28 SHERRY HOTEL - DRAWINGS SAP SHOWING h SURVEY OF
r------ -- U -- ------4 L ' T '14INDCRITERIA:130 MPH EXPOSURE: C ALTERATION LEVEL:I . LOTS. 8519 852, 853 AND 854, PLAT OF SECTION NO.3 SALTAIR AS RECORDED IN PLAT.. ! - -
BOOK 10, PAGE 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 'ODE-: :aD..DA BU,_D.l �oDE, �o�: „��' �D .oh .
� "` -\ :0 '' .•.. �" STB :� =r
LAVATORY I LCLEAR - Q u�.,,l:S: THESE DI� ,tiG z.,D. \ R. : � fa Rar ,1 R
, f DE FTE ,N,E:�. :�,�D .mENE.�.Ao DE�,� .: „0, 0 TR`E ,r01R'�'. :-E �OG�J�.A,�,.O:� ����� :;�O�v;DE
II r--1 L � o t _
e
I � 1 ®. \ r, �,\�,� I^V�; �n,� ^\ Jv• �,r;,' FOR
�. a 1�,� ,e:: t\�]! G fi`r \t�il''llq v tr;l'� - •\;': �i r�a.,..:^�n rrv,�
\ / /�\ (� ( T V E U CLEAR FLOOD L00 1E.`E,_7_N,1 „1. ERDRA S, AA f0.a� FOR A �0,�.,.E EU .-1�.SfL0 ,RNE !° �.o,; ��u rfl.C� ';rE 0„WEA .`' HE EV6 0� VSFR PA1C1t OR
CONCRETE S T J R I� I
V /�1 I `d I /J1 SPACE SI�A;CE �rti�IGERA.,.`�r PD ��,<;I�� S�0'E D �,D:�� F;�'DR TO B''D.
P•' :9 r—
0`�(ER (50 RIGH I OF WAY)(PAVED)
POLE e � - ,
- --------------L-__a D .V .,D:s F�D,� D'',1`th 11\+��\�. ��'p'pel 'I� rl 1 �' 1A, Jr RES1 j'NE 'v:.• VV, �\ „� rr r1",1o'.I'� F.\..,,y�
i D K I N
__ _ I, 1J .J4:,f,l�l Jcl, de l- e`\ Yr '. (li f 1
HANDRAILS, GRA EARS AND TUE AND
:'E� DOE.. Iti0 A����4E :,EN�.ol,�._..BCb�,i' ROR 0.,,:I�a�.O.�a, �.R,,O.�#.�!.�IW eCFSE =E .O�u;Ar,�:�E 0!
r 9 , � " I; �: °I';"� „'� I I, ,r earl \�
FOUND f f s .���. DE 01.,_. ,PD a: �a IrI .rl� ;a� „` a „�
ELECTRIC 99.74 FIELi7 � ::I L .,RE a, �:E�4. �.:4CDG :vD DE,A�aL, n:;�, V wL O��UR BY �OR�;4yTOm OR <�Da. mORS DSR"':_L T.E T`O`'R7 OF
( ) CONCRETE 1
A? , � � � :A 3. �, � n v n,
FOUND .,/4 BOX v ,0.v�, � �IiIDI.�. DE4I :JD,,� y,�0:'�: D��„mll�S RILE 4::! UD,R��R��r „� as I m,:1�r4 r ;;';rrl U-I"�r t Ivo,
I" .TO,�a,, �:.�� �.��GG A. ROVED ,I;, „_�,:::;..' 0� ,w� S�'�D �,::�E�E��.At
IRON PIPE O MONUMENT 11 i. F i
'NO CAP" 'MOOD HEAD BALL 1 Q. 'NO CAP
SHO Y Y ER SEATS, �,l'�!�0:� -� I 0� Ea�ED ;O.�E� O��DEu�\�E tEO.vC :�E ��`??�C°III�EI��,
LOT SIZE AND SIFACNINPs Elf G J N \ q; : F1 M F 11 1 - , s
, 851. GRAB BARS ,��D IrIA1�DRAaLS, .;RE OIAJ�E.ER ®� 1 .DRI 1 ;`,1 IY ,., r,!,, r�� � �a�r ,. ;\. .F \n v , ": � , t „,�:� ,, � � nr,a r, . n -.,:�� �f� � e„
4.� rrDv, -f flw & 0,.�E„ E.,,:u� DOC't*Al"CV .110 E. u,:IE�SE N't' ,C;C'G', ARE 0 BE '.,E 3ERED `N.�w R\ R, 1I u,�^ \,:
WALL R 0,LL �I,, ; a ,r e e O ,:A�,O." 4°:r:.. DO .v.E, u
A 1 fl n\ F a ,mr aw e
11 L_ 00 ":,: : M HANDRAIL H EE \ G °r; r:. GR ` f r, e CTI a a:
F OF fRE , . °. J�v� SURFA�ES OFA ..A.�DIRAJL oR GRAB BAR �, A�� BE u 0 i AV D .E .'0, .:w:E,f r ,4, �. \ �;p' M �,, \IIS ,.,:: :: w - "��
rONCRF-TE 1DED fl �D,E., A;AS OJ ,.00�.R,�,UA A t�EE:v:E. , BE.;,EE.v :'BOE 0.,-,r.ER �uWD :FIE yDtiu.w' o�. �,E'C,� .
ff , r, f1 I .: \ ,.. ,:.� .I II \ , 1 �\ � 1 r .:I f_ ,:., �.a :
PE E A'oa0,A, Ems' \ a� L,. P,: rw! , \, ,"
! ` 102°35'3 9 0 1)/211, OR TGvCE SHAPE SHALL BROMIDE AtiJ EOUIMALE'NT GRuFRIN� SURFACE. I� v10-..E.,:;A�, r , E �. .D, �o,ERED Bt �F�E�E ��J.� �:JD��p BE .�,�L�DED .�W ;,.E ,,.,�I::E',\ a�,I�,EE:�IEV�T
1 J. L__- lk 'rut, F I` I� "1.�;GTOL,
' �--- '; a.� N !c�I HANDRAILS OR GRAB BARS ARE IVIOUJNTED ADJACENT TOA °A�fe, THE SPACE
BE ,,EE, : ,� 0, ,E 4;D .E 0
I PI � N it ,, � „ ",: � „ n P � f
LAS T.C '. BET�I EEN IT IRE „rr:A'e� ANND THE GRAB BAR SHALL BE t N 11r I. t � � �; 4
II 1 -
�l 1/ ORANDRA,�S MAY B� e r I �.F, 1,r �f e ,, ? 7 �,
I 1 , 6 �• , -eEAuc a ,,s ,�° ,as i:,,; �: :�( \ <I„ ION' •c, /a PON' hr Z r' ::U� 11 hd1 R �, " 4 r., v i� ti\�'�J
s r , LAVAT RY LE � � .,�R,,E�: ti. ..0°E. ':�,0,�.u.���,u:O.0 OB�E��,,,T.O,� Aw0 I,RO.�Ey !il, a'I � ¢. I ,, : SCOPE t.,.,;x� ,.:
FENCE � L , , a 0 0 C ARANCE - AD. .s..�. .�,o:, AI.E ,o: ART of A:. CIlE . D:'E o� ;fD ., x:41
LO ATED v. A 4E�E�S IV F TRE REGE�S ISA ! r ,,a
0 3 DEET AND EXTENDS t ! SPACE m.: C� T•
`� 77°24 33 � >T t � S:�E '4c � By :�zl�.l.E�' .��.:'E ',�0 .0°d.�UI��:s1:0�`: Dry a��.�uTE�,; !�E1��0�&.�C,I,� .01��.1� � �:, � ��,rn„ V 01ESS, � ,� ,
� I.O.t OBCERVA4.O.e, �NI>nEEaa a ,f�.�TE,'v A�L�EE.V.
t , —T AT LEAST 1B" ABOVE THE TOR OF THE RAIiL, �'� -- REO'D ! , OE E SSS 0.� TRIS
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SHED J -�
e _ 1r
P — ,I �. \.":: 1( :I,: iZ ,.Tn .:�r 11 ^n a:,7 n n
PROPANE — — — — — — — — — ca STRUCTURAL S STRENGTH: SER1a10E D��TuJr•. ° ROVIDE BA�,�C E'I�J'r�ST FANS H TY
P.— 100.00 � 8, a' . .�; '.:° � F r,, T ,, rJ: a,r, ,� Q;,, �" , rAN� u0 EVuE�COt� DISCHARGE a�R.
TANK . . THE SuR C UIRAL STRENGTH OF GbRAB BARS, AB AND Slr+lO"u;ER SEATS, w � !
'r" FASTENERS AND MOUCN70 DEMO G THE f I ,r G
LOT 85 8 yrAy � :Iv
a . . M SES SHALL wvEET t-0E F0�60�wIItiG N --
S ECNF N
. ., . .. �..:..... ..,p,'®: .• � nlli rICATIONS: ��rt�r,- " EE
1. BE'NDV0 S"ESS INN A GRAB BAR 0R SEAT NDUICED BY THE MAXOM BENDHNG 3 -1 HOTEL (TRANSIENT)
N m
t ,� �. rl f, ^� 'viY? LU
r , ':. f � � ,:1, r ':; ,T i.,,-,., •, - r. n n ,.b „ ra . n\" n.n
c, �1OMEN FRO THE AI�RLuGATION Gtr S : ::� 1 OOD D. . .. 0�, d .<, ��.E: N .:: , O-. 0 N ,rl ,. IFB� 708.1 : ,�:r :I r
W G� X50 SBF SlbAl�l� BE LESS �..A:\: THE � 0� .E ,:DE0F . Ot,. L BY 6 �„s s �r,��I�t� sl�c�,u�c� n��u�s Ire or���l����Ics o,� ��o�� i
s' N AU�Ot+WABf�E STRESS f�®E CIE MATEMALS P, S 1: 1� \ _ - a ; _r f' — �, 7
�. ED '6 0_ ,,..• 0. I.. .. .I'DE Or ,,GOD a71S3, r::�;,GIIE:RED .o �J s � , 1� -hour Feud lure art!flon � use detiou
P � ASS OF THE GRAB BAR OR SEAT. OOD . E�, �
Q c3� O 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE ARR'LK ATION OF S'ZE ACT 2” 0" ON OFFO. T II
250 CPLF SMALL BE LESS THAN THE AfL(LOr\''7, R STI �
GRAB BAR SPACENG oh E :DE, ��/AGO.
®: • a. r r ABL SMEAR STRESS 'TOE THE
o e e � �. ��"I'SJI�U^,' BidA'RD ''BE:c..Rl�!� �.,h .',,_ -1 I \ , ��, 5 °f I;HII � a+V ^'1=U
a MAT t A r" GI THE CONNECTION n' UN T1 GRAB BAR a _ [� . �. 0.. .:�,.., . f BOARD,
N o < r: .. . :. � � ESI L OF THE ARAB BAR OR SEAT. IF .hE �OC�I�EGt'VO4u OBE.,,,EEu JURE ..,. '
CONCRETE., r1 9, „ PAPER R r\�IIN rlt'H � r- url�, ,1.,1
° ,— — — — — — � r� T U r \'1 r I rl;,l 1 IS tl �, EJ. 0, I,.I� .A ED ,.. : B_ .-,, D, O � .E, .�.: E:.ED OP, ED'SES. �
— — ® ®9 — •� ���; �.:— ® — — o -� �. f GRAB BAR OR SQA. AND ITS J�,O�NTOV�G BRACKET 0� OTHER S�>�RORT ,� � �_-
+9f r,. r 2 n. f4 s m— —
r r it� I :,:�" c ^.. : `a �:,i n,.l '.\ .�:
� •... :TIO (� a � ,, l \ I � ,,� --®______________
. < ' a:'. til " V T R aT n, R: IN v M, \.
100.00 a: °. .,...r GOf�.S,DERED TO BE FULLY RESuRAIJ�ED, 4F�EC�1 D,IRE(�� AND TO!RStONAL SHEAR ,..:� a .A�IbBOA..D : A.I�ED ''JO E.._... �.,•„D 0,, ;;:n: sD .I ,�,:E:,'. _,OA!ED ,�.:�.I��, ��
r., a e, •f I°'.'P1. SUR;ASE
T J 1
LQ LOT 85 5 SIES�ES SI-CA�L BE TOTALED FOR ..°E COMBINED SPEAR STRESS FII�FI �GRA�'� r,3 ;
�7 �0:,r'1 D.D91f5 SH D,AwI A\r0 / D.A,ML HE'D. �. �''LTE�„�1;'. E ,&0. u
850 c- C�� te' p ' NOT EXCEED THE ALLOVNABLE SHEAR STRESS. 4 6 B.J�E
N ALL �, 11 , _ o —
1
;FAD DI,�r,,AeIL ��:RE,;�, 0 4 � �.,.�:`�' BE .__B� �''�'. � .0 :\
3. SHEAR FORGE INDUCED DCR A FASTENER OR MOUNTING DEMISE FROM :IuwIE ,, " , f, 19 I I � � ED b0 . ,,�'IE 6D >E.,,E J
MAV. 3 0 �ti4ll'... I S •,. IN -L, - „
.. ':,.a6s. ARRLICA:VOI' OF T50 LBF SHALL BE LESS THAN, rI °,^�\ EEA'U `COAD OA.ED ..A.L , r. ;E:: ,ED „,l D:_.: 0'::E:R -:•. ,B r. .BO ,-D ':'O BE;
---'� .• . : e A THE A_�OrWABLE1 9
<., EITHER FASTENERS �, �i T G la GRAB AR !��TALI"QED �I10'I: ,�Ou'TAIrI Ls 1
OF EI a HER u'FGE .ASTENERS OR .NOUN!ING DE,CE OR THE SUF ORTNIG
T N �Nr
°a" •' 3, you,:,.. , v , _ �f \;'
STRUCTURE, HCHEV✓ER IS HE SMALLER A : D , �.=•E�D ° ', �..-�t-, ,D .0,:.,. O E,.ED `,, , E til: n
NATER r uu �:_O�rABILE LOAD, _ �. D _O.: . \.�. :� ,��� � : .,, T,, ,r ��' �,
, I ',h:ti �� r ^�a
,:
-'.
COG _,.ET I \�
EA�sl�r'v � . Ir.
o° ''•" '. a'•. k. ..® -,r .� � ,: a r ,� . , , r ;, __ :�,.,•� �, \. E AT,O.w �1mA13� .AR,OJ� . � .5
BUILDING
'UILD N .. .a I M I � � :�: I:. � y1 a�.
LJ I � ,. A �.o?a;.O�I:�D, :r r'AV.. , :I^u.I �. w,,: �i�,,�, NOMI -�
4. TENSILE FORCES ,rWDUGED .n A FASTENER BY A D, E T I POC.�� OF a b ..E�DG O E: EO 0„ 0.«.: 0 D, :,
iMETER R G TEa �i01 S �:r r �r A ,E:.,.. E1 .,ON �1 �� �1��
: VAX. ,, �, , 4 � n D'LS[�'EMSER: CONTROLLED�.IRO�LED DEL;'✓ERY _
! r: �,. � I n " � ,,, �.., y,., ' _, . ._ ,.>,, ,... �. ,_._ _ _ , LASSIIta,GAuOuti D_T �� `✓IR .
B. 50 LBF FLUS THE MOMEINT FROG THE AF`i�.LuGAr ION OF .50 LBF SINAL BE 3 � JI�� : : l rl VENEER ��.� 1�- ��"" � C
I �•�� :::�,,� ,�IY�I,A�. , �+�..�,E:r: :vt' BE �. - .ED 'O E� : ISE 5�.�.:f.':.E OI'e _ ,:
4r. ..,t r',, ,. 1 3.� ::. :� .n ��,r ':A '� ,f SFr.... n
r I �, 6 r :,+ r (n C LAM 1 :e MORTAR, NOM. 3 01: F n r, :a
,� �, JwOJ�.AR. B�O� � �A,D 1 �� S
e;— ® ® — � — — �. — — — � LESS 1:�pAN THE AI�IeO���r�ABLE J ITRIDRAwAL LOAD BETt�WEEh THE FASTENER A,a.'D WATE ;7 �, , '�r!I� ,r ,.,, ., � n<; �;�::., ,:: ,. FULL BED OF uv,O4�,AfR JUOu�J. :�:.�� 01 v'
9 �T V� R - „ ��AS�,'�IED sE;�EE,a BA�EBO�.;D 0 ,,,','� ..E ;':=0u�.':'�>ED. ry f /g 9 NOT :eE��
10 :00 N
CURB
THE SUPPORTING STRU�tII��RE,
URp tG 4 F,, S a \:, :.L.., : I+ ,y?.L, r"� q r ,, r r,
T � I I : ,t, � � v�:r>I � i ,,. :fA� � P a ^�,�
�. BA:.� / � ., :� �: .� �, I� b .. ! AND NOT C��ORE .' ,A,� 3 � �� SHARP T
�E STORY _ f ,� �l,: CLOSET & �,, � , AND Bim::°;NE,., A:�r _e:.-�...ED 8E.,,..,.-, ...E �,._ .��,��::;�ti.:.JO:r: � v �, PARTS 0, CLEAN �.aA.:, SAID .0 a �A4�,
OT 854 >v 5. GRAB BAITS SHALL MOT ROTATE I',# 9-N THEIR HTTI,INGS, �t �
/- V D O as - TI N C !:q (PR � N ',a. ,`�H
v � `I X1:1 �� L w �r I\: VOL, AND� � � 9, , i � �I ��;��v �'� I ^��� � � � � �� PORTLAND D �E4U/E.�T !��'RO! OGR..O:tiED BY �Ob�f.E'� ACED � I 9�
MASONRY GRAB EARS Y
_ a ��� . J;VuI, 3 L rVA1,,. I-J���:�,,.:E�'.; ��,�� ® 4 .:'E:A_ JBE�- Bm;, � ..O.0 STAPLED TO � M d NOT NO E THAN 50io
� � � � aJ.n p i Q,r �� :.� 4 "' � T I'''r� 7 �, CEMENT "y 1 r�rlA,F c, y a ,1 r rl,;l: �,.,
O.28 LII,OAATICIG C� ZARDS: A HANDRAIIL OR GRAB BAR AND A�'Y G'ALL ORS OT'HEIa �'! � � � -I 'MAX S IRDS:,
HYDRATED lLHMOE I,Bt' CEMEN, �OLU,'mE VE'RTrAL ZlNiTS STAGGERED.
V N
I SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASVE � � o
1q 10
102°40 42 0. 9 ELEMENTS. EDGES SHALL HAVE A MINIMU�w1 RADIUS OF � l
�8 ° �� ALL U4 e���l�f ALLSTEI UL U0
I FOUND 1/z" WALL �� �:�
I FOUND 1/2� SIG 77. 9 OS N SIDE WAL BACK WALL
I IRON PIPE WELL
"5715" IRON PIPE A-0 1 ;1 .Q 1 HOUR RATED A-0 1 =1 -0 TO MEET 1-HOUR RATED WALL
tooX_ X— ---9X---- X —
p 1 0' . O C!
N WOOD HEADER SCHEDULE
BUILDING
�� 99.78'(FIELD) DUIw9PSTER
LOT WOOD PAD 0 �u0 j
FOUND 1/2 Pd '�ao: / _
837 1 FENCE 855 P OF pro 31TO LOT r Date Released for Permit.
IRON PIPE o.E ^a, w : 110 OF _Axys, S
850 6 022 5, 'J (FIELDS ' 1
"NO CAP," old, ��, , ,r �s ' f�'
8-15
OF 6m�
if
N 102.45
This Drawingis not released for the purposes of construction
! r r 0'-0' 70 '.''0" 2 � L®� r rf I unless this Release Date in the Title Block is dated.
T �` I i I�'l 16I, E
�, LA, �! I t �, BOUI AISLj 837
�9° TO —11" rr�6 — _ — — _ — — — — — — _ —
j - -
NOTES:
(low ,� n� LOT - _ _ - -
> l-#IS IS A BOUNDARY SURVEY. rTATE MAD A-1-A) 311: $55
1.! 1 fIA�;��
aim A
�\
2)ANGr_ES AS PER HELD SURVEY. 5'-5" .0 6'-6" Fly 0 f NE��✓J
'-? r -n) GA's ) , i I DUM ATER
3)NO BUILDING RESTRICTION LINE PER PLAT. C u 1 I
THIS SURVEY AS ADE FOR THE BENEFIT F ,e . � . , 3. y\
I 4)NORTH PROTRACTED FROM PLAT. W M NE 0 s
28 SHERRY DR.9lNC. � ,�r H y.
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305j A'�—gg (('�� ENCLOSU =
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THE 6 P. •q- ! � 1 BAT P`:�
FIRST AMERICAN TIT I RA rc:,sG: a.a BDRM I !!I ,lohr� H. Dodd
TrL 1 R,�PER f Y SHOWN HEREON APPEARS Lk INSURANCE COMPANY ,. � �I���,ho ;l� �����, � 305 .�-
i 1 i r ARCHITECT, INC.
I RICHARD G. HATHAWAY, P.A. 6'-r" & M,E, �� � C� �
TO Llis IN FLOOD ZONE X AS WELL AS l :meq LIVING I i FL:AR0016867 GA:10456
° . / 2775 RACHEAL AVENUE
�- �T f� I PONTE VERA TITLE, LLC _ x
CAN BE DL ERMINE FROM THE FLOOD -_ -- r : r FERNANDINABEACH,FL32034
l OCEANSIDE BANK `: ;.:. ! LOUNGE-BRARY TEL 904 583-4044
INSURANCE RATE MAP COMMUNITY PANEL _ I E { )
NUMBER 120075 0001 D, REVISED APRIL 17,
_ - t
r �mali.JOHNNYOODDaBELLSOUTH,NET
108 FOR THE CITY OF ALTA TIIC BEACH r 306 37 i C lc:Islos al"OP Sli�rsd RcN�es
N , BDR BDRM
D U VA L COUNTY. FLORIDA. i '� �J M I Date., S«k,a ReyIsonsf
ESIGN PRESSURE OPENINGS 4 / I c
/ I I 9 t -t5_ -9 FIRE DEPT COWE�TS
P.S.M. 'RZBUTARY I''liTEIOR ED131 STIJR'OR i' I(
N
DONN W. BOAT1/R1GHT !- w I
AREA � �oGfE � e 3
P- - ` ( � CLOSET
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NOT VALID WITHOUT THE SIGNATURE AND THE I i p " 3i ,?�. � `', U Po
FLA LIC. SURVEYOR AND MAPPER N,o. LS 329 po5, ,I�,, 1E . ,Zl. , ,, AE11-2. 304 r
ORIGINAL RAISED APPSEA ," A FLORIDA LICENSED FLA. LIC SURVEYING & MAPPING BUSINESS N o 57 5 7.3 3T.L ^ STOP
SURVEYOR .AND MAPPER," N M NN LB 3 2 � ��.3 3�,T I � BDRM
10 26.,E 34°0 27.2 33:3 I X1'1 -
_
R0 25.8 30.7 26.8 32.6
LAUf�DRY ;,,
CHECKED BY: BOAT /RlGHT LAND SURVEYORS, INC. 1 r
DATE: MAY-12-200 15D �.5 >.� X5.9 31.8
DRAWN BY: -LaT 1 . r
500 ROBERTS DRIVE • , ' ''���
- SHEET 1 0 F 100 24.4 26.4 14°4 119.T x /
FILE #: 2005-48., JACKSONVILLE BEACH, FLORIDA 241 -8550 1® 100 21.9 2 .v 22.9 2T/, I , f .ems SCALE
FIREPIT
'�(Ih r P'� ";.'� REPRESENT 2 �\� PRESSURE :' '� 4 r: ,n r,,^:. r03 t iso-,L:"�
1. ESCGN ,1."ND .RESSvRES (REPRESENT Tu.E u0 �S M 01:° E��E��V1A� Au D ry �A FIREPLACE ❑� r
1• f f� PRESSURES"',,,"iL '3'�9 : "� IU f "4""ALL
;
BDRM I. t i,:, -- ��6 0
TEAOTU .ITeRNAL dE`SSURES,, A:FFUED :NO{Rt�AL 0 vrAL S�IRFAGE5. � � - � � ,". � LO
' iL UJ P t ' ITT «,. " 1r
Lrv. Y DOLE ,O; prV '� rim N r'I ;i ,� �. U��l c�°' k f .•e ;r
N.. LNEAR INTE:R:.O�:7ON BE7i,'. VALCES OF ,.RIBUTARY AREA IS FE.v..: SMLE. ; , 1 1 303 °;,, r �,,.;;
3. r 1� �'.. U•Ir,:.l sl: ry l .I. `"� 'aq1'\,� f,,''A: ��I '.rr f -... 1 „ §=x" ;'. '''" f• .la
[PLUS Au D �.,:Nls S„GC1S 0M4FY I RESSJRE ACRu uO rARD AND AlvAY FEOiv� TD;I'E r _ BDRM -
'CONT° CO^C. RUIED BOND - m1tn 1 SURFACE, air,4'1
• EXTERIOR ,,Aa� SUR ACE, RESPECT R ELf.
s. 1 r,if ((`1) r^F.. CONT. .� I , ,^, a h :ra n':r rl h ', '.Sri �rl �, r.
BEAM „�� 5 CONN. 4. AL' COYVPONENT AND CLADD�IR' �,rmALL EWMIERTS ShALL BE DES.-HIED FOR BOTV.
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a_ r, ARD � I IR ,�:TIE TABLE. x , � ( I ��
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I Pe
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5. �0.'�,ONE4�JT AND CLADDING E�EvE.\lu� �,WI,Oa,M A � r � 'I 'I,�.E. iJ�r�'.���V�.'(;a^.�it��'�°di, r�fli doe,-
'ICE
caC � o
DI �ANIGE of w ” FRO oITSDE CORNERS of TRE f EXISTING 5 GAL AE30 FIRE EXTINGUISHER r Inplyi with f ��` stat.
RO'RCIZ. ?�I ,a;:\I 'rl V 0I',,s r B�ULDI'NGG SHA"aL BE DESIGINED FOR T, R'� / — 1 I
U��o .,ti.�4. o\ER L E EDGE �T.::. ! ' / I U AC ABI � �r
. N S RF � IVIOUI�T G NET �i � , r �
JIOIiMT ;R Sa��9RES, OTRERIIr-ISE, USE IINTERrOR ZONE
PRESSURES. t UNCEuA,MTY ETIS.S, �cO.RS!LL,
�,. '^'��+'. l nR iw 1CR1 I r .r,�l ® I / I I .
16" OX � ,OR AR�..°TEv, ,OR D':..E y,D,� IN �.TRIuCNG. r � I I � � 11'' � 309
w�ni ` waw r ` 302 ' V U -I 1 �.... { `�' BQRM i co
r
EXISTING � E� ��
r ,\r N r ,�- r S G ®PEN
�. :: rl : t;v� u,^,', E ®E' III�E. ul
AT n:D,AADS/ALABELNG: ETTEEOR �,r. Do,.r� AND GLASS DOORS S;.AL_ BE uEm.E � BDRM � 1f
h.. w F o• : t - t ✓� f
• BY ANS ,APRRO`v"ED ('RDEFENDE�I'J LE37 NG LABORATORI', AMD S�,A'�L BE LABELED iIIITIr L r COURTYARD
V F-D V r ';� ,v, r:p TNG - Ur,: �� TU p LV NEW LANDSCAPING � '
� �
Aug AF-DROVED ROvED LABE_ :�1DE4tiTuTYIN� u-I� :v.A1UI�CuCREF, :'E�:ORu�:ftiNUE
C 'A" S M APPROVED ,F I,' AGENCY, NG r Lose c�
�R ,R.:�TERL�T:,S AND A.RC;O ED FRODU'GT �ERJ.:1C�..u.Or. A��EN��, TESTG:ti� / �= � ,�;r
r 5�0: E OF �n>ORK STA J E� EI T:
LA ORATORY, EVALUA70N ENTITY OR w4:.46N-DADS MOTIIGE OF AGGERTANCE TO �.M ,yrS I
„ u! r� 1" ;.,,,n +I ry? ...:'(�.Y , f:FV '! :,, r' on '\... .� :' pr' f ;,,.,,a I
EACH LoH BATHROO!N'J° ,.. F'
�® 5 VE�RTS 0 32 O.C. MAX., AND A� J\IDh�AIE TOMRL'JAN�E I:��oTN: T E (REQ uREG'EM'TS Or ONE OF 'ORE 'FOLOl/.f vR�� r �+�.
< ;: a=n , I, a q e rNE`,k, SIINiKS, PI IT i I''j G �d
ENDS & CORNERS :A�'RAND TIE TO Sua �I:�uUATOOu�: AC ] 7 AAMA Cti�WR^SDA 1011L�. -9o-`
301 �/ F 1 Ln
E rV 'J OI l!E `3 R
DO+'r!E'LS 25" W,N".) � BDRM r � r ,; � � , ., - I
' rr NE�� SHOWER FAN & TII ED BALLS
NEW r W/ c r
LU
5 DO`u�"ELS 0 32" O.C. AND AT INIEV✓ ��A�� �,~R0\ry ER D001�� + '
uidALL ENDS (LA[P .AND TIE TO MERTS � /
DOOR: � j
co
25" MI ,; 1De$,, r NEVV INTERIOR AND EXTERIOR DOOR!
9'_l3 w x ' ! WINDOMJS: EXISTHNG TO REMAIN I I
6" CyvlI[�i, �ONC SLAB '73000 RSI) .;' '�� x I 1 �- ®1 S
�oGI� t
a �sl r/�MJ':U1 I I � �rL, �,�;T , Q�" � � � ! 11 31�} fio
6X6X,0` 4O , ,tiv OR NBERMES . �fI,n, f J�/�jp i I r eCI � QE T C0MWW `El�lT �
O�wIIN'ER'S APPROVAL OVER 6 !MIL MB �! r r � 1 1 V ( BDRM
. • . r 1 NEW COV'D ENTRY PORCH
®
OVER GOMRACTED TERM(T E TREATED F"LL Q .� (, 1 0
® a .
COv.AST TO 95% arI v. DESS, 0ld'�flon of the 1=
:.a O s LIGHTWEIGHT ROOF TRUSS Sl' L ! 1 ' T_
„ .
a• a LA& 6 Ro' a6 a . r
La00�� co ® r Rid
Fllor1dc Fre
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Ln � \ \ \ \ \ < a. ° G - 4 - 1(`w. t},"hj< a ®� 1 II:gy \" 7 Prevention
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Co ®
\ \ / JV�E DEQ u O W, ECNNTS r: I, r,5.� y�R°„ co,of
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TQC , ESR. jOu'NIT �'AuERIAL & SEALER r 1 s : r CID CID
a NEW OFFICE
e
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H c Is. :'Roo . 311 LDING AREA: 00
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A 3 TRANSVERSE OR — — — - - - - - - - - - - - - -- — — ® - - - - -
\ as r
— BD
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.. -- — ` _' �` J
SITE PLAN4.
\ All��\\,:\e.�\ 1
i'
rr ! r North/Elev Key Sheet
2,-618 - -
�Ir
' ® r J�
VII _.' e / ((l i;.
rAn=� �
IPe A�fLSA C
A 9-11 A �
1/4 — 1 o to WATER I T— (PAVED) � 1
METER f8 1 - p
I
MAP SHOWING A SURVEY OF
--------------------- ---, AL i WIND CRITERIA:130 MPH EXPOSURE: C ALTERATION ERATION LE Lo
LOTS S 851 , X352, 853 AND 854, PLAT OF SECTION NO.3 SALTAIR A., RECORDED- IN PLAT � I �
BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SDE : IraORIDA B.,LD% .'ODE, 2DL' ,5 ED:oNN
LAVATORYLCLEAe rE,-, ti q, tii a , ? \ ,'y ,
i
p , D��,J ml a. E DI ,V�';,3s a. 1'TE ,PE N:vTE�„ AND DENERAa DES .,, TION OF THE 4K. .E U4GNTRrAUTOF SCALL
c n r, a^�r;v I\n,P, �•,1� hP^, t a � n 'n,. nr. ,,,r.
�. �a :\+: !�`. \ r;' FOR ,.: X12' , .w'I �h'� d 7 r ` •,:I r �,g 1 �,�, ;....\a„i �.
� CLEAR FLOOR FLOOR ` �•, ,E�E��A.�r .r.�TE3.A�� �..,D ,10NI. .43 A ..,d,/.:LE,ELV �...,NS.:ED t�s0•�E,.,T. �O✓�LULT LWNW�: ;INCE 0�'GNEi� G``'' THE EvfENti: 0'.e DVL�:�E,wA:N�r 0:
S I l J I \ V A 1 I AVENUE SPACE "."I�E� A r .i �d A�>I�t' S4�E 4 i,41� i��GOh TO B D.
.ONCRETE '
WEIR (
50 RIGHT-HT 0
F
- AY)(
PAVED
) SPACE
P00E
I o \', ti, \;, '1P:” nT " rSS':'''::" �z yr fTY k: a., ry ,,�:• na rF
- ---------- ---� DE�N�TA.v� C�.�OUN D.A,1CJm�• A:n�I•::EJu DOES 1N0. �a��ti,E I:�Ec:01�SBHaJ':I FOR 0'�„NSSJO�S, �\�''r0��w��C�maGE�E E�PO�:;�AC�I�E 0
HANDRAILS, GRAB BARS AND TUR AND t9----FOUND 1 9 J” I ell lu Y \✓1 I�,'V \ ''\ AND
rl r i�p. ,at, 4 a +„aa(„T R a t C,7 j,
DEv.....0, 3 FROU ...E .L, , SSE' I,.y»Td,N s::dD DETA:�S :;, r N-0 UN N 0 !JF B� ,O.h. •��uOF 0: 0 N rAU':IO S D AGI.! ,Po:E 1V0 ;'E OF
j� 4 \. A 1 a
I ELECTRfC 09.74 (FIELD) R _� : � 1, : I.: � a.l \c I � . ,. �: ,, : �: r :
M N
FOUND 3/4" BOX s � CONCRETE �O:.a.�,�.1.01;,,. DEWGArI.OJ.� ,1�0.y: D��,;G.�._ ARE ali 'LOJN .�a:UTOE��I .�'G�N .�'�Nu.Eca\ A��:Orl la, ,:,, v'[, ., 1„, rl: \IIG�r, � � , ,
IR PIP MONUMENT MIRROR
,,I;Il la s a ,, � I',, m, �r,r � QED C. ,,�G..0 0:� �._ �E�:�ED i ,.�E.�EV,:�:^t
1 00. Oa e? SHOWER ER SEATS, D?:,:uN,S OR cEALED UO.LESFDWDEIN�E FROM :HE ARcHffET•
ON E WOOD HEAD WALL "No CAP'
.9No cAt=„ n 5
CA ,MI R�rNG IF ,r ^N- N , iS•. 7I f `_! ;r Vhf"I 4!.11 ,9� ..9. _:
LOT 851 SIS. AMID SPA�u 0, �CFdAB BASS AND C�]AfNDRAGL . ,:rNE DNAMMR OR C,MTI,, -,� . r,,,, _ -1 ,, ,+ F ' 4 a ,,r,as , „„ ,
L 4 'JOP� 0..,E: E ; CT DO �,,Eh<: )vO,E: T`EE DWA� rJ1� �2 ` �.o ,;I�»
R \N ALL �,I, � � 11 „ � ,,..�..: ARE ,d BE �O,tiGNDEF;ED A ..OI,r,��sTOF� .wEwV,�.. DO�.�..VaEZ,
AL O- NG r 1 4 I',, e nr 'n ,,_
�V L FO OF THE �PtPFr' SURFACES OF A �]ANDPAGL OR GRAB BAP SMALL BE TO I ,\ . ,� 1' rf 7t,, '� a ,aT ate: ,:
!r. CONCRETE
«.D . E 4u ,yN.E,,DED 0 0'E t,,E � OF GO.v.F �T ire A �E�;E.\; BE ,r',EEH �E OG,^cG�E kiT -0E 'OG.R.70R. S,eE�:RC
' _ 9 9, t .d i o-.� � `,�,,.af ,V,i,,T'.,� a - =w e m rta ER
e a �^r n.'
• C, n' n 1,n , C R ^r, ra,..RF A a ..-lu I..:. • :.::.,. :: I�:. ti I G:.a.,I\ w " 1,.
102 35 39 Q � d OP TETE SIHAPE �D-0A!�� i��OuGDE AN' E �G✓^ x!11 �! � ti� I�, : II ,....E.ti.�a9 .J.e.G�:E�, I..:,J,J<E�, AaaO:,,,�J9�E�, E:�. ti0: �OvEr�ED BY r,I�IE�,E :���1� c.JO�i�� BE ,Na��JDED .��r :aE CrC',�iTEJ�v ��I,vEEtr;EGv�V
� , � ALE. . �:�GFPN�'� ��t��A�E. NF ,
' _ N --- BET,'EEN HE Or,�NE� WID T,�IE OGv.RACTOFs•
DPAES OR GRAB BAPS ARE MOUNTED ADUACEiINT TO A P+°,ALL, THE SPACE � � I;
!e�3 G�AG�v rr
PLASTIC a II �W IMI Vr �N � 99 HANI ;U F =9a
BET EEL THE `TALL AND THE GRAB BAP SHALL BE I/ . �A,tiD[ANLS MAY BE o -
- /"� LEAP ,,�. r „''a; r,r c nI\' am ''A it I' a,t r.R+ rd^ •\
c � d9 ,.99 ,."�N[.E,;. LOaE: aO�,G^5�; TIO^ OBS F��,1 �N �� , , � al:1,t� '^�P''i f NOT, en I %I� . i c� Ir � � '>,.
FENCE c� 9, LAVATORY CLEARANCE —; EI . 14C Ar�D : o E�: ..D�,N.�..� J,O� ARE .\o, PART ofI,,�IGTEy, G o:E 4F ;o ,°. `.,
t / 9 ss �,,. C 4N S� �t::F .`\ 1 r +, TI r - SPACE li <r o — I9,
LOCATED ,:,ti A RECESS ESa G:�. THE f�E�ESc. NS N SR r a a. :. ”
� 77 24 33 _- ,� M�< 01 3 DEET AN'D E�:E DS � F .�,ASE S..E '.�.� BY »��,-,TES,: !��• E Ilv!O „I�ult!`' \� r� ! , r: � �U, � s _;\: �,r�� ;I ” r,ll,� "'y': ,\ " � ^rl n,:a v,; ,-
-r e � ,f �, : ; I n ^� � � `__ 9 ,ao THE ^�.,� v J Au.Q OF A'��..C,E�: .EFFOIP,.v:.UJ., �0�1�,G���,ION OBGEPWA�.O�„ �:�LE`� � ,,,�E,, A�-,��,EE.v.E:,: I
SHED AT EAS, ,8 ABOVE THE TOR OF THE RAE. �s _ REQ'D -� EF.,0 E � ? 0� Pay �� ,OSE.
I
PROPANE — — — — — — ® ® ® �, STC3JC�T'rNPAL ST[�EGN�TH: e �:,ll �;'I
DE BAu�: EXHAUST .ANS TO E��EPJOP DCSC CA\RsE T1'P•
_.. � 9 � w � 8 .m .. ..� . �. �E, .'ISE DJC.1���: ��'�0°unl "®'�I I"h IP � MSCHARGE n:�� !
100.00
TANK �� THE STRUCTURAL STRENGTH 0F `NA AIDS TUA AND SC-HOV'9rEP SEATS, 6"
LOT 851
y a ,. s
FAS"IJ E ERS, AND MOUN a GN''3 DEMES SHALL GLEET THE 'FOLLM 1'a�
.. -� SJgEyGFNCATNOS: i
: .•.:: . < r3 1:,a , ,h a =v W'VE .O'. HOTEL (TRANSIENT)
I
1. E�D,:ti,� STRESS NNS A GG BAGS OR SEAT GN'DUCED BY THE MIAMM/ BENDNJWG 3 � 1
MOMENT FROM, T E AG', �I,� C 1 r LESS 1 • OOD �'J�D�•-..OJ. � .`. � .,,._.E:,.:,.�:. t�. ,. NOM r 6� 7 ,, 1 � °, I ��, : � a� ^
M v (I°t ATNOJJ 0� T50 LBF S`i,ALL BE LASS TC�,�rN THE _ � :� s . � 0: 0 : 0�.:.E �^D�� 0. ..Q.�. .s B'I' 6 0�.�. ` c��Gs sc�c��o�u� sl�,��,J.� �1u�o�s ��� o����c�ncues u1� Group
1144r 1 T 1 THE
T� r T, c,II �,4 ,S 'S"A"C
q ,e �.,I o -!
N AEE I,AB�E STRESS FOR ,RIME vAJEP Fr \ ,,,, I 1,1R R .
\,� f I M MALS OF THE GRAB BAR OR SEA,. �: `:.'OOD U,,�✓:.E�:. �: �:'',ED �Ii6 0� .,�.:�.,. 0., E»:�r . DE 0� ';'OOD �'=.a: E�, �fA��E..�ED R�" �,o�r�J s�uc�ll: �o�es� \ `u 1: �v�� �c���� �u�� �a�o,:ooa� m r�s� c�"®�c�6G I
q ti, ,� SNZE Anl s
2. HEAR STRESS DUI CED N' A GRAB BAR OR SEAT BY THE A'R G�uC00GN OF P " 0� OG'<i Oi�EO '':TE �';,DE. �L 'A�O. �
• • , 5o h ti l GRAB BAR SPACHNG O 6
�-' e: • . N �= L� . LF SHALL BE ._ESS THAN THE ALLo,vABLE SMEAR STRESS FOR THE � C � p
•a �. r �. 1 �J i•Ir�.S' �'u�\ BOd"u�D '':BENh,``�I I:IVI I`. =r•",E �:� a=..��I.::°I., .Q.'z 'Cyl •;.I• .5/„ 7;N A mRw
g _ MAT ANAL OF THE GRAB BAIL OR SEAT. Nu' THE CORNEC70N OBER, EIN THE
GRAB BAP $ � .. LBO�,_D,
- :_ •°- ..CO, :. g. "' E „ .�; „. r-:,� r, Cv. ;:u`'ri ", ��:,�1, �..n �1 lil^.
NCRETE:' r� EI Or,: FCIVT P. a - la v'
w ® ® ® ® ® e ® ® ® -? �i r \ 'u lfq `;4,:f, n� T o A, ED , '3E DINED, SE E, -A E..ED O.. ..O ..DED ED'0ES. 2
c , t • 9 ® . . .. r GKA BAP OR SEAT AND FS 1vIo�N„I�� BRACKET O� OTHER SUPPORT C ' � �___ ___________________
V ' L s,,1 rl J ,9
`ALLBOAItFRD `A:11) TO ';, cTUII
100.00 , .,: a. CONS TO BE PULLY PEST[RAGGNED, TIHEIN DRECT AND TOiPSNOINA!e S�EAI� a, . E D 0., 6D E.v.E.,: GATED
!
E., . Q .••° . � � a�; ,a SHALL �-FtINN• SUL�6A1uE 8
LO LOT 853 STP eSSES ,,.ALL BE TOTALED FOR THE COMMNED SHEAR STRESS � ' „ � , " ,r:
' C e V,I1. G� L 0 R , d.09?15 b.', D. i:': :«.. D ! D..`:.v ':'E�D. . ''� E.. SATE 0. 6 B,y of
850 r , cs> a'°.. GNOT EXCEED THE ALLO'Ji�,fABL E SHEAR STRESS.
N ;; % !„' `\ ', 1:,''a G� : gip” !• .1h 1.aT
a .� EAD DI:�,. a_ IE.,�
' Ln 3. SHEAR FORCE NI DUCED hN' A FASTENER OR MOUN T NVNG DEME FROM G[H"JE r„ /A'I „ 9, fR n� /g _O:,, .,:.-„� BE B ;';. `'TED ':P O:: I HE 6D ; E,�E�'J
• 2 A • 9� e II. 6 ��. ✓.• COATED
,::"rim f �.,: 99 �:. �,_,.
iCJj7. - rrru 1 p.i r 57r' `I-. nr;n ,, V 3 Q MVI\V. �:I' a :J. :�'I. I�> 1, a � I':� ;i `�_ ^,u `I?.
.. ... ,,. AP, es�ATCQN' OF 250 LBF SHALL BE DESS TAN HE ALL01'wABLE !LATERAL LOAD „OPTED ^.Ar:��, ;,.:.E:. ED :I, D:.:' O..:E# a J�.`. �8 , :,A B0D R0 BE
OF DITHER THE FASTENERS OR �OUNNTNMG DEME :� 4th (UIPAB Ali N1 .A. !ED G4:'IOIP'Z0'1,17,'saT• 1
®... , . OK THE SU. POIRTNG
�r l
�: : I �" . .I � Vf ` :;1I� l'I 6:,,.,, ,� a;,. Se'f\ ,:s-N �' !'f\;' N 'r"." I
° STRUCTURE twKCC EVER ,:S THE 3. 0,^r.� .D ....:=r,E .D . 1:' .eBO::..D •0..`., Os'E. v.:
WATER , S�AL:�EIP AL�0�9AB'eE 'LOAD. � -- ED ,..: . .:w:_E :�,'�,O _011n. � ���r, F I! .a n >I � ��:. ,,� .,�
I.
BLOCKS ti 4 : 111 X1;9 . ,: n,: ,, .:t r• :,_
_ < SOTh•.EI,E BOG.S ,,BEA3J� cc:r, ti. .
I a �. . . f n C� E �hASal hATGOIN \tiAPN/ C A:�,O�--� DE.. r �.
BUILDING �f : I�
° N.,I� ,OP�ES NND � D � �,QrJ.GQ�9.ND.
° J E GN A FASTENER I EINEP BT A D�1�ECT �ENSNONS FORCE�E OF
T �. Er1�RRE i' I � � � �I: � ,, , , ..a.o .,k..D� �0\,E^.ED �Q, . ..Q,�.% Qv.>'D. �� :�::W �,bE'�rti,a'.IEe .JQty' �r r 'r (,2
I
ME ER DNS�E SEIF: ONT'NOLLE GEI�NLEI y w: AS;`,�Iil , ;r \ .:
131 250 LBF PLUS THE , N4 T r ` T- N F II S :! 3 =_ r , -
S , ,CAI tON D-2 Ir)
� NF MAS. MOMEJv a FROM THE A: P�N�A,10,� 0. X50 LBF HAL BE rL a�ll�,�, "`d. �,.�u, W EI;`�,EEI� _AN,.EF .t..':`t% BE AF--'-TD. VO E��. 'SNE SU.� Ar, Qlp
THAN
- -.ISI' ',T ' rl„ T 1 P �L E r� �y ap Cl• p FULL
a MORTAR,
9i I�I �,p �n g
�' TI �4 ti1s. I:tiQVV.A1?. BLOBS LA✓D r ;UL� BED NOM.
qnn p � LESS uI�]AN THE ALLO�uABLE NJ..C.D[FA,rwAL LOAD BET`U�EEU� SHE PAU,E�NEK AtiD WATER ,"��1� .eED �'E;ILIEE-J BASEBOAJ�:D. �O.JT� ..E.,\,r - 0 �COJ,IA�, �JO.v.. /6 T'J-Vl,.74e 0. .v0e eESZ I
VV,OQ' iP��pp1 X01 :�ICr' RI s,. Q "QED. �i ss
RB E SUPPORT v S,PUSTUIPE, ICLOSET9' •:>~: T a ,aa,,,, o
CI✓I\LJ i�''C�' .,.I�:. �n h•r: / I rR �1n'iR
to ," \, , CJI �, ', !�<_' !„R �, NOT IVB (r": SHARP F PART
� � �,' ,tea h T 10ORE THAN, I ':` .M I
Y � I � I•: �I �, I � i� .�<AI,\^ AND I�Q. : o..E �� �
R _ � .. B�,,J._, A::.D BI�.'`�,NEJ� RA,.N .,���::� D B � '- I r ,• ,: a A,L 3 �APT� 0. '.�.�EAu� SNN .0 :: S I IOT 854 NE STO v SM II flI' N I Pro`01N I
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M 3 url,SLi,`:ESS =�G'� 0 ^ti . I .'^�_ BE B., .A, 'eED TO .E1, AND ,v0: MORE �auv 50
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N0.28 EUl:' A-15NG (HAZARDS: A HAND 01R �PAB BAR AND AN1T �„ALL OR OTHER � � �=� i -I 1.A
SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASHE
PALMS MOTEL} , 4,3 � ,S „ l
102'40'42” 0. EL L4ENTS. EDGES SHALL HAVE A MNCNNMU"uR RAMUS OF y8 � a fl
FOUND 2`° , et)D urll�
77 9,06 N FOUND 1/2'" SIDE WALL BACK WALL
_ _ 0 91
IRON PIPE WELL IRON PIPE. A-0 1,,=1,-c,, 1 HOUR RATED A 0 1 =1 -0 T
® ® 71Po 9s '1048„ 0 MEET 1 HOUR RATED WALL
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WOOD HEADER SCHEDULE
00.78'(FIELD) DUMPSTER �' I
LOT / WOOD PAD o�E Iolgr of WBUILDING
LOT INFER Woa
837 m FENCE 855 FOUND ..h of 7r0
3 o�Y LOT rI Date Released for Permit:
NO CAP- ® o�, FE€� � ° r � 850 u 2. N C I ! ,
102.45'
, a
8-15
This Drawing is not released for the purposes of construction
p O� / unless this Release Date in the Title Block is dated.
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3 � � �? ) AyP / /
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ATI ANTIC f IC BGC EVAP � � . 83721-111 70 -- _
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r 1)THIS IS A BOUNDARY SURVEY, sTATE R04 9�
I 2)ANGLES AS PER FIELD SURVEY. s'� " :o a s•
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3)NO BUILDING RESTRICTION LINE PER PLAT. � • . { � '
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4< ORT ( PROrRA�,TED FROM' PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF 6.7• oYy;S• 1,01
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HANDICAP ' I C
Nom. ; II fl, l 3Q5 I I ENLO��R
c o a .a �U BATH , ,!�
T tis ; John H.
THE PROPERTY SHOWN HEREON APPEARS FIRS < AMERICAN TITLE INSURANCE COMPANY ;� �- � ���0 ;'� A �N BDRM 305 ` � I I' / Dodd
,9 RICHARD G. HATHAWAY P•A. ! ' ' ARCHITECT, INC.
TO LIE IN FLOOD ZONE X AS WELL AS l °��" °u�° �
� ;, LIVING I t--�—! I FL:AR0016867 GA:10456
r �� uAti x t�� I I ' 2775 RACHEAL AVENUE
PO TE RA TIT / I
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CAN �E DETERMINtD FROM THE FLOOD , r : w. :: ,. � � � FERNANDINABEACH,FL32434 I
A E r OCEANSIDE BANK r LOUNGE-BRARY / TEL 904 583-4044
INSURANCE RATE MAP COMMUNITY PANEL
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Email:e JONNN D0 D gELLSOt1TH,NET I
NUMBER 120075 0001 D, REVISED APRIL 17, 1 jos P�,usGar�s , a , �
1989 FOR THE CITY OF ALTANTIC BEACH, BDRM BDRM ( I ! ,, e ® :eo.��se
D U V A L COUNTY, FLORIDA. ' I I` o. Dote: l�0 ked Revisions:
DESIGN PRESSURE OPENINGS
'- WS -i FIRE DEPT C*NTS
„I OBUTAGy' 'NNTEMOFH EDGE STR P O , ,
DONN W. BOATWRIIGHT, P.S.V, A� cS.F. �oNaE It 9, 3, �
NOT VALID MTHOUT THE SIGNATURE AND THE I
CLOSET
FLA. LIC. SURVEYOR AND MAPPER No, LS 3295 POS• ' jl MEiG. :DOS. ?¢` NIE�. �T'' '
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. �, I T.3 32.2 28.3 3 •T STOR
L LIC. SURVEYING MAPPING BUSINESS No. L13 3572 304 ,
I
SURVEYOR AND MAPPER," :, � ?< / - _ 13DRM
9O 76.2 34.0 2T•& 33.3 ��
CHECKED 8Y: BOATWRIGHT LAND SURVEYORS, INC.
'0 25.8 30,T �6•B 3�.6 r - - ' ",� LAUNDRY
DATE,• MAY-12-2000 I
DRAWN. BY: CRT 1500 ROBERTS DRIVE I o X5.5 �8.� X5,9 31.6
SHEET-!—OF 1 N 00 24.4 26.E 24.4 2,9.T x
FILE . 2006-489 JACKSONVILLE BEACH, FLORIDA 241 -855000 22.9 2�F 22.9
7.7, � / s�A�E
FIREPIT I
Un
1. OESN�`N `�l?:N9D PRESSU'PES ',�EPF�ESEiNT T[F:E NET PRESSURE °SCUM OF EXTEG�MAL AND ' 303 FIREPLACE � I I BDRIVI , L-Lj CD
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17
• L NE AP NNMRPOLATCON' BET�i'd• VAL UES OF MBUTAR AREA NS FEEN�INSS BLE. �, 308 /j
:
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T. CONIC F LLED BOND EX-E`NGOS ^,A'LL SURFACE, ''RESPE7NVELT.
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to
FOSNTNV AND ` ',,A FVE PRESSURES SNNO''''fN GN THE TABLE. x � � �.E. � '"`�
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5, UOR4FON�ENT AND CLADDNNU ELEIMENTS t;G=�'P:N A; I i�. c
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7 ^:r. V i1. rr= 'I '1 1 OVER CMU
r. : 1.�" I, ° ,n ,,..f � `i�,:, '
HOIR7. �r�o F N IS' 0VE!P CMU BiU DGNS' SHk BE DEMNED FOiR THE EDGE SIR? rr i f IN SURFACE (MOUNT CABINET I / �
UGHNT P3ESSU',ES. OTHEPNINSE, USE NGNTE :oiN SONE
^ ® 9, I
PECNI:r• ° Ir3ESS' HES. u!F rJ"N1�E3TAGNuT E2S11S GON'SULT ,,' ": r I , —.�
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BY AN APP'RO"AD NNNDE.ENDE�.IT TE'SINNG LABORATORY, ANrD SFAeL BE LABELED TCH ' COURTYARD r �—
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AN APP�NO�ED LABEL NGNDEN�TN�N':.�UU TN-0E GAN"UFA4TU!�E[3, C�E:FFOE�JAN��E i
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I� r �1^\r I r SCOPE OF WORK STATEMENT:
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n1 (LAP ale l'n, v'1� NEN SNNKS/P T IN�O�
ENDS^& CORNERS (LA AND r:NE u0 SPEC.,N , TCON. ArN�� ,I AAIB; , ,ICDA 101: C.S. 91 301 ! NSE rV TONLETS
DOWELS 25 M�HIN.) r BDRIVI � NEW nor T •�/,�^ ��
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