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Alicia Lane 2221 ro a � C-P, S MAP SURVEY OF Y LOT 12, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE CURRENT PUBLIC RECORDS OF COUNTY, FLORIDA. A. L A O C E A N ! q T T I C �� . � .• .,• SCALE: 1" = 20' FILE CO3 3 I p i S 01'55'08" E 52.03' (FIELD) 2'1• 01'52'44" E 52.02' FOUND 1/2" IRON EROSION CONTROL UNE FOUND 1/2" IRO PIPE, LS 3672 PIPE, LB 3672 1.8• I i W DE X I J 1 � a .`�%.•,r 1 D"TWIN ;+* tK 1�, LIVE OAK43 p gyp- p. 6"LIVE � M o FLOOD LONE "VE" EL 21 1p• �j +gyp•OA ( OAK-� N O FLOOD ZONE "AO" (DEPTH 2) 00 ++gyp• :. tr 0 J 7"BAY - M 3 2 Z N \✓BAY TRIPLE OAK CRu6 �" N IX 12" PALM00 W -}- 00 L0T 13 NNri � 12.5 V) � LOT 11 C, 11J '� 6-BAY 'KIEL' PALM A+ C, 6'TWIN W O � ff'�''�� BAY BAY ' WOOD FENCE - CO OMA NG OLIAUP� 11'TWI OA �aQ 6ETWEEN COLUMNS n CONTRA LINE B d' � �C19 1 OM GN IA !1 COASTAL CONST r CC) 6 WOOD FENCE 9 00 WOOD �� Y — — " 1000.41' S 02'52'59" E 815.80'_S 03'48'4 951.78 Z Z Z DECK _' 48_54• S 04'20 2 E. _ _..,�— — --'�— iW20 21 COASTAL CONSTRUCTION CONTROL 72E AS N 01_48.53" W 881.86_ _ — RECORDED IN PLAT BOOK C. PAGES 72 – 72H \t BRICK( �. CQ" :D:' BRICK 'Z tsK �L?e 17.1• PCR MTF1 ''xMN CONCRETE TYYPICA� S 01'48'53" Em �96cai1�� 3.68' 6'ts coNCR pi o' - WOOD FENCE �. - ~tS O, - 6EIWEEN COLUMNS STfP �.-- 3$ 1 J FOUND DNR MONUMENT O> N0. 72-81-A17 d Zt- �► BRICK � THREE STORY �0 9 chi `CD o STUCCO o I�E z c h RESIDENCE No. 2,21 ~ rx FOUND DNR MONUMENT o ' j � m NO. 72-81-A16 NOTES: Go =3 b om CONCRETE COVERED.CONCR.TE ' THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY A/C PAD PORCH W h•8N•. WITH TREE LOCATION. j \ MASONRY SPACE 60.0 ALL 3.3' NO BUILDING RESTRICTION LINE AS PER PLAT. W _ BEARINGS BASED ON A LINE BETWEEN DNR MONUMENTS 1, 2s.o' o �/ FLOOD 20tKE x- (DEPJZ !, n '� f100D ZONA No: 72-81—A16 AND No. 72-81—A17 AS PER THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) FOR DUVAL 10'X17 3 -CONCRETE aWAU.STEPS COUNTY. FLORIDA AND RECORDED IN PLAT BOOK "C AR NSFORMER PAGES 72 THROUGH 72H.OP THE CURRENT PUBLIC EASEMENr� o RECORDS OF SAID COUNTY ON JULY 3, 1992. __-- CONCRETE 1 5 I D w Jit _ – 7.5 JEA FOUND 1/2" IRON EROSION CONTROL LINE IS THE EASTERLY BOUNDARY TRANSFORMER I °'- w --- -IRON- EASEMENT.. _ _ -moo PIPE.'LS 4707 FILE UP OF SURVEYED PROPERTY, AND WAS CALCULATED FROM PAD I __ --- � fOUND 1/2561 - 55+ THE STATE PLANE COORDINATES SYSTEM (EAST ZONE) __------i " PIPE. NO 0•3¢ 41" E' S2(PLAT) 1 OF SAID DNR MONUMENTS, AS PER TWE EROSION CONTROL 7.5' JEA I S 55 E 52.55 LINE FOR DUVAL COUNTY, FLORIDA, AS RECORDED IN PLAT EASEMENT I r,Nn�L ac S 0S'3�,08.3458 E 01ELD) BOOK 35, PAGES 59. 59A AND 59B OF SAID PUBLIC RECORDS'', -- - - SET ►� a 3s� s FOUND 1/2" IRON D15K. BENCHMARK USED: NORTH RIM OF SANITARY MANHOLE PIPE, NO CAP N 08'34'07" 'W (FIELD) AT THE CENTERLINE INTERSECTION OF ALICIA LANE AND N 08.3255" W 16.53 PLAT KIMBERLY COURT, ELEVATION=9.77 N.G.V.D. (1929). N 06'41'18" W 36.00' (FIEL I N 0$'34'41 " W N 06'29'37" W 35.86' ;PLAT) 16.53' CHO = THIS SURVEY WAS MADE FOR THE BENEFIT OF CHORD=N 06 31 .23 W� __ ._._._.__ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD DISTANCE=35.$6, KYLE AND KRISTI BRADY. ZONE X (AREA OUTSIDE 500—YEAR FLOOD PLAIN), FLOOD RADIUS=500.00' -� ZONE "AO" WITH A DEPTH OF 2 FEET AND FLOOD 'ZONE "VE" ARC=35.87' rc J DELTA-04 06 35 (WITH � ( H A BASE FLOOD ELEVATION OF 21 FEET) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE L A N I A MAP .COMMUNITY—PANEL NUMBER 120075 0001 D,'', REVISED: � � C Q (PAVED) s APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. l ` 40' RICHT OF WAY ( cj--� NOT VALID WITHOUT THE SIGNATURE AND THE j DOAV*. BOA-fik T, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." -- ----i- FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: !,,] FlLE: 04-0225 DRAWN BY: DAF I BOATWRIGHT LAND SURVEYORS, inc. i 5A0 ROBETS DRIVE JACKSONVILLE--- I BEACH, FLORIDA 241 -8550 DATE:FEBRUARY 26, 20o sHEET I o!F REVISIONS I 1Q 08-30-04 F IL E C 0 P y ' NO VERIFY R NORTH AND SOUTH VERIFY NORTH AND SOUTH CROSSING POINTS WITH CRO56ING POINTS WITH SURVEYOR SURVEYOR j PROPERTY LINE 5 89° 44' 34" W 239.03' BRICK PAVED COOKING AREA ATLANTIC BEACH 5' SIDE YARD SETBACK LINE 4'-0 I/i(" EXISTING BRICK WALK A p Iwo Z ,.., U x 00 � � � _ � U r1LE CORY co i W I � � N Z X ,Z'ILL W a 12" PALM Z W 0 W DECKING AND RAILINGS 70 BE "TREX" n w Q1 SYNTHETIC WOOD SYSTEM.RAILINGS PROVIDED _ _ THREE cJTOR"( S?UGCO �-I SHALL COMPLY WITH FBC REQUIREMENTS RESIDENCE No. 2221 ALL BIMP50N PRODUCTS SHALL BE z = O STAINLESS STEEL WITH STAINLESS STEEL p cA Q u FASTENERS. w ALL NAILS SHALL BE STAINLESS STEEL, z n BOLTS,NUTS AND WASHERS SHALL BE HOT DIPPED CD io .I GALVANIZED SIMPSON LUS210 HANGER w/ P.T.2x10 SOLID SIMPSON LUS210 HANGER w/ z 8-10d x 11/2 TO LEDGER 4 BLOCKING BETWEEN 8-10d x 0/2 TO LEDGER z -' 4-10d TO JOIST JOISTS 4-10d TO JOIST N S'-4 1/2" pL u4► -� ZO - i - P.T.2xI0AS SHOWN ON FRAMING PLAN 2-P.T.2x10 CONT.,ATTACH SIMP50N H8 TIE w/ TO P057 w/2-H.D.GALV. 5-10d x 11i2 At BEAM z viz"i' THRU BOLTS,TYPICAL AND JOIST \ \ SIMPSON HS TIE w/ 2-SIMPSON RF505x8 BOLTS 5-106 x I1i2 At BEAM SET w/SIMPSON "SET" EPDXY \/�\\/�\\/�\\ Q - -w w-- P.T.2x AND J015T 2x6 KICKER A7 a 48" O.C. - EACH POST311 \/\/\/\ S F.T.2x( "X" BRACING POST TO POST ATLANTIC BEACH 10' SIDE YA SETBACK LINE — — — — — — — — — — — — — EXITING REINFORCED � \//\\//\\//\\//� — — — — — — — — - - - - - - Vx t.` CMU RETAINING WALL z = P.T.6x6 POST \ IL Em 0 P V t % SIMPSON ABU(( ON 5/8"mx4" BOLT EMBEDDED 4" INTO CONC w/ it COPY 51MP50N "5ET" EPDXY \//\//\ U EXITING GRAPE '` o i W U1 '7 rx \ \ \\/\\/\\ \\// /\\j\\j\\j\\j\\j EXISTING / /\/\/\/\/\/\/\/\/i. \///\zll \\Xl \/\/\//\//\//\//\//\//\//\//\//\\//\/i 1\\z/'\ \\ \\ \\ � U100D DECK � \ \\/\\/ \\/\\ /\\/ �� ' \\ \\ \ \\ \ PROPERTY LINE N 89° 44' 34" E 243.98' \/\/\ \ \/\/\/\/\/\/�\ d \ \\ \\/ \ \\ \\ \\ \\ \\��\ , . /\\/\\/\\/\\/\\Y\ SURVEYOR ESTABLISH LINE U OF ON GRADE PAYING OF PATIO TO THE NORTH of Attan to Beach man and zoning,# apadmw FOOTING,CAST w/ 1("� TUBE FORM w/4-"4 BARS VERT E 4-"4 BARS T4B "oni g, subVot}tie3ttamplZtdothfrith�pfi}it111 flO zonings atatZdivtsiton end rithBr Iboat tend DATE OF \ \ \ \ 4 P P R O V t:D '\\j/\\j/\\j/\//\//\//\//\\j` 2500 PSI CONC.MIN. ; deueEoPniers!n~�u}afiio�moi$dtr�s ttD1 nem ISSUE Cfi, J LANTiC BEACH \\ \\ \\ \\ \\ \\�\ approvalfor"aI3staanGe�pern�ti� Goerlptian� Bull DING OFFICE 5 tectth Ftorid I tett W109•Code ftd all Cltter applicable � �� fd8-12-04 FLOOR FLAN mu t, astateVe hint€fed 0nS porm}ttiag**ofAgnangc SEP � � �OG�ti ,, . . I I � mU>�t 1�v�rifi�bre� ofu� arAua►,rc � .,�,�s�ar�; sr� DxAwN BY: Beath Sulldio to 0*f n*•of SCALE: /a." = I'-0" c101re PP SE CT ION Q /p '��. By: DESIGN DEAD LOAD = 100 PSI= •� ; = A-1 1/211 _ SHEET NO. SCA11-011 °..� 04011 _: � .::� A- 1 dr— %j o cis �"Q I CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS aaar ALIC:A LRNL" RE# 169Si9 - ono OTHER INFORMATION Lor IR, TIFGquy 45y77j& 5cA Nt h' SHOW I NC- SURYE`r' OF LOT 12, TIFFANY BY THE 5EA, A5 RECORDED IN PLAT BOOK 461 FAC-7E5 94 AND c14A, OF THE CURRENT PUBLIC REGORD5 OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: P.B.D., ING. 20 .n. 0 20' 40' iso' GRAPHIG 5GALE IN FEET L O T 1 3 5GALE I" = 20' PON,OF RE.TRSE G.RVATURE R, I I nnvsrc�r eR I Q I N. 5104620" E. I. 243.64' FIPE L 1X2• IRON'---L-1-- , PIPE i_Frjarz �Rcn PIPE Tg. --1 Ba-? 2. rzw I '53.85 �8�96'2 46' P'P�=S 930'7 � Z .c.,•;SFCFu^�rz 5. OI°52'50" E COASTAL GON5TR11GTION SETBACK I- I P;o 0.90' ; LINE AS PER MAP BOOK "B", PG. 24 f d1 �I I I !� N C� rn' LOT 12 N Q I� , COASTAL C.ONSIRUCTiON CON ROL (VACANT) N �J q LINE (AS PER PLAT)I .arw PAPER ' (SEE NOTE NO.'S) EROSION C.O(v'1'faOL-'= In vc. I * LINE (SEE NOTE NO3) O V I --5. 08'3255° E. �,? o (AS PER PLAT) ! -{ • 4 v- I ✓ 51.65' e n `>F, t r V• I P ML 12 :ar✓, D O".-i 14'.85' V✓f Y 9 G.96 P,=E i.g3o�2 Eaao -3 12 O do I ! PAPE -B�%i2 U1 i, 5. 89046'20" W. 258.81 ' I L O T I I l i t PONT OF I I cuzvanne I jL1! 6END I GB. = CHORD BEARING SOUTHTEGH SURRVEYORS ING. I G.D. = GFiORD DISTANCE � GURVE NO. I P.G. = POINT OF CUH CURVATURE 6900 PHILLIP5 HIGHWAY SUITE MI G.B. N O6� '3 1 " /1 JAGK5ONVILLE, FLORIDA 32216 PHONE NO. (9O4) 2% - 6225 i G.D.= 35.86' 6EN�RAL NOTES I HEREBY GERTIFYTHA' TH 5 SURVEY, DELTA = 04`06'35" PERFORMED UNDER W PESFON5'BLE DIRECTION. MEET5 TFt t4i N!M M EGHNICAL STANDARDS ARC LENGTH s 35.8-T' FOR LAND 5(JR'/EYOR5 ,Il ACGORDANGE L'i"TN CHAPTER 6i vl r-b, FL. ADMINISTRATIVE COPE RADIUS = 500.00' I) ELEVATION5 SHOWN THU5 (10.00; ARE IN FEET AND REFER TO (PURSUANT TO SEGT,ON 4?2.02', FLORIDA TJTE5), A!J' FURTHER r-ERTIFY THAT THERE NATIONAL GEODETIC VERTICAL DATUM R4.GT/D) ARE NO ��151BLE EP�CR.OAGH^'BITS JPON -4E E - - ERTY _-X EPT AS 5HOPJN ON THIS SURLY. ` 2) PARCEL 'B' 15 A UTILITY EA5EMENT OVER ALL RIGHT-0F-{MAYS. 5iJR-TYEv f 3) THE COASTAL GONSTRllGTION CONTROL LINE AND THE EROSION GHARLE5 R. 5A55EfT JR. REG. LAND 5URVEYOR FLA. NO. 4591 CONTROL LINE 5HOHN HEREON ARE AS PER PLAT AND NOT SGUTHTEGH S:RVEYCR.S, INC— L. S. NO. 5613 1 FIELD VERIFIED .AS PER D.N.R. REWIREMENT5. I BEARING DAT'Ji4 BASED ON PLAT Boor-_4h,_PAGES 94 AtJD 94A FLOOD ZONE_2SAO VE A5 BEST A5GER7,�,ED FROM 7-4E F.OOD INSJRANGE RATE MAP, GOMNUNITY PANEL NU'^BF_P. t OOl7 =CJ0077?Q .- _ DATED_-- 04-1 7b4 _ FIELD BOOK NO.:-- -10_._ PAGE(5):__22 __ =EShL: IaP_ ORDE=R GOMPJTER FIi.E: P3,346P94-AGAG F!LE:�a40� YALE: I_=_2Q>_F'�_E ti0._ 57_54 f PWAOICNG MY DATE �=\Ni \ 8 52.02' 5 01 52' 44" E _ I ❑ �_ 1 I O O • �• /I•I • • C7 - 9 z- 90 — _ og r rz- 14 $0 ` J z I 0 INDEX OF DRALUING .� Ai SITE PLAN A2 FOUNDATION, GARAGE/BASEMENT PLAN 43 GROUND FLOOR, GROUND FLOOR FRA;-!!Nn PLAN r 44 SECOND FLOOR, SECOND FLOOR FRAMING PLAN 5 2 STORY RESIDENCE A5 FRONT f LEFT SIDE ELEVATIONS lu Q A6 REAR ! RIGHT SIDE ELEVATIONS U Q Q r FIT-1. �t.tz, �LEV. A7 ROOF PLAN E SECTIONS t Z UJ Q -- I EI GAR-/BASE"'IENT, GROUND 4 SECOND FLOOR w Irl 04 lo,ol ELECTRICAL PLANS Q L o u- • ren � _ 112 � 1 RI � 12 i ' 6•- 1'12'-�' 111� � � U lu g= o 1up 9 �eko SGTGH OF SURVEI' t S--E i • • 1 • �`� jll LEGAL DESCRIPTION: LOT 12 "TIFFANY 5Y THE SEA" N�pp1;� � pltWr t �1 A PART OF GOVERNMENT LOT 1, rRACTIONAL SECTION tls<Ig�waGov 18 3C.1.!; . ? r. 1 5, AND A PART OF LOT 1, DIVISION 3 OF THE ANDREW DEWEEp SOUTH,RANGE 2GRANT,S EAST, CITY OF ATLANTIC CTION 31, BOTH IN JB IAC!•+, DUVAL COUNTY, FLORIDA, LOT 12, PSK j � roe No. gk10 .>.- = LlarftT i°iu(L-T IN TQ 'Sir-e OFSTA.iR GHWT Z,o Pev1910Ns BY / DATE 1iu- _ - j T--}' 3 x 3� x 1' coNG PAD l+(,'1 v" PIER P�UOCL W/41►5's +y -u i EA JAY. \ YEftf ' •/Z5"V06JEL SAP # - _p IL v INN 111-�II I I�1-OII L T � I ^ l�-•m_ �, �• in If - - I I I I '•�� i A '�.� N I I I _ I I Oi I I - I � I :•� i— NOTE ALL SLA155 5NALL BE 4' N DEPTW . JSGO P51. REINFORCED II '• j W p ±� ZERO CLEARANCE ACTELACE i S W p I CONCRETE CN CLEATED , WMCT TFEATED . COMPACTED FILL I I -�i „ ( , q _ V : I -ttII 1 I AS CN05EN ISYEA ANE F;FM R 'V WLESS OTTERWSE TOTED. ( ]iDo P51 CON- IM••FORCREDX4-o�t.l�0 FS °.Jl III 'L-i { I — (i''KG�VtG� DIXfS itiE Gc'�_ 1 . I w bxb/10•jO WWM OR MAMPACTUFMR SPECIFrED BE Gp►.J C. 1 Yt/ h AJ Q I Lam- e ME tel. SPALL BE ACCEPTABLE/ - -IJiQi O.C. ytAY- - I ✓fir!' 3066 � ?.I.J"JIlO11 pttsz I I _D"G.T�t�LL• w CI)��iVEstr•//�� -�4.t. '�,_ `\ �Z �u i j 11 UE. GrttauY Fuw ^i •" I --- - JffiF FL 0 I r10 G I� -�g"cnu Lam.-- It ' II • • ::• •- 1 .� 1 i I I - 1;.1 . ;1 , • • s. • � � 8 I I �.I 'i�=.L 1 ,4 �S •. 1, � O "n IG" TIE. +�� N�" j I I tJ L 1:IaV L ✓4L i�= i "�=� ' 1- (1 W I f I I i i i" 51R a _ -R�p C�% •o.+. I I ?��C. - t�, " �� :• ..ti1 ;= -06C,.MCLL WLU ) 46"AG. IH _ i i i - PPxlA9T U W/11- L+ •/E: - —I I � I • • • u . , • • 01 „1 ?jyt,C•`' b.�� I�•L..i � 'r�:��'-. 1 ;c.:.:y'::i 4- 1 J Y Q ;Z: I jI I i I I UP II I 1 j I _ 4I'_0-_- I - 4-6.! i _#.1- 3y i �-4- I :7u SLI `II I I INOThi.:� �F� To r-: �oFL 7RL OSE`• �- �. �� I j � I I I I I I PihIC.:LF': I II i I 41 L io • t•= BIZ GHU-'/� : I I . � , I I j I I 1 j •, I . �- ! I, N i I 1 IZ� c+•IU' _ I 1 ' 4�- g', lZl L.N.I. I 11E D , t-... �-S� � L•T C�irlGf-'F:T� 51."q'I-t � 2. �• Y�'�' �� .•JS LrW w Ct)a'g I I 1 I 1 ' I I �oeNO. 941 f7 CARD. 4 2'-811 t2%�}7 1•'Ir.1. 181 011 13'-0" ! I SFlEt r� 0 3i _0 � ` - ----- -- - - i!4, : 1,-011 • � Gor�E. 1`+wE.T-, a/(Ij#5 YCf•�'f. (ZS"vavJEl� ��*r> . REvlei" BY / DATE 1 I, '/ — '1 - •, + ; ''rsEnoErc,' -r(t,E. or+ r -y,7 �`•� - -/-- f � '� y.r, •.it4Vi I[JOL.IyZau` P( IL" OV-8" GMU L� c�rv� �1 H?j !'JOPPE'J ON ='/)O f ( f� t'/ . 3 tlLJTT VLA1E kVVt"� . l2"AMY> I-IfG � - Y 1N5A1W� - VD6ff-� Ilt/411 l cwk4-'04 4NI" 7r+ 5/F1r EY7 3RK/E P Y l;' I �� r rrr r� r t.1IL• "Z°. '/+i" PI.ATC :.:IaS4451Lh . 1/ O.G. U�251 VOL f•l - 4• RE/f. CIOP'IC. GLAD Wr,,.,- �eYOND - _ OF•J PFiE Ert(�. 7RL'fi 2 2'O' i FLoo�t Nfi4TUR1b lry O.a ✓ _ .-:,. .,; .r"�: m • -�-� IDd IlAltrr9 k' A•uc. L BD[Es � lam°• YY 7'IEER MEOW REN —� / f i I '�- G•oG Fee I? ji J J1 -� — e" GHU /,y , • K RI „� ♦ _ .•P•° .�• � • •� • P • -J `,_{ 1 I I' r r'rUP vF.h O.G. 4 I j- �l I'Y r . I �•r O • I 1 I. �I,... r r l[ pt`�.oRAVE n -J 4Z� oerv-OPArIBLj/LLL'y1slsO��d (3) 45'5CONT. `•�. . ' \ ?rN•f/.r. , A - } V V5' :I CJ” 1 ] of Q'.�• Ot/.2 _z:: [ir.r�e<,4;.r n �lr> n- ' • ZK• RA_lG� V!•a A�'9 r 1 . ,.Ili nr Llf"I'.•I n 4-,r-- a •- me I� IW�IALL PLAaLT1Wbf'E`' ` _ SI•"•ref: r%I� cep � - I. � � � -��:.�1 rr ( 7 psY {1}. Irp• 7- ¢eIt4f. 4 t U wt•oau yT• I r .v;;r•,' rl 9 .3"d' 4ql AFiDVE -A.60. '. sfl i-!r,,':.> It .: •',` li URl� >�7 Ea►Rti Z' 004ALIN1G 4r - ruPPl71�i1Fk+ OMP 1.1°.LLf w/_ e + Q e•04:.iN "�Irm 121 uTE�8° 6mLa Ly11-*S :/' :, ,i•-. - .�� J - _ _ I •� r alu 1- 6 � qac r�NO. ° pKLEv Chu/' A • hp:JEC VPO. . l �ZFR. p [ Loi p HL1F"_fXlrXrFlFlfs_ 2W.k��i + - I Lz d\ !C - _ "F- G ^11V P!-+LY�IltE.L£.lE. • ' •iN"u,`'.en.Y*je, I.4/ "1F=�=^I PAS_ • I �1) _ - I 'y r AV EK aF P' 'aM 9t+, • r �'.. J fll _ a ' ,eJiAte �;ts�lt•'1:r-t>Fi.k; °. I-a15 W1J6L a B'I oG. ,•1�Z5�HIN. LJIP y . . � (:;�5c. i ' :1•`t E�. 0 "1101r. GOW-.-*LAO 1r��•II1P'�` P7 � 1, q n' 4' '• ° + �— �i III /'r•=- it Q t ' F. ° • ° — 1 /T�trli V^K'1• TNIdL81E17 T:t3E Lt-o. ) 1 ` I✓ t r. 4 .' [� Y RBw. 44N1:,rOOTNk> Qi -N " ' ' . ► 21.0"xl'•p�J.4/s-�z'. cuNT' SEGS" ION . . -(.Il•�; .,.,-.,.; (-.r. .r_'�( ,�+,-rr n�'l 21-0. T`(PIGAL WGrLL 1 IOI1 �� L c t C h'r.T� '• t� L rt IuA -TRW' -TFt4F— 5Wy E 6FZ Val!_ : Fr }1C.t-✓ Df' GL:.5� A�' Yo52lt�;i.0 To •11dG IN617); FAc.B � '�1{Et3 i�'T6dN— z _ I k a `�K'�� '[O I t-:9U r2� 9J F'r'IGILyhT �Jll••��t:.7R'li . z . YCtr ELEVATOR SPECIFICATIONS O.frFn.11�'+!7&JidC441REME" CAB : INTERIOR WOOD TORE 3/4 NATURAL WOOD GRAIN TO BE FINISHED [ The mv'nel:n •"', ibn m"T4 +1'h ,n FNrul torr .n:t lrcal Y3r +rRulvinm.+Vh"•PpIF to IM poi d a"ran.n Ihr require Wool M In,SI.M,rA TO CUSTOMER SPECS. WHITE FORMICA CEILING, UNFINISHED 1" FLOOR. p„nrn,�vr•,.,,"I,r,r..rl��yc...u..�«.6--o ' Prrnik O.f.I.Fmun,,1,u nwNe,M Mnn.r'¢rrl".:r.k, E GATE TS TO BE FOLDING TYPE OF MATCHING FINISH TO CAD. " GATE SWITCH TO ASSURE OPERATION ONLY WHEN GATE IS CLOSED. 1. tk,mtr.k lM dnrinR,, Uimrmvri.n.n er'rrmm+e n:n,n:r, Itrpm pE LIGATING IN CAB TO BE CEILING MOUNTED 110 VOLT. , d rq+ en In thc Annnra Mf-.tmrc,rdtrq ah th,wn4 O C SOLID MATCHING WOOD HANDRAIL IN CAB. e 4. IY,rr uwme,no•:iteu,nRurynry'SfnIPSP. If uu n.rvl:m,r'm¢rrM � / \ iI ( mmmry.naih MCNIe.>M nir,rrR Ml.ne prrceediry rilh tM axnl. � V �{ l� OPERATION CNARACTERISTTCS: TRAVEL SPEED SHALL BE JO FT PER MINUTE. s The emhe wA umkf,M.;min 5'v nn"me M,M hmmtae,d"."w W Q ..R,In,u M flemma o(.0" .l"'r r,telwvm,rma',ml nher rn`nnrc r I"1 r+rn V MOTOR TO BE A If H.P. 220 VOLT SINGLE PHASE SINGLE SPEED ,n nnmq nrmlranbr. W REVERSING TYPE[ CONSTANT HEMA RATED. DRAKE SHALL BE SPRINA no G �Z1 O APPLIED AND ELECTRICALLY RELEASED WHEN DRIVE MOTOR IS ENGAGED. 1? .M 24 +h' v my.uN .im NJ rk,n R.•nukr uml in M.ne k,en 0 Her'''o 4 helm ,ml rmnp.rt 1'F .an,'.nF rdkn In>5S M m,umom d.f GUIDE RAILS TO-BE ELEVATOR GRADE B LB. PER FOOT. ATTACHED arnth r mermtma n,•rrvd:Md r"`n•+I•mntrrtn„mt Iwsrhl ulsstl Vr,a, BY 3/8 STEEL BRACKETS. NYLON LUBRICATING GIBES GIVE A CONSTANT cvrntrnwa mulmmin lo'+h,•FLruk R.pwnN T"M t•t.,r,,,"r. P,md.n"III� WN ^ d) ♦- LUBE TO MACHINED T RAIL. LIFTING BY TWO 3/8 STEEL CABLES. ,rr•ankr l"e nalldi„e p:n wnnrng [ U- 7. Tr'n'k rntlm.ru loo"•M ronin 5'Q M Inc WiWmI fM mhmmer,n „1 V J OPERATION CONTROLS: EACH ENTRANCE TO LIGHTED CALL STATION, AND 'oink.. Pvrmc rcra+I.hk I.ml+Pnml 'urn mr,uee by • r<'x.f ^f^^r Irl,en `$ ul m 2 MOMENTARY AND COMPLETELY AUTOMATIC. (MM^a,nl ft",of 6.1 rr+npkt.r. LLI R Pnr.hk(4)[Hurn'phlvknnr;La nrh sV cW.e p"h nr hit-r.n,Mynd r L u CAR STATION TO HAVE ONE BUTTON FOR EACH FLOOR SERVED. of cme'nc'lacca n,nnl'rtl,l"n,..4-oo `n••^„•^d'•pr rl[d+l,M_ Sit STATION ALSO TO CONTAIN AN EMERGENCY STOP SWITCH, ALARM BELL, V An m 111 sW'! z01 !'", P51 M,rtnR c,Vo,,, •^ !R •'^,+ All 7 4 LIGHT SWITCH. A TELEPHONE AND EMERGENCY LIGHTING AS RF.OUIED rnnanc'l:.'n lr aadpmunl .nh As ,rr[dru.•n+ I'<L<"L41 BY ANSI 17.1 CODE PAR. 5089.1 . HLL1111 SLACK CABLE SAFETY DEVICE IS INSTANTANEOUS-TYPE, AND CUTS m An .rmhnr,nl nrn ,n^u rc W. l•nk,. nn.+mrn :rrri '"I `' ^'^` Y a —y Cil Yl[MI. Q 3 L U- t OFF POWER TO UNIT. 11. Shrtc.n ulr.na,,•"Q I".m Mu1J:rg., IN'Irr I'?. I.eel nu.^n Gm.n w^ 1— ,II,xlrrall',ivaf,nr+l nmp' 4me n+rvlr M rynmt rMealnl !1^Ilmne+II vrynl.l yXLRr WORK BY OTHERS: SUITABLE HOISTWAY CONSISTENT WITH BUILDING mnatc cAln. s'[urhhmnr+'",•n r�^!m ry"['" C CONSTRUCTION.HINGED HALL DOORS. 1°tn •+•^'a (V Z ELECTRICIAN TO FURNISH 220 VAC, 30 AMP AND 110 VAC,20 IL An rr.rnm M1nr,Jun aerie•um+rh nrr[I noon e.rrn . AMP CIRCUIT WITH WIRE TO BE LOCATED IN MACHINE. AREA) Ir. Pr,r,Ik 1?uph•n i11' n+INr.t.m+n Pool cr[,u•m¢m+LMlnn' o �l AH B" MINIMUM PIT RECESSED AT LOWEST LEVEL. ,mr•'.Ir.l"^'^"'° F- AN TELEPHONE CABLE LOCATED FROM MACHINE AREA TO OUTSIDE a All IumW1 to rmlrl•nF.m+vrr,^.rnur.r".Mu L'prr,.m1 urnrn O CENTRAL EXCHANGE ASREQUIRED BY ANSI 176.1 CODE. Ln pr:wrung n Q I< S.Ir,.m,rtnn ,n.n Lr "yrr,a.k +:Ilxrm ,v.venn. r ,na n DOOR INTERLOCKS: TO BE FURNISHED AT ALL HALL DOORS TO PREVENT rq+q.nr^'.,nr'".'^'••,It..I,nae+rv.I '.pone r.•n.rr+re:. uo ELEVATOR OPERATION UNLESS ALL DOORS ARE CLOSED, AND TO v. All IWI je Tlar.mnwrd rm.l cn,"A....l n+l nmr^rrrn+"r "` Up PREVENT OPENING OF A HALL DOOR WHEN CAR IS NOT AT THAT m+, All rt.,n m Iran'rnr Iil'Mu All h.rn,hl:.^n+nn r•^"•a.""'n rr"nr r`_ f. '(4),Mho 2 a LANDING. 11 h All.nrr prp,ap.nMn rrvlrmr.h+e Fare ..r.um Mulrn E GUARANTEE: ALL WORK AND MATERIAL IS GUARANTEED FOR A PERIOD le All 1„„,.,.,.M r4r r.,...'.,.h"rop”r.M h.d I:rr'nF '"*"" rd VRAM OF ONE YEAR FROM DATE OF INSTALLATION, OR DATE OF IN ..'md,.r' rkh Ib m.Nlan...... prrdrnrmn Rmd lr+w•bu "•ar.rRn'a SERVICE. rerlJifd hF.FLnuI+R'Ro4rr,d trMrwr.lF.ernrrr f+Lnrl,M•p Ar..r^„Inr.pprrn.l O - p"r to 4Mratrl IVY„ An Mnm[ ob mA hr 2.4 .1+d IumrR ..Wt. whrd L I, MMrrM• rmrrr'•M M,rMt P"^'•.bit M f•Ma vnd with l4'.M"I" I.T C ✓6FiFiD �hJ 1;1,.-f�VA"1[?R3 �i"( >�LZ��FJ��.1'� Ma�wfTi 4rrre pl+n,boor rrla'w.m,«n Wppca j..r".M rr+^en rrr"Me rrllru".nn.n V .�A.i. tptrk eM' Sup erG Inv p:nq M„roe pole.M:'!Y M...rtn:r4 a.d v 4''f a DA D:GK �AY�� - (p/-7T¢+CT / !l(' .M nrmeen x,rmrpl+.Im,eN..I 1.rr,.I.M prlrh AP:'ITI�1MR Of,•InO i'. »-�'rc.J �F.1-.,�:2�2B1.-Z(61!> Fll'le.e.m[r•1t�enLestutl,• � 971° -;fir t!•'� I✓ twr/�� P'q I A Iq I'r'an'liM •Nrr.+r.r^rffe+nt rl lrrtr•n nrnrn+n lnrvl R,r'"rrn uv, N� NGy &fp�b,4.1-(L ITR 31'701 -rbL' ��6CC-5k��it0 ,M nvr.m..rrl rrefhevt M lrrto.rr I,veWt[d M Thn n.•t5•tWf,Yf d rrrwr.,tar dr..Yrpf 1'n ant Il"rn'rm nl'hry F Joe NO. 94%G>AT IO d,,.rl. to W.. r.rry prop •d rr.ar..+x•n 11 Wow, .b” M r"f+I.' h n4hrI 555{222 NppkrR.aertwr•I.rWyn vrppknrnul dnrw"m.,eq.orA Im Ihw prrgr, GApD• 4x11+,retnrtrartrrh l�•M ph.. M err°r.rtrmr r,q,n L'rTk"mit prole'' An frith,M eq,rerrrnl rlrrlr>r'We M.erarA rah tnr wnr,1•nLtn SHM 11 P,Y+In.•r.revrray.'M war...F,rhe rrrtrrva M,n Iw rr,p•M.k,+ 1 , .��Y � /"�\ ' � I ✓rtlr,R mMr'•ti nrgwrw n.n•M r•pl+l.m rrraM'nm Hoar,M taw^,m w"^ C/r//G//n /`////l!�t�\�\ llP-1�7`h��JJ�JII 7 / OF `b SHWTS �c /o )O /G ;its j ■ VIS O RE I NS 1 08-30-04 A5 5UILT 2 12-01-04 VERIFY NORTH AND SOUTH VERIFY NORTH AND SOUTH CRO55ING POINTS WITH GRO551NG POINTS WITH SURVEYOR SURVEYOR PROPERTY LINE 5 813' 44' 34" W 239.03' I BRICK PAVED / n cooKwG AREA l�J. ATLANTIC BEACH 5' SIDE YARD SETBACK I EXISTING BRICK WALK n ' p V A Ix IS z0 �.cu Oo � � � wapq U z O W SYN HIETIC WOOD LINGS AND (SYSTEM.RAILINTO BE GS PROVIDED $HAL COMPLY � � THREE AN ORN 6222 GO L PL WITH FBG REQUIREMENTS 12 z -s ALL 51MP60N PRODUCTS SHALL BE - 5tAINLE55 STEEL WITH STAINLESS STEEL FASTENERS. - 71 ALL NAILS 5HAL.L BE 5TAINLE55 STEEL, u BOLTS,NUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED u F SIMPSON LU5210 HANGER w/ P,T.2x%0 SOLID SIMPSON LU6210 HANGER w/ 5Er w/'S0N SONRFB 'SE BOLTS 8-104 x 11/2 TO LEDGER 4 BLOCKING BETWEEN 8-10d x 11/2 TO LEDGER d SET w/SIMPSON "SET" EPDXY 4-10d TO J0I5T JOISTS 4-10d TO JOIST a 48" O.G. 14- 1/4" a a P.T.2x10 AS 5HOLLN ON FRAMING PLAN 7 \ \ \ \\ \\ G , / / /X//�//�//�/. r Fit2-1*.T.2,10 CONT., ATTACH SIMPSON He TIE w/ TO POST uu/2-PD.GALV. 5-10d x 111/2 At BEAM X1/2"� THRU 1BOLT5,TYPICAL AND JOIST /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ U r SIMPSON HS TIE w/ 2-51MPSON R!'B15x8 BOLTS—/ 5 -10d x 111/2 AT BEAM SET w/ SIMPSON "SET" EPDXY 48 AND JOIST O.C. -3.1 v-9 5/16 T.2x6 "X" BRACING //�\//\//\//\//\ P05t t0 POST EXITING REINFORCED CMU RETAINING WALL — /j�//\\�/j�/j�/\//\\xN. F'.t.6x6 POOST //% X/%�/%�/%�/%�/% Z � r1Ix X CIO 51MPSON A5U66 ON 5/e"Ox4" BOLT /// / /\/�/\\/�/\\///\� w EME3EDDED 4 INTO CONC w/ /\\/\\/\\/\\/\\/\\: u SIMPSON "SET" EPDXY ; a+ U W `CD via EXITING GRADE u EXISTING WOOD DECK W P \ \/\ (PROPERTY LINE — — N 89° 44' 34" E — — 243.98' � W SURVEYOR ESTABLISH LINE ` -_._ ... OF ON GRADE PAVING OF PATIO V E J TO THE NORTH \\\\\\ FOOTING,CAST w/ \ ° 1. TUB{E FOI�h1 w/d-"4 BARS - y 4-04 „�. DEC �1 7 2004 VERT s BARS Td5 �^y C ,� ISSUE 25040 PSI CONC.MIN. 08-12-04 DRAWN BY: � pAppROVEO SCALE: iia” = I'-0" CITY OF TIC BEACH �� ,. . .... 1 � CSN ��►�p�� o�:�� 6 ,SCALE! " 6ECT� 1= 1'-m" DE51GN DEAD LOAD = 100 PSF C 1 7 2004 '� SfIE?Ei`I'NO, i�2 04011 O REVISIONS IQ 08-30-04 VERIFY NORTH AND SOUTH VERIFY NORTH AND SOUTH CROSSING POINTS WITH CROSSING POINTS WITH SURVEYOR SURVEYOR PROPERTY LINT; 5 89' 44' 34-"—W 239.03' BRICK PAVED COOKING AREA ATLANTIC BEACH 5' SIDE YARD SETBACK LINE EXISTING (BRICK WALK A AL U A A ►-+ w o =r � maw Z ~ fix U oa � � W G� a pa (� " _8 I z zIL N 12" PALM z W DECKING AND RAILINGS TO BE "TRIER" SYNTHETIC WOOD SYSTEM.RAILINGS PROVIDED _ THREE STO�'Y s�UGGO SHALL COMPLY WITH FBG REQUIROMENT5 I ='`n~ RE5IDENGE No. 2221 ALL SIMPSON PRODUCTS $HALL BE L1 i STAINLESS STEEL WITH 5TAINLE66 STEEL FASTENERS. ALL NAILS SHALL BE STAINLESS STEEL, u BOLTS,NUTS AND WASHERS 5HALL BE HOT DIPPED Q GALVANIZED U F SIMPSON LUS210 HANGER w/ P.T.2x10 SOLID SIMPSON LUS210 HANGER w/ 8-I0d x 0/7 TO LEDGER S BLOCKING BETWEEN 8-I0d x 0/2 TO LEDGER s 4-IOd TO JOIST JOISTS 4-10d TO J015T N S'-41/2" O U � u N '1�I P.T.2x10 A,5 SHOWN ON FRAMING PLAN Uj d � O 2-P.T.2x10 CONT.,ATTACH 51MP50N HS TIE w/ \�\\�\\� `� , n TO POST w/2-H.D.GALV. 5-IOd x 11i AT BEAM // // '/24 THRU BOLTS,TYPICAL AND JOIST SIMPSON H8 TIE w/ 2-51MPSON RF505x$BOLTS �/\�/\\ u \ 5-106 x 11/2 AT BEAM SET w/SIMP5ON "SET" EPDXY / /%�/%� 4 P.T.2x6 KICKER A7 AND J015T 9 48" O.C. \//\//\//\ EACH POST \ \ \ T.2x6 "X" BRACING POST TO POST EXITING REINFORCED /%/%/%/% ATLANTIC BEACH 10' SIDE YA SETBACK LINE wx IL CMU RETAINING WALL — %\ P.T.6x6 P05T — \/�\/�\/�\/�\ L xxx/l 51MP50N A5U66 ON 5j8"'mx4" BOLT EMBEDDED 4" INTO GONC w/ \ \\ \\ \\ \\ SIMPSON "5ET" EPDXY CD co EXITING GRADE \/�\/�\/�\/�\/�\% Z �4 /\\/\\/\\/ EXISTING WOOD DECK — / _ ° \//\//\//\//\//\//\//\//\//\//i//\//`/i�/' \/\/\/\/\/\/ — — PROPERTY LINE N $9° 44' 34" E 243.98'— \\/\\/\\/\\/\\� x�\/\`/ //\//\//\//\//\i SURVEYOR ESTABLISH LINE OF ON GRADE PAVING OF PATIO TO THE NORTH ° FOOTING,CAST w/ 164 //�//�� TUBE FORM w/4-04 BARS ° T # 4-"4 BARS T4B j� \j/\//\//\//\//// 2500 P51 CONC.MIN. DA"I'E?OF VER \/\/\/\/\/\/\ \ ISSUE 06-12-04 DRAWN BY: ` HCxP N SCALE: i�4 = I'-0" `� °•p.'� '%F��'9 -I SCALE: ��z" 1'-m" DE51CxN DEAD LOAD - imm P5F f�:f= �• = d:"1 • +- SHEET NO. 04011 ao� 1 �1 (,Cif Gr G--�• �' ro a � C-P, S MAP SURVEY OF Y LOT 12, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE CURRENT PUBLIC RECORDS OF COUNTY, FLORIDA. A. L A O C E A N ! q T T I C �� . � .• .,• SCALE: 1" = 20' FILE CO3 3 I p i S 01'55'08" E 52.03' (FIELD) 2'1• 01'52'44" E 52.02' FOUND 1/2" IRON EROSION CONTROL UNE FOUND 1/2" IRO PIPE, LS 3672 PIPE, LB 3672 1.8• I i W DE X I J 1 � a .`�%.•,r 1 D"TWIN ;+* tK 1�, LIVE OAK43 p gyp- p. 6"LIVE � M o FLOOD LONE "VE" EL 21 1p• �j +gyp•OA ( OAK-� N O FLOOD ZONE "AO" (DEPTH 2) 00 ++gyp• :. tr 0 J 7"BAY - M 3 2 Z N \✓BAY TRIPLE OAK CRu6 �" N IX 12" PALM00 W -}- 00 L0T 13 NNri � 12.5 V) � LOT 11 C, 11J '� 6-BAY 'KIEL' PALM A+ C, 6'TWIN W O � ff'�''�� BAY BAY ' WOOD FENCE - CO OMA NG OLIAUP� 11'TWI OA �aQ 6ETWEEN COLUMNS n CONTRA LINE B d' � �C19 1 OM GN IA !1 COASTAL CONST r CC) 6 WOOD FENCE 9 00 WOOD �� Y — — " 1000.41' S 02'52'59" E 815.80'_S 03'48'4 951.78 Z Z Z DECK _' 48_54• S 04'20 2 E. _ _..,�— — --'�— iW20 21 COASTAL CONSTRUCTION CONTROL 72E AS N 01_48.53" W 881.86_ _ — RECORDED IN PLAT BOOK C. PAGES 72 – 72H \t BRICK( �. CQ" :D:' BRICK 'Z tsK �L?e 17.1• PCR MTF1 ''xMN CONCRETE TYYPICA� S 01'48'53" Em �96cai1�� 3.68' 6'ts coNCR pi o' - WOOD FENCE �. - ~tS O, - 6EIWEEN COLUMNS STfP �.-- 3$ 1 J FOUND DNR MONUMENT O> N0. 72-81-A17 d Zt- �► BRICK � THREE STORY �0 9 chi `CD o STUCCO o I�E z c h RESIDENCE No. 2,21 ~ rx FOUND DNR MONUMENT o ' j � m NO. 72-81-A16 NOTES: Go =3 b om CONCRETE COVERED.CONCR.TE ' THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY A/C PAD PORCH W h•8N•. WITH TREE LOCATION. j \ MASONRY SPACE 60.0 ALL 3.3' NO BUILDING RESTRICTION LINE AS PER PLAT. W _ BEARINGS BASED ON A LINE BETWEEN DNR MONUMENTS 1, 2s.o' o �/ FLOOD 20tKE x- (DEPJZ !, n '� f100D ZONA No: 72-81—A16 AND No. 72-81—A17 AS PER THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) FOR DUVAL 10'X17 3 -CONCRETE aWAU.STEPS COUNTY. FLORIDA AND RECORDED IN PLAT BOOK "C AR NSFORMER PAGES 72 THROUGH 72H.OP THE CURRENT PUBLIC EASEMENr� o RECORDS OF SAID COUNTY ON JULY 3, 1992. __-- CONCRETE 1 5 I D w Jit _ – 7.5 JEA FOUND 1/2" IRON EROSION CONTROL LINE IS THE EASTERLY BOUNDARY TRANSFORMER I °'- w --- -IRON- EASEMENT.. _ _ -moo PIPE.'LS 4707 FILE UP OF SURVEYED PROPERTY, AND WAS CALCULATED FROM PAD I __ --- � fOUND 1/2561 - 55+ THE STATE PLANE COORDINATES SYSTEM (EAST ZONE) __------i " PIPE. NO 0•3¢ 41" E' S2(PLAT) 1 OF SAID DNR MONUMENTS, AS PER TWE EROSION CONTROL 7.5' JEA I S 55 E 52.55 LINE FOR DUVAL COUNTY, FLORIDA, AS RECORDED IN PLAT EASEMENT I r,Nn�L ac S 0S'3�,08.3458 E 01ELD) BOOK 35, PAGES 59. 59A AND 59B OF SAID PUBLIC RECORDS'', -- - - SET ►� a 3s� s FOUND 1/2" IRON D15K. BENCHMARK USED: NORTH RIM OF SANITARY MANHOLE PIPE, NO CAP N 08'34'07" 'W (FIELD) AT THE CENTERLINE INTERSECTION OF ALICIA LANE AND N 08.3255" W 16.53 PLAT KIMBERLY COURT, ELEVATION=9.77 N.G.V.D. (1929). N 06'41'18" W 36.00' (FIEL I N 0$'34'41 " W N 06'29'37" W 35.86' ;PLAT) 16.53' CHO = THIS SURVEY WAS MADE FOR THE BENEFIT OF CHORD=N 06 31 .23 W� __ ._._._.__ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD DISTANCE=35.$6, KYLE AND KRISTI BRADY. ZONE X (AREA OUTSIDE 500—YEAR FLOOD PLAIN), FLOOD RADIUS=500.00' -� ZONE "AO" WITH A DEPTH OF 2 FEET AND FLOOD 'ZONE "VE" ARC=35.87' rc J DELTA-04 06 35 (WITH � ( H A BASE FLOOD ELEVATION OF 21 FEET) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE L A N I A MAP .COMMUNITY—PANEL NUMBER 120075 0001 D,'', REVISED: � � C Q (PAVED) s APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. l ` 40' RICHT OF WAY ( cj--� NOT VALID WITHOUT THE SIGNATURE AND THE j DOAV*. BOA-fik T, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." -- ----i- FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: !,,] FlLE: 04-0225 DRAWN BY: DAF I BOATWRIGHT LAND SURVEYORS, inc. i 5A0 ROBETS DRIVE JACKSONVILLE--- I BEACH, FLORIDA 241 -8550 DATE:FEBRUARY 26, 20o sHEET I o!F �c /o )O /G ;its j ■ REvlei" BY / DATE 1 I, '/ — '1 - •, + ; ''rsEnoErc,' -r(t,E. or+ r -y,7 �`•� - -/-- f � '� y.r, •.it4Vi I[JOL.IyZau` P( IL" OV-8" GMU L� c�rv� �1 H?j !'JOPPE'J ON ='/)O f ( f� t'/ . 3 tlLJTT VLA1E kVVt"� . l2"AMY> I-IfG � - Y 1N5A1W� - VD6ff-� Ilt/411 l cwk4-'04 4NI" 7r+ 5/F1r EY7 3RK/E P Y l;' I �� r rrr r� r t.1IL• "Z°. '/+i" PI.ATC :.:IaS4451Lh . 1/ O.G. U�251 VOL f•l - 4• RE/f. CIOP'IC. GLAD Wr,,.,- �eYOND - _ OF•J PFiE Ert(�. 7RL'fi 2 2'O' i FLoo�t Nfi4TUR1b lry O.a ✓ _ .-:,. .,; .r"�: m • -�-� IDd IlAltrr9 k' A•uc. L BD[Es � lam°• YY 7'IEER MEOW REN —� / f i I '�- G•oG Fee I? ji J J1 -� — e" GHU /,y , • K RI „� ♦ _ .•P•° .�• � • •� • P • -J `,_{ 1 I I' r r'rUP vF.h O.G. 4 I j- �l I'Y r . I �•r O • I 1 I. �I,... r r l[ pt`�.oRAVE n -J 4Z� oerv-OPArIBLj/LLL'y1slsO��d (3) 45'5CONT. `•�. . ' \ ?rN•f/.r. , A - } V V5' :I CJ” 1 ] of Q'.�• Ot/.2 _z:: [ir.r�e<,4;.r n �lr> n- ' • ZK• RA_lG� V!•a A�'9 r 1 . ,.Ili nr Llf"I'.•I n 4-,r-- a •- me I� IW�IALL PLAaLT1Wbf'E`' ` _ SI•"•ref: r%I� cep � - I. � � � -��:.�1 rr ( 7 psY {1}. Irp• 7- ¢eIt4f. 4 t U wt•oau yT• I r .v;;r•,' rl 9 .3"d' 4ql AFiDVE -A.60. '. sfl i-!r,,':.> It .: •',` li URl� >�7 Ea►Rti Z' 004ALIN1G 4r - ruPPl71�i1Fk+ OMP 1.1°.LLf w/_ e + Q e•04:.iN "�Irm 121 uTE�8° 6mLa Ly11-*S :/' :, ,i•-. - .�� J - _ _ I •� r alu 1- 6 � qac r�NO. ° pKLEv Chu/' A • hp:JEC VPO. . l �ZFR. p [ Loi p HL1F"_fXlrXrFlFlfs_ 2W.k��i + - I Lz d\ !C - _ "F- G ^11V P!-+LY�IltE.L£.lE. • ' •iN"u,`'.en.Y*je, I.4/ "1F=�=^I PAS_ • I �1) _ - I 'y r AV EK aF P' 'aM 9t+, • r �'.. J fll _ a ' ,eJiAte �;ts�lt•'1:r-t>Fi.k; °. I-a15 W1J6L a B'I oG. ,•1�Z5�HIN. LJIP y . . � (:;�5c. i ' :1•`t E�. 0 "1101r. GOW-.-*LAO 1r��•II1P'�` P7 � 1, q n' 4' '• ° + �— �i III /'r•=- it Q t ' F. ° • ° — 1 /T�trli V^K'1• TNIdL81E17 T:t3E Lt-o. ) 1 ` I✓ t r. 4 .' [� Y RBw. 44N1:,rOOTNk> Qi -N " ' ' . ► 21.0"xl'•p�J.4/s-�z'. cuNT' SEGS" ION . . -(.Il•�; .,.,-.,.; (-.r. .r_'�( ,�+,-rr n�'l 21-0. T`(PIGAL WGrLL 1 IOI1 �� L c t C h'r.T� '• t� L rt IuA -TRW' -TFt4F— 5Wy E 6FZ Val!_ : Fr }1C.t-✓ Df' GL:.5� A�' Yo52lt�;i.0 To •11dG IN617); FAc.B � '�1{Et3 i�'T6dN— z _ I k a `�K'�� '[O I t-:9U r2� 9J F'r'IGILyhT �Jll••��t:.7R'li . z . YCtr ELEVATOR SPECIFICATIONS O.frFn.11�'+!7&JidC441REME" CAB : INTERIOR WOOD TORE 3/4 NATURAL WOOD GRAIN TO BE FINISHED [ The mv'nel:n •"', ibn m"T4 +1'h ,n FNrul torr .n:t lrcal Y3r +rRulvinm.+Vh"•PpIF to IM poi d a"ran.n Ihr require Wool M In,SI.M,rA TO CUSTOMER SPECS. WHITE FORMICA CEILING, UNFINISHED 1" FLOOR. p„nrn,�vr•,.,,"I,r,r..rl��yc...u..�«.6--o ' Prrnik O.f.I.Fmun,,1,u nwNe,M Mnn.r'¢rrl".:r.k, E GATE TS TO BE FOLDING TYPE OF MATCHING FINISH TO CAD. " GATE SWITCH TO ASSURE OPERATION ONLY WHEN GATE IS CLOSED. 1. tk,mtr.k lM dnrinR,, Uimrmvri.n.n er'rrmm+e n:n,n:r, Itrpm pE LIGATING IN CAB TO BE CEILING MOUNTED 110 VOLT. , d rq+ en In thc Annnra Mf-.tmrc,rdtrq ah th,wn4 O C SOLID MATCHING WOOD HANDRAIL IN CAB. e 4. IY,rr uwme,no•:iteu,nRurynry'SfnIPSP. If uu n.rvl:m,r'm¢rrM � / \ iI ( mmmry.naih MCNIe.>M nir,rrR Ml.ne prrceediry rilh tM axnl. � V �{ l� OPERATION CNARACTERISTTCS: TRAVEL SPEED SHALL BE JO FT PER MINUTE. s The emhe wA umkf,M.;min 5'v nn"me M,M hmmtae,d"."w W Q ..R,In,u M flemma o(.0" .l"'r r,telwvm,rma',ml nher rn`nnrc r I"1 r+rn V MOTOR TO BE A If H.P. 220 VOLT SINGLE PHASE SINGLE SPEED ,n nnmq nrmlranbr. W REVERSING TYPE[ CONSTANT HEMA RATED. DRAKE SHALL BE SPRINA no G �Z1 O APPLIED AND ELECTRICALLY RELEASED WHEN DRIVE MOTOR IS ENGAGED. 1? .M 24 +h' v my.uN .im NJ rk,n R.•nukr uml in M.ne k,en 0 Her'''o 4 helm ,ml rmnp.rt 1'F .an,'.nF rdkn In>5S M m,umom d.f GUIDE RAILS TO-BE ELEVATOR GRADE B LB. PER FOOT. ATTACHED arnth r mermtma n,•rrvd:Md r"`n•+I•mntrrtn„mt Iwsrhl ulsstl Vr,a, BY 3/8 STEEL BRACKETS. NYLON LUBRICATING GIBES GIVE A CONSTANT cvrntrnwa mulmmin lo'+h,•FLruk R.pwnN T"M t•t.,r,,,"r. P,md.n"III� WN ^ d) ♦- LUBE TO MACHINED T RAIL. LIFTING BY TWO 3/8 STEEL CABLES. ,rr•ankr l"e nalldi„e p:n wnnrng [ U- 7. Tr'n'k rntlm.ru loo"•M ronin 5'Q M Inc WiWmI fM mhmmer,n „1 V J OPERATION CONTROLS: EACH ENTRANCE TO LIGHTED CALL STATION, AND 'oink.. Pvrmc rcra+I.hk I.ml+Pnml 'urn mr,uee by • r<'x.f ^f^^r Irl,en `$ ul m 2 MOMENTARY AND COMPLETELY AUTOMATIC. (MM^a,nl ft",of 6.1 rr+npkt.r. LLI R Pnr.hk(4)[Hurn'phlvknnr;La nrh sV cW.e p"h nr hit-r.n,Mynd r L u CAR STATION TO HAVE ONE BUTTON FOR EACH FLOOR SERVED. of cme'nc'lacca n,nnl'rtl,l"n,..4-oo `n••^„•^d'•pr rl[d+l,M_ Sit STATION ALSO TO CONTAIN AN EMERGENCY STOP SWITCH, ALARM BELL, V An m 111 sW'! z01 !'", P51 M,rtnR c,Vo,,, •^ !R •'^,+ All 7 4 LIGHT SWITCH. A TELEPHONE AND EMERGENCY LIGHTING AS RF.OUIED rnnanc'l:.'n lr aadpmunl .nh As ,rr[dru.•n+ I'<L<"L41 BY ANSI 17.1 CODE PAR. 5089.1 . HLL1111 SLACK CABLE SAFETY DEVICE IS INSTANTANEOUS-TYPE, AND CUTS m An .rmhnr,nl nrn ,n^u rc W. l•nk,. nn.+mrn :rrri '"I `' ^'^` Y a —y Cil Yl[MI. Q 3 L U- t OFF POWER TO UNIT. 11. Shrtc.n ulr.na,,•"Q I".m Mu1J:rg., IN'Irr I'?. I.eel nu.^n Gm.n w^ 1— ,II,xlrrall',ivaf,nr+l nmp' 4me n+rvlr M rynmt rMealnl !1^Ilmne+II vrynl.l yXLRr WORK BY OTHERS: SUITABLE HOISTWAY CONSISTENT WITH BUILDING mnatc cAln. s'[urhhmnr+'",•n r�^!m ry"['" C CONSTRUCTION.HINGED HALL DOORS. 1°tn •+•^'a (V Z ELECTRICIAN TO FURNISH 220 VAC, 30 AMP AND 110 VAC,20 IL An rr.rnm M1nr,Jun aerie•um+rh nrr[I noon e.rrn . AMP CIRCUIT WITH WIRE TO BE LOCATED IN MACHINE. AREA) Ir. Pr,r,Ik 1?uph•n i11' n+INr.t.m+n Pool cr[,u•m¢m+LMlnn' o �l AH B" MINIMUM PIT RECESSED AT LOWEST LEVEL. ,mr•'.Ir.l"^'^"'° F- AN TELEPHONE CABLE LOCATED FROM MACHINE AREA TO OUTSIDE a All IumW1 to rmlrl•nF.m+vrr,^.rnur.r".Mu L'prr,.m1 urnrn O CENTRAL EXCHANGE ASREQUIRED BY ANSI 176.1 CODE. Ln pr:wrung n Q I< S.Ir,.m,rtnn ,n.n Lr "yrr,a.k +:Ilxrm ,v.venn. r ,na n DOOR INTERLOCKS: TO BE FURNISHED AT ALL HALL DOORS TO PREVENT rq+q.nr^'.,nr'".'^'••,It..I,nae+rv.I '.pone r.•n.rr+re:. uo ELEVATOR OPERATION UNLESS ALL DOORS ARE CLOSED, AND TO v. All IWI je Tlar.mnwrd rm.l cn,"A....l n+l nmr^rrrn+"r "` Up PREVENT OPENING OF A HALL DOOR WHEN CAR IS NOT AT THAT m+, All rt.,n m Iran'rnr Iil'Mu All h.rn,hl:.^n+nn r•^"•a.""'n rr"nr r`_ f. '(4),Mho 2 a LANDING. 11 h All.nrr prp,ap.nMn rrvlrmr.h+e Fare ..r.um Mulrn E GUARANTEE: ALL WORK AND MATERIAL IS GUARANTEED FOR A PERIOD le All 1„„,.,.,.M r4r r.,...'.,.h"rop”r.M h.d I:rr'nF '"*"" rd VRAM OF ONE YEAR FROM DATE OF INSTALLATION, OR DATE OF IN ..'md,.r' rkh Ib m.Nlan...... prrdrnrmn Rmd lr+w•bu "•ar.rRn'a SERVICE. rerlJifd hF.FLnuI+R'Ro4rr,d trMrwr.lF.ernrrr f+Lnrl,M•p Ar..r^„Inr.pprrn.l O - p"r to 4Mratrl IVY„ An Mnm[ ob mA hr 2.4 .1+d IumrR ..Wt. whrd L I, MMrrM• rmrrr'•M M,rMt P"^'•.bit M f•Ma vnd with l4'.M"I" I.T C ✓6FiFiD �hJ 1;1,.-f�VA"1[?R3 �i"( >�LZ��FJ��.1'� Ma�wfTi 4rrre pl+n,boor rrla'w.m,«n Wppca j..r".M rr+^en rrr"Me rrllru".nn.n V .�A.i. tptrk eM' Sup erG Inv p:nq M„roe pole.M:'!Y M...rtn:r4 a.d v 4''f a DA D:GK �AY�� - (p/-7T¢+CT / !l(' .M nrmeen x,rmrpl+.Im,eN..I 1.rr,.I.M prlrh AP:'ITI�1MR Of,•InO i'. »-�'rc.J �F.1-.,�:2�2B1.-Z(61!> Fll'le.e.m[r•1t�enLestutl,• � 971° -;fir t!•'� I✓ twr/�� P'q I A Iq I'r'an'liM •Nrr.+r.r^rffe+nt rl lrrtr•n nrnrn+n lnrvl R,r'"rrn uv, N� NGy &fp�b,4.1-(L ITR 31'701 -rbL' ��6CC-5k��it0 ,M nvr.m..rrl rrefhevt M lrrto.rr I,veWt[d M Thn n.•t5•tWf,Yf d rrrwr.,tar dr..Yrpf 1'n ant Il"rn'rm nl'hry F Joe NO. 94%G>AT IO d,,.rl. to W.. r.rry prop •d rr.ar..+x•n 11 Wow, .b” M r"f+I.' h n4hrI 555{222 NppkrR.aertwr•I.rWyn vrppknrnul dnrw"m.,eq.orA Im Ihw prrgr, GApD• 4x11+,retnrtrartrrh l�•M ph.. M err°r.rtrmr r,q,n L'rTk"mit prole'' An frith,M eq,rerrrnl rlrrlr>r'We M.erarA rah tnr wnr,1•nLtn SHM 11 P,Y+In.•r.revrray.'M war...F,rhe rrrtrrva M,n Iw rr,p•M.k,+ 1 , .��Y � /"�\ ' � I ✓rtlr,R mMr'•ti nrgwrw n.n•M r•pl+l.m rrraM'nm Hoar,M taw^,m w"^ C/r//G//n /`////l!�t�\�\ llP-1�7`h��JJ�JII 7 / OF `b SHWTS Pev1910Ns BY / DATE 1iu- _ - j T--}' 3 x 3� x 1' coNG PAD l+(,'1 v" PIER P�UOCL W/41►5's +y -u i EA JAY. \ YEftf ' •/Z5"V06JEL SAP # - _p IL v INN 111-�II I I�1-OII L T � I ^ l�-•m_ �, �• in If - - I I I I '•�� i A '�.� N I I I _ I I Oi I I - I � I :•� i— NOTE ALL SLA155 5NALL BE 4' N DEPTW . JSGO P51. REINFORCED II '• j W p ±� ZERO CLEARANCE ACTELACE i S W p I CONCRETE CN CLEATED , WMCT TFEATED . COMPACTED FILL I I -�i „ ( , q _ V : I -ttII 1 I AS CN05EN ISYEA ANE F;FM R 'V WLESS OTTERWSE TOTED. ( ]iDo P51 CON- IM••FORCREDX4-o�t.l�0 FS °.Jl III 'L-i { I — (i''KG�VtG� DIXfS itiE Gc'�_ 1 . I w bxb/10•jO WWM OR MAMPACTUFMR SPECIFrED BE Gp►.J C. 1 Yt/ h AJ Q I Lam- e ME tel. SPALL BE ACCEPTABLE/ - -IJiQi O.C. ytAY- - I ✓fir!' 3066 � ?.I.J"JIlO11 pttsz I I _D"G.T�t�LL• w CI)��iVEstr•//�� -�4.t. '�,_ `\ �Z �u i j 11 UE. GrttauY Fuw ^i •" I --- - JffiF FL 0 I r10 G I� -�g"cnu Lam.-- It ' II • • ::• •- 1 .� 1 i I I - 1;.1 . ;1 , • • s. • � � 8 I I �.I 'i�=.L 1 ,4 �S •. 1, � O "n IG" TIE. +�� N�" j I I tJ L 1:IaV L ✓4L i�= i "�=� ' 1- (1 W I f I I i i i" 51R a _ -R�p C�% •o.+. I I ?��C. - t�, " �� :• ..ti1 ;= -06C,.MCLL WLU ) 46"AG. IH _ i i i - PPxlA9T U W/11- L+ •/E: - —I I � I • • • u . , • • 01 „1 ?jyt,C•`' b.�� I�•L..i � 'r�:��'-. 1 ;c.:.:y'::i 4- 1 J Y Q ;Z: I jI I i I I UP II I 1 j I _ 4I'_0-_- I - 4-6.! i _#.1- 3y i �-4- I :7u SLI `II I I INOThi.:� �F� To r-: �oFL 7RL OSE`• �- �. �� I j � I I I I I I PihIC.:LF': I II i I 41 L io • t•= BIZ GHU-'/� : I I . � , I I j I I 1 j •, I . �- ! I, N i I 1 IZ� c+•IU' _ I 1 ' 4�- g', lZl L.N.I. I 11E D , t-... �-S� � L•T C�irlGf-'F:T� 51."q'I-t � 2. �• Y�'�' �� .•JS LrW w Ct)a'g I I 1 I 1 ' I I �oeNO. 941 f7 CARD. 4 2'-811 t2%�}7 1•'Ir.1. 181 011 13'-0" ! I SFlEt r� 0 3i _0 � ` - ----- -- - - i!4, : 1,-011 • � Gor�E. 1`+wE.T-, a/(Ij#5 YCf•�'f. (ZS"vavJEl� ��*r> . f PWAOICNG MY DATE �=\Ni \ 8 52.02' 5 01 52' 44" E _ I ❑ �_ 1 I O O • �• /I•I • • C7 - 9 z- 90 — _ og r rz- 14 $0 ` J z I 0 INDEX OF DRALUING .� Ai SITE PLAN A2 FOUNDATION, GARAGE/BASEMENT PLAN 43 GROUND FLOOR, GROUND FLOOR FRA;-!!Nn PLAN r 44 SECOND FLOOR, SECOND FLOOR FRAMING PLAN 5 2 STORY RESIDENCE A5 FRONT f LEFT SIDE ELEVATIONS lu Q A6 REAR ! RIGHT SIDE ELEVATIONS U Q Q r FIT-1. �t.tz, �LEV. A7 ROOF PLAN E SECTIONS t Z UJ Q -- I EI GAR-/BASE"'IENT, GROUND 4 SECOND FLOOR w Irl 04 lo,ol ELECTRICAL PLANS Q L o u- • ren � _ 112 � 1 RI � 12 i ' 6•- 1'12'-�' 111� � � U lu g= o 1up 9 �eko SGTGH OF SURVEI' t S--E i • • 1 • �`� jll LEGAL DESCRIPTION: LOT 12 "TIFFANY 5Y THE SEA" N�pp1;� � pltWr t �1 A PART OF GOVERNMENT LOT 1, rRACTIONAL SECTION tls<Ig�waGov 18 3C.1.!; . ? r. 1 5, AND A PART OF LOT 1, DIVISION 3 OF THE ANDREW DEWEEp SOUTH,RANGE 2GRANT,S EAST, CITY OF ATLANTIC CTION 31, BOTH IN JB IAC!•+, DUVAL COUNTY, FLORIDA, LOT 12, PSK j � roe No. gk10 .>.- = LlarftT i°iu(L-T IN TQ 'Sir-e OFSTA.iR GHWT Z,o Nt h' SHOW I NC- SURYE`r' OF LOT 12, TIFFANY BY THE 5EA, A5 RECORDED IN PLAT BOOK 461 FAC-7E5 94 AND c14A, OF THE CURRENT PUBLIC REGORD5 OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: P.B.D., ING. 20 .n. 0 20' 40' iso' GRAPHIG 5GALE IN FEET L O T 1 3 5GALE I" = 20' PON,OF RE.TRSE G.RVATURE R, I I nnvsrc�r eR I Q I N. 5104620" E. I. 243.64' FIPE L 1X2• IRON'---L-1-- , PIPE i_Frjarz �Rcn PIPE Tg. --1 Ba-? 2. rzw I '53.85 �8�96'2 46' P'P�=S 930'7 � Z .c.,•;SFCFu^�rz 5. OI°52'50" E COASTAL GON5TR11GTION SETBACK I- I P;o 0.90' ; LINE AS PER MAP BOOK "B", PG. 24 f d1 �I I I !� N C� rn' LOT 12 N Q I� , COASTAL C.ONSIRUCTiON CON ROL (VACANT) N �J q LINE (AS PER PLAT)I .arw PAPER ' (SEE NOTE NO.'S) EROSION C.O(v'1'faOL-'= In vc. I * LINE (SEE NOTE NO3) O V I --5. 08'3255° E. �,? o (AS PER PLAT) ! -{ • 4 v- I ✓ 51.65' e n `>F, t r V• I P ML 12 :ar✓, D O".-i 14'.85' V✓f Y 9 G.96 P,=E i.g3o�2 Eaao -3 12 O do I ! PAPE -B�%i2 U1 i, 5. 89046'20" W. 258.81 ' I L O T I I l i t PONT OF I I cuzvanne I jL1! 6END I GB. = CHORD BEARING SOUTHTEGH SURRVEYORS ING. I G.D. = GFiORD DISTANCE � GURVE NO. I P.G. = POINT OF CUH CURVATURE 6900 PHILLIP5 HIGHWAY SUITE MI G.B. N O6� '3 1 " /1 JAGK5ONVILLE, FLORIDA 32216 PHONE NO. (9O4) 2% - 6225 i G.D.= 35.86' 6EN�RAL NOTES I HEREBY GERTIFYTHA' TH 5 SURVEY, DELTA = 04`06'35" PERFORMED UNDER W PESFON5'BLE DIRECTION. MEET5 TFt t4i N!M M EGHNICAL STANDARDS ARC LENGTH s 35.8-T' FOR LAND 5(JR'/EYOR5 ,Il ACGORDANGE L'i"TN CHAPTER 6i vl r-b, FL. ADMINISTRATIVE COPE RADIUS = 500.00' I) ELEVATION5 SHOWN THU5 (10.00; ARE IN FEET AND REFER TO (PURSUANT TO SEGT,ON 4?2.02', FLORIDA TJTE5), A!J' FURTHER r-ERTIFY THAT THERE NATIONAL GEODETIC VERTICAL DATUM R4.GT/D) ARE NO ��151BLE EP�CR.OAGH^'BITS JPON -4E E - - ERTY _-X EPT AS 5HOPJN ON THIS SURLY. ` 2) PARCEL 'B' 15 A UTILITY EA5EMENT OVER ALL RIGHT-0F-{MAYS. 5iJR-TYEv f 3) THE COASTAL GONSTRllGTION CONTROL LINE AND THE EROSION GHARLE5 R. 5A55EfT JR. REG. LAND 5URVEYOR FLA. NO. 4591 CONTROL LINE 5HOHN HEREON ARE AS PER PLAT AND NOT SGUTHTEGH S:RVEYCR.S, INC— L. S. NO. 5613 1 FIELD VERIFIED .AS PER D.N.R. REWIREMENT5. I BEARING DAT'Ji4 BASED ON PLAT Boor-_4h,_PAGES 94 AtJD 94A FLOOD ZONE_2SAO VE A5 BEST A5GER7,�,ED FROM 7-4E F.OOD INSJRANGE RATE MAP, GOMNUNITY PANEL NU'^BF_P. t OOl7 =CJ0077?Q .- _ DATED_-- 04-1 7b4 _ FIELD BOOK NO.:-- -10_._ PAGE(5):__22 __ =EShL: IaP_ ORDE=R GOMPJTER FIi.E: P3,346P94-AGAG F!LE:�a40� YALE: I_=_2Q>_F'�_E ti0._ 57_54 CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS aaar ALIC:A LRNL" RE# 169Si9 - ono OTHER INFORMATION Lor IR, TIFGquy 45y77j& 5cA