105 2'-0" 0
RELVOOVE VRIMI C.-I CNI
[To_6 __T__0_" 61-8" AND M"HLL
——5-019
�07 3 61-8" 301
BATH
M 21-4" 6$-8" <a>
109 Y_0" 6J-891
69-811 TOI OF WALL 310
IT"_10 29-091 TOW 3' >-
29 ....... BDRM
_891
69-899 R",T FF,ZA L BUNDS
21 0 ---------.....
_411 -8" LA-i Lo.
'12 61 3 COMP S�NK
39-0"
t 1,3 BA" 1 WTERNAL BL M'DS
!`14 2 -61' 69-8" 36
0
5 2 40 6A 310
1116 _21-8" DEGRADE---- NEW BATH
7 2,'-0" 69-8" SLAB TO COV'D FLOOR AND MUING Flj\MSH: [-U
0
LOt0 ENTRY CONTRACTOR TO COORDNA7E O�,h,'NE",.-,R L_U
18 2"- 61-81'
UNISEX DOOR UPO
1119 2'-0" 1 69-819 1 BAR PORCH CIE: 0
31 FLUSH
-099
7 2-0 6�-8"
121 Y-O" -89'
6t LOBBY
U3 00
122 Y-O" 6t-8" ------
h 23
Y-O" 61-8"
-----------
6'-899
124 2'-0"
DOOFi cc
'125 3'-0" 6A"
LLO
'26 61-8" ------ 03
_LL11_ � : : DOORLESS
L--------------- - I . . Ili <�>
127 Y-O" 6'-8" L-U
61-891
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ARCHITECT, INC.
Y4 1 ' - 0 FL:AROO 16867 GA:10456
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