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2221 Alicia Lane I 1 REVISIONS FILE C VERIFY NORTH AND SOUTH VERIFY NORTH AND SOUTH CROSSING POINTS WITH CROSSING POINTS WITH SURVEYOR SURVEYOR PROPERTY LINE _ _ _ _5 VY 441' 34"_W 239.03' _ I BRICK PAVED COOKING AREA ' ATLANTIC BEACH 5' SIDE YARD SETBACK LINE 4'-0 1/16" EXISTING BRICK WALK ^ U � � A x ►-� w o z a - - - - [-+ V1aw U Ooh u < � w w A � � Z ZNz 12" PALM - Ix TNRE� gTOR'f STUCCO DECKING AND RAILINGS TO BETREX �j SYNTHETIC WOOD SYSTEM.RAILINGS PROVIDED =4 0!= R�gIp�NGE No. 2221 SHALL COMPLY WITH FBC REQUIREMENTS ALL SIMPSON PRODUCTS SHALL BE u w STAINLESS STEEL WITH STAINLESS STEEL & _ FASTENERS. r ALL NAILS SHALL BE STAINLESS STEEL, 1 _ BOLTS,NUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED r Ys SIMPSON LUS210 HANGER w/ P.T.2x10 SOLID SIMPSON LU5210 HANGER w/ i 8-10d x 1V2 TO LEDGER BLbCKING BETWEEN 8-10d x 1�/2 TO LEDGER E , x 8'-4 I/2" 1` 4-10d TO JOIST JOISTS 4-10d t0 JOIST I P.T.2x10 AS SHOWN ON FRAMING PLAN ' r �- �,� FILE COPY 2-P.T.2xI0 CONT.,ATTACH SIMPSON H8 TIE w/ \7/77 1 r TO P06T w/2-H.D.GALV. 5-10d x 11/2 At BEAM \ A/SAA//� /✓'1/2"0 THRU BOLTS,TYPICAL AND JOIST 2-SIMPSON RF5"5x8 BOLTS 1. SIMPSON Hb TIE w/ SET w/SIMPSON "SET" EPDXY 1 5-10d x 11/2 AT BEAM P.T.2x6 KICKER AT £; AND JOIST EACH POST 48 O.C. APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE c T.2xb "X" BRACING TO POST ,% EXITING REINFORCED \\//\\//\\//� io ' SEP 14 2004 CMU RETAINING WALL O By: P.T.6x6 P057 l� 0/v0/1 x ddd SIMPSON A5U66 ON tka mx4 BOLT EMBEDDED 4" INTO CONC w/ a i; I; E { SIMPSON "5ET" EPDXY EXITING GRADE \/\/\/\/\/ \ \ \ \ \ EXISTING t� W �; 1 / / ��/VA/VA�VA/VA/VA's I; \ \ \ \ \ WOOD DECK F / / /\/ P \ \ \ \ \ \ \ \ \ \ \ \ \/ ` /\ \ \ \ \ — - - PROPERTY LINE - - - - - - - - W \ \ \ \ \ \ \ \ \ \ \ �\ / // // // // // - - ---- - - N 89 44' 34" E 243.98 / / // // // // // // // // \\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\ A/V/V/V/V A VA VA VA VA VA VA VA VA VA VA��A. // // // // // //� SURVEYOR ESTABLISH LINE \ \ \\ \ \ \ \ \ \ \/ //�/� ' j\\\/\\j\\j\\j\\\i`` /\ \\ \\/\\\ \ \ \ �\// / OF TH GRADE PAVING OF PATIO 1 \\//\\//\\//\\//\\/ \//\\//\\//\\// Xi TO 70 THE NORTH FOOTING,CAST w/ / /��� TUBE FORM w/4-04 BARS*"oDATE OF ISSUE /�/ /jam/j VERT t 4-04 BARS T45 \<'/<K7/\//\ \//\ \\j` 2500 PSI CONC.MIN. 08-12-(d FLOOR FLAN � DRAWN BY: 5" _ HCxP ( _ �E CT I ON DESIGN DEAD LOAD = 100 PSF _ SHEETNO. m4011 SCALE: ,,z" = 11_0" �' � 1 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$dtr�s ttD1 nem ISSUE Cfi, J LANTiC BEACH \\ \\ \\ \\ \\ \\�\ approvalfor"aI3staanGe�pern�ti� Goerlptian� Bull DING OFFICE 5 tectth Ftorid I tett W109•Code ftd all Cltter applicable � �� � � fd8-12-04 FLOOR FLAN mu t, astateVe hint€fed 0nS porm}ttiag**ofAgnangc SEP � � �OG�ti ,, . . I I � mU>�t 1�v�rifi�bre� ofu� arAua►,rc � .,�,�s�ar�; sr� DxAwN BY: Beath Sulldio to 0*f n*•of SCALE: /a." = I'-0" c101re PP SE CT ION Q /p '��. By: DESIGN DEAD LOAD = 100 PSI= •� ; = A-1 1/211 _ SHEET NO. SCA11-011 °..� 04011 _: � .::� A- 1 dr— %j o cis �"Q I ro a � C-P, S MAP SURVEY OF Y LOT 12, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE CURRENT PUBLIC RECORDS OF COUNTY, FLORIDA. A. L A O C E A N ! q T T I C �� . � .• .,• SCALE: 1" = 20' FILE CO3 3 I p i S 01'55'08" E 52.03' (FIELD) 2'1• 01'52'44" E 52.02' FOUND 1/2" IRON EROSION CONTROL UNE FOUND 1/2" IRO PIPE, LS 3672 PIPE, LB 3672 1.8• I i W DE X I J 1 � a .`�%.•,r 1 D"TWIN ;+* tK 1�, LIVE OAK43 p gyp- p. 6"LIVE � M o FLOOD LONE "VE" EL 21 1p• �j +gyp•OA ( OAK-� N O FLOOD ZONE "AO" (DEPTH 2) 00 ++gyp• :. tr 0 J 7"BAY - M 3 2 Z N \✓BAY TRIPLE OAK CRu6 �" N IX 12" PALM00 W -}- 00 L0T 13 NNri � 12.5 V) � LOT 11 C, 11J '� 6-BAY 'KIEL' PALM A+ C, 6'TWIN W O � ff'�''�� BAY BAY ' WOOD FENCE - CO OMA NG OLIAUP� 11'TWI OA �aQ 6ETWEEN COLUMNS n CONTRA LINE B d' � �C19 1 OM GN IA !1 COASTAL CONST r CC) 6 WOOD FENCE 9 00 WOOD �� Y — — " 1000.41' S 02'52'59" E 815.80'_S 03'48'4 951.78 Z Z Z DECK _' 48_54• S 04'20 2 E. _ _..,�— — --'�— iW20 21 COASTAL CONSTRUCTION CONTROL 72E AS N 01_48.53" W 881.86_ _ — RECORDED IN PLAT BOOK C. PAGES 72 – 72H \t BRICK( �. CQ" :D:' BRICK 'Z tsK �L?e 17.1• PCR MTF1 ''xMN CONCRETE TYYPICA� S 01'48'53" Em �96cai1�� 3.68' 6'ts coNCR pi o' - WOOD FENCE �. - ~tS O, - 6EIWEEN COLUMNS STfP �.-- 3$ 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 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 $HALL BE L1 i STAINLESS STEEL WITH 5TAINLE66 STEEL FASTENERS. ALL NAILS SHALL BE STAINLESS STEEL, u BOLTS,NUTS AND WASHERS 5HALL BE HOT DIPPED Q GALVANIZED U F SIMPSON LUS210 HANGER w/ P.T.2x10 SOLID SIMPSON LUS210 HANGER w/ 8-I0d x 0/7 TO LEDGER S BLOCKING BETWEEN 8-I0d x 0/2 TO LEDGER s 4-IOd TO J015T JOISTS 4-10d TO J015T N S'-41/2" O U � u N '1�I P.T.2x10 A,5 SHOWN ON FRAMING PLAN Uj d � O 2-P.T.2x10 CONT.,ATTACH 51MP50N HS TIE w/ \�\\�\\� `� , n TO POST w/2-H.D.GALV. 5-IOd x 11i AT BEAM // // '/24 THRU BOLTS,TYPICAL AND JOIST SIMPSON H8 TIE w/ 2-51MPSON RF505x$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--�• �' 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 �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 FISVISIONB -BY / DATE W. G • • AN ATLANTIC SO1S2 4 ✓2.02 • � r—mow ' � � � `• \ •` '; t 1 � i '~' .' ��-_{tii! -; .. V{ 5 ��5 . # ,. \ , � . •. � ... ,. tit • W� � ( ;. 22 .ry- �.�.. RAIL W t� X 7. ktlr w r r Q „ • • '• ' • • ' ` / ?F-✓�`r"1■/ •Y^` ' "• + ' OWN L-A LIL AAO . • 1 7 Z� ,.. ' M ` ... .•^-".. - r x - _`RV• .1 -" ,',bra' 'IN�(.., . i' -r !,o •r • 11'V iM...��1��' . \"• � �.� , � - s tip- -- rte...-----'•'�' •L.• '�`\ �`� � \ • y k Q t 410 � �. . t � (2� 5 Ga err• � �- f fV f • ld X11 � � - ; :�� • � �'+ { E•- 01 01 . A I 5r1" PLAN , .��"r=� 5t1�•12 SOU tai DAT 10 W DP_. A11�S ,'tYP 1GA� /ALL 6t-7, "10 4 Cvle GROUND � GROUND FLOOR FRAMING PLAN C�i� D OO -'L � A15 5ECOND FLOOR, SECOND FLOOR FRAMING PLAN � 2 STORY RESIDENCE 46 FRONT 4 LEFT SIDE E L E VAT I ON& � ( 1 7 REAR 4 RICHT SIDE ELEV ATION5 A S ROOF PLAN 4 SECTIONS _ ct �. �• �._.. .._ EI GAR./5A5EMENT, GROUND 4 5ECOND FLOOR Ur—1 ELECTRICAL PLAN5 _ � I�. 'Cl)�' A ATLANTIC "N cv E }• (V CI gUl't,.DtNG G-F'tC1 � r •' Nov l fl aowu i } U- 16 • tV p '' KSSN ¢ 1iii""' �♦ 5O C,,s �� aprl LEGAL DESCRIPTION: LOT 12 "TIFFANY 5Y THE SEA" o���<�ti��� DRAWN A PART OF: -GOVEfRNMr=NT LOT 1 FRACTIONAL SECTION ql S, AND A PART Or- LOT 1, DIV 15 I ON 3 OF THE ANDREU) F°•SFr`;\`'``, � �r•-, i Y - S -GRANT, SECTION 3�t 50TH IN TOWNSHIP 2 • DEWEE t Zg $T C-ITY OF: ATLANTIC 15EAC�-I •----¢'' SOUTH, RANGE � - OT 12 PE3K. DUY,�4L COUNTY, FLORIDA L - JM NO. 2 7 1994 �1�� ��i L~�' I� �'�� fit • Gam' .,��'�! � ZoningWeET _ - ` Cr SH�STa '"LLQ*'" _ ,. ,. • REVI81GN8 by / DAZE Af r • :r i Ly •N — f L L � h x •r 1 M 35 -011 swam Air II u Q -o—ii r- 1-011 1/21-011 �.... __-- (� —� __ ._____. .____.A___—_— __-_�— —_--'----_ ____.___-______ _____-'v ___._.___ --------__---- _ — •.i � tN T; .. ' f +1 ,. -i ji~w,'tti•, �E� � 1 \ 1 '+' obo • ,t♦-•-. � X11• Isle f fr .fit '`' � •`5.rk — - n , i .- Ij ,• ♦ . i f g. ».. ol ,tit ; .;, i;�.1 � I f , � K" • ! "x ..- „ A ti 1 •`: k -'1., NOTE ALL $LASS SHALL HE 4" IN DEPTH 1S4V P 5 I. RE INFORCED ;� � � '+.•� � V f Lb CONCRETE ON CLEANED , INSECT TftATED . COMPACTED FILL 1 .'.w � 1� �t V }(� ��t! ZERO CLEARANCE FIREPLACE LJNLESS OTNEF WISE 40TED, ! US" P.b.1 CONC. fEf►�FORCEO 143 CN03EN 8Y GONTRAGTER —_--- :, ,.l. 1 i wcbxbnm-ID ww" Oft MANtFACTVRER SPECMIED " FIBER .. r 1 _ V'j �;� A �{ Vit C3L T,1il�E- COM- ME,51,4- SHALL A G PTA LE.) z HE C E H � _ C - ?868 C��Lt'�'i'�Lat-� AIR .' � - ..�r1%CUtI"r` �Ltd•. •, �'=^ 2�-�0 0 'C'1�..�' �;:: • ./' / w... -1 w opl l! ttl til it` ;= tIl a1 ih til .,_ � lil Y'... 1 w . 0 M:Ll, YY - _ tOo K, 1✓ 1 1 4.3._ r•• ... � � j.! '' �b w � .' � �. •' 1,t � '� • .moi .+ LU CO rz 4" up------------- a NOTO 1J.! 1p Its 1 4 1"t sim Y _ ' .^•7 `r. ,.,' Q ► } 'oZ e i G.m.0 � CH�G'KED 7' TIE TbP i?,or;`rgr1 *-.1 p ) -tnW-) 311 vow �,- r 13'—IL/�1 �3�/}y1 21-8 CAD.D. 3-11-011SHEET ffGG// G F 0 UN ID A T I ON f=L AN _54&Et'�IENT FLAN 1/411 1►_/1111 _ 1/411 = 1, �1 OP 1. . � '� SHEETS . 'fit1•t. ".� oAs.' �, chi OtaV� L,b 4l1NDDIct'IC�rt CcO �L*e . " ( y1�4 '�r' -''" ` . '� _ liIl �• til REVISIONS BY / DA'T'E cx. t'JIC � Nl �t'C' - •�I� �l�t�t . r ► �. t� � Q N qo CYC" MQ 60 ,.� .. 1 1� a N C5 cam, '. ► -T .7. #-I'. tv-0 eerlupsp to 0.4 Lij;440 P. FT q >«(' tt 1�►1,f g M !`�s'C �.-L-t./ w Im C-O i"11"`Q 0 V Y m q*611�� 13�'T"I: fOL-A'fi✓ WVZ � I� 1L �(e 6r u � 1 • @471101kGCI�l .. alt" f x.!/'&P fl-I 61Ari1�lE1 tl (- X6 EKT.�' �{ �t q' 1N� NxAr C t 11 �/�11 ��IC�I`1 �lC� C',, �i-A GOr olj �OI 0.G•_r9et-D. � ,--i � �'�.'� � t- O.G. V 1"l.0 �►1- -I11'�Ca ' `/ .G. tl Ol t; t a °' - ''Y D W�G3 t� - _ 4 Rt11�. 00NC. SLAB 11 4 1� / �.r* .e t �-.AItJ� @ .c.. E.t�Cs 1NAt� ���(o ti1t� � �� t�'s.•.�"' � �•�; ��� tom^^ � � tU/ �1n�p a;'� ���-��' 'C•c� � �G��-�. �Nt�, �.,,- •� '� � �c i �:t.1r .�^f.,Hs ....i .,. ,r,1" til ..•• t./G. Few. �R 1'IE;� FORCE"ANT %x e f"T t t-* t. / � SNI'_U Le- iI 51 �tl&ti MOD oe 14 crlu 240 0•'•+. •�!• ��'•� ,"� ' ' , • •�•' ;'\```' • •4• t] �1�i�• ��• '� � � � • r5 K LA 4 A. 4=1 N.Olt-AtPt R5 z Fr.I *emoo r-Ar is W&- lod '� ' ' �L��(�5 . _ Nelly. �• F ! 013 � f 31 05'5 CONT. �/ NO. ��"� 1-V "x Z"x VZ" BIS- _ C., 10 r �VnM'1!'. Y I' .. -�` 1 i V�•' �� M/ V� � w r.� Ce.0 F1 '' + - 1 OQ 1I2 Gf4 2 X - t,-�'�G��- r t ?at► ��' OF wt�- WWI?t f1 V4` SECTION o Get• !tt .A!' �u t. -� 5If� V�WLLS- 7 1 Lo11 Q 5 t�.�cl4 F _ Ift C.",P,Y, nl� 05H fE�� -4 6 � •, J r'�•Z tt ►� � � rN� �. ���1 caMMar� W��z� I�I,�t�� . - �s��l►�.. anon -tug" 41P z *A<JC.11►!'(t� • 'ylilj�. �UpF'�#�'1tMCs �'•N1� :,la.l.�li�i W� _ Q.G; �Lx l� O.G. �� - ►� - 0100 `t � Dit�p •�' fiIt� a Ian CO)v1�8� �=1 51 LO W P� 5`I��CF1� "lG ;,�. �r LV :0 �J `I 4N �'CUGGC� - 2 Q.G , „r �. -t'P.L-4o�-'�` 4 W �� •h• 1 -•11'Jr_r- 11C��11`i 1~E1ME r�:zt,0l`l�lJ ��� ��C• t 'Z ��2 �•1��f�, t .4 5 VaIJGL @ oz,. W ZO MIiJ. L oNr r _ FM ` ` � 1 INS. 4-ot,.,*LAPS VIf Small .11CUt-fW ' '� I� ETH• - 17%. •1. n: i( �j,/// •• �, ,,,� • , NCS • GSA U. ,�� `' ` • a • . (?��0-r i7 COt�!'J'. Q• �r�� OF- = •C %t t QRZ Wk(�'C, 1::;,; G� I-Nes e 3t✓Il OIG. SECTION } 1 ff A�t � � � ` WP P..•vuL� �G`✓�� � � 1� Ci�,t�(�•t�r'�.- "�-�l�'�� '�-�::- ��7 {�..�1`-A1� ��'�'�''�� �.ai�•- }-��-ri �> _ GV•5� n �{-',6(T_jLlL,. �0 _TIA 1 (�4SI'P� Irk GL c .- -veil�'� r`��r� -- ' - z , - ---- ELEVATOR SPECIFICATIONS GF•NFRAL Nt)TF,S dt REOIJIRFMEN'TS CAB : INTERIOR WOOD TORE 3/4 NATURAL WOOD GRAIN TO BE FINISHED 1. The construction work shall comply with all Federal, State and Local COO • 'C�t 'S �`� A TO CUSTOMER SPECS. WIfITE FORMICA CEILING, UNFINISHED 1 �t FLOOR. regulations as they apply to this project along with all the requirements of the Standard ''rO �N \lam. Oulldtng tbcfa,Southot-n Uuiktiag CwJa Cb"Iress. latest edition.. G ( GATE IS TO BE FOLDING TYPE OF MATCHING FINISH TO CA. D. 2. Provide G.F.I.circuits at all outside and bathroom receptacles. ` P GATE SWITCH TO ASSURE OPERATION ONLY WHEN GATE IS CLOSED. ._._ 3. Do not scale the drawings, Dimensions shall govern in all instances. Report E LIGHTING IN CAIS TO BE CEILING MOUNTED 110 VOLT. any discrepancies to the Architect before proceeding with the work. SOLID MATCHING WOOD HANDRAIL IN CABe s e iv 4. Plans assume all soil bearing capacity 2500PSt:. if site conditions exist to the contrary, notify Architect in writing before proceeding with the work. �� � �.� ti. a��'• .' '- �' _ OPERA'T'ION CHARACTERISTICS: TRAVEL SPEED SHALL BE 3 0 F'!` PER MINUTE.NUTP:. 5. The entire area under and within 5'-0"outside of the building, drives and •�t� MOTOR TO BE A 1 J' H.P. 220 VOLT SINGLE' PHASE SINGLE SPEED walks shall he cleared of all topsoil trees,vegetation,roots and other organic matter prior a t '�' 1 N jt to startingconstruction. (n $ ERSiNG TYPE CONSTANT NEMA RATED. BRAKE SHALL BE SPRING ICv Q.t:. APPLIED AND ELECTRICALLY N -- CTRICALLY RELEASED WHEN DRIVE MOTOR IS ENGAGED. 6. Fill the site as required with good clean granular sand in loose layers � �•- • . .d• between 12 and 24 inches and compact vibrate rollers to 95% of maximum-dry GUIDE RAILS TO' ELEVATOR GRADE 8 LB. PER FOOT. p by vibratory 0 ,.P / ATTACHED density as determined by a modified Proctor Compaction Test (ASTM D-1557). Verify >. BY 3 H STEEL BRACKETS. NYLON LUBRICATING GIBES GIVE A CONS'T'ANT compaction results with tests by a Florida Registered Testing Laboratory. Proof roN the u 1 • �'°� Tij1DE TO MACHINED T RAIL. LIFTING BY TWO 3/8 STEEL CABLES. area under the building prior to filling. }� -1 �. OPERATION CON 7. Treat the entire area tinder and within 5%0"of the building fbr subterranean TROLS• EACH ENTRANCE TO LIGHTED CALL STAT'I ON AND termites. Provide renewable bond against such damage for period of one 1 year !l 1� K 1r"!O!i'ILrNTARY AND COMPLETELY' ' 8 g pe ( ) yc W �2\ 7�2 ,; /,� �W T` IVi K C MPLET ELY AUTOMATIC. following date of final completion. C L1•-L �ot� <0? d r' l R. Provide(4)concrete cylinder tests for each 50 cubic yards or fraction thereof } _ Ll-1 "C 1`� D,G, CAR STATION TO HAUS ONE BUTTON. FOR EACH FLOOR SERVED. of concrete placed in foundations,columns, beams and supported slabs. STATION ALSO TO CONTAIN AN EMERGENCY STOP SWITCH, ALARM BELL, LIGHT SWITCH. A TELEPHONE AND EMERGENCY LIGHTING AS REQU I ED 9• All concrete shall achieve 2500 P.S.I. bearing capacity in 28 days. All BY .ANSI 17. 1 CODE PAR. 5099•. 1 . concrete shall he ready-mixed in accordance with A.S.T.M. specifications. • ,,,,_. SLACK CABLE SAFETY DEVICE IS INSTANTANEOUS-TYPE, AND CUTS 10. A11 reinforcing steel shall he new billet, deformed steel A.S.7'.M. A-615 � OI''F POWER TO UNIT, Grade 60. } U '? ,AL1.a vv t rbc �• �! � 11. Slope all sidewalks away from building at 1/4"per l'-0". Light broom finish • 5t.�-�' GottG• '�-C� LTJ C' ,�1tJ WORK BY OTHIVRS SUITABLE HOISTWAY CONSISTENT WITH BUILDING all sidewalks,stairs,and ramps. Score concrete in pattern indicated. Bullnose all exposed � }- �t� e-3 Vt. C0�ISTRUCTiON.NI NGEO HALL DOORS. concrete edges. See architectural floor plan for pattern. 'L) I � �� V �� �,�• 8 ` :. A« �i � ,���.f� ELECTRICIAN TO FURNISH 220 VAC, 30 AMP AND 110 VAC,20.- 12. All concrete floors shall receive a smooth trowel finish except as noted. X I • 1�5�.-A�LV�a J�.GG�Rpltil�" '�,,� M�X�i,� G�� ��I���� � ACIP CIRCUIT WITH TIRE TO BE LOCATED IN MACHINE AREA'a CV Z i1 ' AN 8 MINIMUM PIT RECESSED AT LOWEST LEVEL. 13. Provide 1!2"asphahimpregnated expansicxnjoint wherever concrete slabs butt any vertical structure. Q L '' • �'Ir�i' X'��t�� Gc`�''�I��' '�• �"• �'•��� =7C�C,;• G?� �.�C � �� 't'FLI:PNON$ CABLE LOCATED FROM MACHINE AREA TO OUTSIDE concrete shall be pressure opiated. 14. All lumber in contact with masonry or ncr h p �Cv QtG, 'SGf��i1N � /•3C)11,,'•r� �� -G.�-~f C�E� ��` � CENTRAL EXCHANGE AS' REQUIRED BY .ANSI 1 ?6. 1 CODE. Z 0 � 15. Subcontractors shall be responsible for protecting adjacent structures, Q DOOR INTERLOCKS: TO BE FURNISHED AT ALL HALL DOORS TO PREVENT' p r on 1 -� ,�• ELEVATOR OPERATION UNLESS ALL DOORS ARE CLOSED, AND TO equipment, streets,sidewalks, landscaping and existing construction. 16. All shelving shall be ventilated vinyl coated steel rod supported at 36"O.C. V � PRLVMT OPENING OF A HALL DOOR WHEN CAR IS NOT AT THAT max. All closets to receive one(1)shelf. All linen, broom and pantry closets to receive Q1 LANDING• ! four(4)shelves. ti GUARANTEE: .ALL WORK AND MATERIAL IS GUARANTEED FOR A PERIOD 17. All water piping within residence shall have vacuum breakers. QF ONE YEAR FROM DATE OF INSTALLATION, OR DATE OF IN 18. All trusses shall be T-0"centers with temporary and final bracing in strict SERVIICE* accordance with the manufacturer's specifications. Roof trusses shall be designed and Dilt4uA�1 certified by a Florida Registered Professional Engineer.Submit shop drawings for approval J 1 � ►" �,,,.. 11 prior to fabricating trusses. All bearitsg walls shall be 2x4 stud framing unless toted r✓t�•'t"� ✓� ►.� L. ;. �"'1 r,1j s , '�j� 1� �: �, �., ,.�,1 otherwise. Corners and bearing points shall be filled solid with jacks and spiked. Top �d iW bearing plate shall he continuous with lapped joints and corners. Provide outriggers on all `b• ��C� 1711-1 6kk(Aa - 0C1&?"t'�►t-,r pre ens -+4 l r� f,, `able ends. Strap each truss to top bearing plate and 2'•0" dI onto 2x4 stud 0o 4*-W `�''� ' ` 't'. t'.:P O.C.and at corners. See roof plan for general layout and pitch. ApploYitid�drawints ATE j _ C:��►J� �,�•:�,��� � smell surtrcede fhi��tmLn�•plan. � •� C� . ��• ti R 7 f 1 ( ,��,, 19. Ceramic tile: interior,coefficient of friction minimum(min.).6;exterior uses ' $COALS Jt '� 1r f t�u� �•'� �trjk�, and interior--wet.coefficient of friction min. .8.unrlatsd. 20. This is a"Builder's Set"of construction drawings. It is not the intent of these drawings to show every detail of construction. The builder shall be responsible for J� �• 94 %c) supplying additional and/or supplemental information required for this project. It shalt be the builder's responsibility to check,verify and coordinate dimensions.bearing points and CA,pD. loads,construction details, notes and all phases of construction required to complete obis project. All finish anti equipment selections shall be verified with the owner/builder. SWEET 21. Prior to commencement of site work,the contractor shall be responsibl to locate all utilities and irrigation lines and report any conflict with this set of plans in wt•'as to architect. si A y,4 INS R1 qcva M lit.••• �C?C��P t>t •'�Ott.• NAt t, O� R BNEETS • L� �'i'���.. c�l� p, Nt�'-Pct. i�� Gt-�:-���I P`�t � .� � • x •. REVISIONS BY / DATE \N1 (,'L A K Velt' k I KWI K Ptp a L'C'D cam 9001eW:4 ' ;� � ��.=�����:•• �'L'` ���� �°� �;r�u tom :• 1,5 -011 t '.� -- 41 None �,�Ly.�,.,���r _ �t 1 {,,,! (2 '�"�� v� • � - . -� 'FIr�,� : G0� . �". ,i�a Wlo�,c' .+•.....+....ur..w+...+......._w..........w ...,.—..•........,_ _.rRl '�•.'V'_f , LL / \) I rI"�,J .,,',y b '�'• ,S I 1 sr t C.0 klz.a t It —' f• Cd `'` L•, 1<�, �, 't'` r' t l-• C C/t do tiit ,..�"''`°� �.,/]�y )�, .. - ! �[��.+w-'j`� '�� u,a. '�►`a:::c..r;,.;.x1 `_��f' :.1- �? 1 ' � �"� Namew .........--...�.......+...,......-......w. i �.+ �W • �,�.�"V i� r , v Li; �� i• .r (1 Y� Y�1//% t i �� r'tty\r-� 1 I�..7���! !�� �.n Y. �M1r1 WJ41-L V V � G' '�� fw" { _ J !✓� ,� � . B�IV (� f<r��..'T'Y"'^`L,•.i Ri.�- �F �i''�'r'''��Sl��,z..—...�.. .., ...rs�„�- y �'� �� L..�1`'�� • � �� �„� � '�✓ r f � � �.a1 ��M1.1 �- 5� -�-T'tG'h1.- PA- MlIX.R.M AT oq L4 wktj 4-am i 'GREAT x OO 4?" ZERO CLEARANCE F PLACE _. __..�...... ...r..,.,...............__._.,.... ._.. _...... _ A5 C4103EN IBY CONT R ` y- �. •Fr n w/ 6. i L'-�� 1�'-�p r,•,rr ._�� I / � ! �!.r.x.j,. i3'-E7 1,-8" 1-011 b pow C31-3m 21-111 It KITCHEN 14 FF I L aa _f � tV .A 1 � • I .�♦100 ABC dR 00 • j `�C 1 I ,Fj _y �>y'�-tx••ti�_ `��" �:.�1 X ._ --_ - ;'.�.'1.(`.�"1��.�:_ �3'�-•�.+�—.-t�►y-'t!�-�C.x' .'�1. 1�1.-�..-. 1/1�'�.1� c��� . t� t 1 �'• �T 11�-F'"�t_E:. ,}1�,F,r ty,�-�� f�1 _ _ �rJ � • "���--�— �'�'�-�--�jy.�l `� it �} ``` r _, ;' G ,' r .' !.;:-!,•:i r 4`1 CJ �O >,✓ { ��. -' --- ��_/_� _ '� _f 1:1 '"� IA�t-r=✓"�` �t! _ / 2�1E3 r � / _s1 f� C- F A a.-•i1'. {W"St�'�1 ......�.�.�... � NrC.�c' 1.i.- V'-j i ? c� , •} 1-l� ��A'. �'- Get"1 C-:�. w�� _ 4'-ell o4'-S" - s ANTR . � iEi f R .� 1 _-� 4�.1:�c ity 1��t-:�=f�-�-�1�'t�,�i?`-�.t: l•1/ '/,4-;' -�,� 1J.1 • ! } 1 Vit;" r � r .> y�� >�_ �`cCj F `" ,�L'f� ✓� �J �-1tr � Up f� .. . � R� b- -- 0 z w _.. - __ -_--_._ _.�._.__._._ - - -- -_. _ `_:�' � X�.: � , � I�t�� •�,\ � �� .� ��► �-:�r1 � u- LIQ lot. 1✓1 -1CC3'P P, �. " r p 'ti.•.:7'1` ..�.' a rr # _ ""___ 404 ?I I-Ayros lr'1�i t-• 11 4 I 1 ' ' r_ • I' I rA* Cil rt)(T "* .0 WAw.3 _ .' J,�i►.,>.. G Nom+�...ls� La�Y w�/ 8 a ~•-��_ _.� ,_ _ r . f 1 a ter. .«. _1 3 "� -_ , ''g• ,;� • '�. ; �V.IL� CSC�s �{b''`a.'•�. ��V ---- � , �ANrvp 1.J�` nom' l�•l/ I PATE IJ I� - _-GifROUNID FLOOfR Ff;P--.At*N*IING; „0 .. 3`1'_0 - �, ATPD AREA eGAt..E l/4" = 1'-0" ��' �" `�'f'' '�'►u,�p, .. ____.__.�. __ _...___.____-___ _� ��.�_.t...�__=�---___.�.._._ � • .' . `��.�,� C��'OUND 1=�.00i� 1248 SQ.�T. SECOND FLOOR 1-160 .roe No. ` 5ASEMENT 1441 �....-�._ 1 tJ�'?A�t,-•ky AG.L.�.k1Y' �L-�..�11F'.�'�..�,G�L t.ti� r� '., . � •�� �� :� .. ;. � � GA�.D. ' ,--�ti►u� A.� r� r �y�.�_ ,•:�; �� ,4 TOTAL HEATED 4449 SQFT. G;fR 0 U N !=L� _� _..� - 1/4«.,+_.1,,_--_ GARAGE 597 i -O C► Tl 5AL.CONY/coo' ' PORCH (of�3 A. TOTAL DIS4 FT. OF �l SWEETS = 7i J� t• lQEAVONS 15Y / GATE cocilC. -TO �t,ae:11K PiPWN fit.-Gcmlti foR � '' " -8' ,�f'�•'�"'` 1�IArt"�R PFzcx��itilCx �'�l��M :. .�lAm .Of 3 1j% otx , a �r4 1_S1l ILI J :.. -- s Iw fit lei Q dr KIR W 12" ©.G� 11 ����I��� � � � � - � 11 1 ►1 , n � It --, 11 � � t1 11 t, I I S � c -- •- � � - .. �Det-- • �� i >r or C. • i i 3t_�11 _ x411 /��/All i_411 1 , � 'T iV fl�tG// • irLt, its A __. s w t -2 �R P" -;7QSX7'FiWA., 4c� FtX KiGdD STTP•Mb ��s"i'G�.1F-p��5 Z �G. u , ► I Irp CNk ' 11 it1 $:Kam ckt�t LA*-i Ec#4-i � � � ` � _ Q : ) _ MASTER � GRA PeA" c•fl. , pc.�i D. oN t a N.11 - AROVL CrU,1 4 _.._... - _...�.-.. ....... ... __�.__.______ ______-_. ...�. ... rAcr 8� NP�t t.�S � +�DC•r�l 1 UqIE i T 3-WAY C-AS FIRPLACE AS I , , CHOSEN 15Y CONTRACTER `�► �,,,,T. ttIF I M, Ill �..ti. � p 8 .I!�'' t tr1�, cost• ,R+ ►a�1 a -- -`.... _u _0' r� t l A C` W. •o � T ! S ul -- - fog- 4 F2---4 -- - —-- 0 �..,� �t•t"U 'Z � ,� A'�G`3 `S 1950 �YYa'oWl l� e � , � - • �'�i�X 1�tt C `� � _e � �' uj -� e�-�•aw � l�I STAIRS - O VENT '� JISR * 1.66 I " r _ NOSING N 1 za6a � U- � PN _ cv i � W - 3 y hL.I,,L, 0C ul raw � � 2bb8 �. FWLV 1,- VA'f v. jai t h 1 ( t — 2 N l !n Old. N p yt+*' S•-'1 ..t,• - - - 11 LL .. D Y WFiiiitc GI ..�......... ... ......v.. - L I ING -- C ' up L ¢pl- p4m 5ELDR00t"01 03 IP - �` L .. 1z JLd4117 � �, : � �,� tea`+ �ua�u::c��. r�.x 5��.���►x�. 1,v 1GPRAWN ___ ___..__ _._._I _...._ ....-. _ __._ � � � ZX� `�.P.�2.SA�`� � O.G• ,V sem, �'+t�1..�� C?`=t•-f%r.'�:4►:�lt j�T � CHECKED -Ai►1 i)CU1�(-� ltNat�...�.�.. ��t•t.tNtr-i�',:, P�.t.. IrIR��4 �`=�"t't.�uJbr �t.-t_ s C t,1�t--1. �*a�l ��.. DATE LA LJ i �. '"'• Y Fk�►fir _ 7.►3 SCALE Ali 5t_�11 111-•(�1' t'?'ta� 2�-S" • caD.D. 3-11_011 LAN- 1/4" r. �1_/r 11SECONID FLOOF:' FL AN ® .3, =• r pie To-* I rv.T !G/ Ap y Will Vwg:�K T .All `f l R"SIONS -BY / DATE 3 N l•i. . 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No' -,mow,) e4`10 1 .. •' ,`•� },r•I ♦a'•S ��- - M ��,,Lt�� .�. ■ • l • •i., �\ LA• , - • �7 1 5�kow 4 W r-CA �.�x �-IF� 11,..x. 6F-e' - � � , �i _--, ',t .%1-- 'f�1 � 1 c HADD, 1 SWET or- cl rite 5t A'TtoN''y REVISIONS 13Y / DATE •$1 t , i 1 � � 7s T�t�Q�! G�•C�'• - - �J Gid, -'�" v ' 40 mw ol � ! 1 r ♦ �jq,,t'4� G7 tt � � t 7 E'Y"ti�l'X/� ���4� W to!f�'1 w 1 iii�� / � � � !" , � f r � • i If Lt_ ul M U 00 ul OF:;; k 1_!_.l ` � - t., • 'i ' , w.'tifw-rt-v7r-_-.r,r•.*ow--r.+w...w .«......- .,... ,.. -..... .»,........_,._.•_._.._... r-,.....,..-......_.V._......--._._,......--. 1 ._ 1 � i 1 � !. 1 , All I I �. ' -....f..a....M.........- ..,,.�...-r_............_--........►. _.q.,.,...__. --�..,,,,,,,,� .-�...u+�+�-wN+�r• • , � , � - - - � ! � � � ' _.._.. ..._-_ �� 1 1 \ �� �f � � � i 1-t r �� I t 1 J 0 Cop#' oto w _ __._--'___' . �_..�...� ._...+. _._.__,. _may...__-..r`w._.w.,... _ ^"..••.� ._. _ i - ; - - t� ? Lt .._ww w 1 1 .i .._ �,r �� i..- ..' DAM ___._...._...__....___.w_.•__.._.._ w..yy�. + •• �• •. ? ,_ � i ' e -- `Y .. •• ___..._....__ __�-:- . .-.___ter ..._._ .,�• _____.------- —. � � � � ' - �. 1 • ..!v169t 7az AA+Y'a.-•xXsr�s.r r,r.UG"+'T^_,�'T_.:S• cq'-�,___ �l � ��.+ . �,t,f � i ti --• }---k- _ .jos "o. 9410 , ► 1 i ✓. � __� , _ SWET ELECTRICAL LEGEND ELECTRICAL NOTES : � 110V DUPLEX RECEPTACLE SINGLE POLE SWITCH I4"6IONb dY / DATE I. ALL WIRINCs AND EQUIPMENT SHALL CONFORM 110Y DUPLEX I/2 °vIUITGHEP $j 3 WAY WITCH TO N.ErG. , ALL LOCAL RULES AND ani ORDINANCES OF LOCAL GOVERNING BODIES � 110V DUPLEX GROUND FAULT � SWITCH WITH DIMMER NAVINCa JURISDICTION . � IImV DUPLEX WATER PROOF 2. ALL WIRING AND EQUIPMENT SHALL CONFORM (D EXHAUST FAN TO 0.3HA GUIPLMEB WHERE APPLICABLE. � 220V �CEP7AGLE 3. PROVIDE AND INSTALL SMOKE DETECTORS , c O FAN / LIGHT GOM80 � HARD-WIRED W/ BATTERY BACK-UP. � COUNTER 70P DUPLEX 4. MINIM0.YM DRAPlG1-I CIRCUIT WIC 911E 0 14. �° RECEPTACLE MOUNTED • 41" A):F. El' JUNCTION BOX 5. ALL PANS SHALL BE INSTALLED Ul/ RHEOSTATS. OSMOKE DETECTOR W 6. THE CONTRACTOR SHALL VERIFY LOCATION � FLOOR MOUNT RECEPTACLE 080 OF ELEGtRIGAL. SERVICE W/ LOCAL UTILITY. �° DEDICATED CIRCUIT OW GABLE 7V 1. PROVIDE G.F.I. OUTLETS A7 EXTERIOR, AND IN A F,woNr= BATHS AARAGE , AND KITCHEN ,4$ REQUIRED ST -� CEILINCs MOUNT INCANDESCENT REC, O' DISCONNECT 8. CONP4JCtORB AND CIRCUIT 51REAKERB SHALL BE �- WALL MOUNT INCANDESCENT VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU- B METER PAGTURER9 SPEC IFIGA710N9. �}- RECESSED INCANDESCENT »tat p� 9. NO ALUMINUM CONDUCTORS SHALL BE USED. b THERMOSTAT p WATER PROOF INCANDESCENT QO SPEAKER -�- EYEBALL ELECTRICAL PANEL $MERI012 FLOOD LICsHTB a �—}-�- CEILING FAN CPRS-WIFE) � FLUORESCENT TUBE � w SURFACE OR PENDANT — MOUNT TRAGIC LIGHTS ^ J � 7D Pl1MP =� r SDR rOUtdTAIN pwo Eli A CIT all 0 ZO dk 1a PUh1P4 \ nawiru+ 1rop 0 zw ow co fa 10 ' oO � / • �/ t bFlll 1 1 �'Yi C f�l � `l `1. IN121 t Z �F� - �- �,e�+rg 4 � ._._-�. i 47 � I .4z'' " q�. oar — — — — a r S Zo / � 617 02 Ll 4Z'� Z`N9�M u~ rL z I To &hRhGv__ a ❑ � �J` , � DAZE IO ?1F 91A [E] con � �/` FI � p�! LL=4= _ s : Er JOS No 9k1Q 5ECONED FLOOfR ELECTfRICAL FLAN G;fROUNID FL00fR ELECTfRICAL FLAN GELECTRICAL FLAN , .T eters ��,� Bt.F�rtttc0�� �C.�+N�3 t tisk .aniseclar Schedule. The total uplift kwoes for each framing member are listed oft the d le hurricane ckp or connection hardware. A continuous toad path is provided �---- 16 ' 411 1$ ' 8 so ftM ttlltt Mot ON06M to ft Wall nwlrnbem to the foundation. Certain detail sheets are included as "God. Tye. popXH ttGA04 4%. T31 T37 "BLE RID, NA7� w 'al' To Ce6vppv Ct' If I1,l Ln T3/ x vT kEX1S Y �2 RGVF.� k-A7NIAI� DWARF/CONNECTOR SCHEDULET 16 T19 /qac SEA CO NCP&q ___ 77OP CHORD of 7RUS.5' UPLIFT S.E.METALS FAsrN = Tilt ;� Z/7 latimill 1 = PLY) t,•E" 2787 Ibs SEE NOTE BELOW v `" 1A _... Alk#N W@FM INSTAL.(2)RTPQA"TWISTED. WRAP ONE END OVER TRUSS T 12• _ 7-i Q END O STUD ANO USE 7-16d NAILS. INSTALL 2 MORE RTPGA836_.---_. r" -r n' T,i -l(o d JV�4lLS �A�fes' AW /,, oV* 8 Tfl TOP OF 1ST FLOOR STUDS(14-16d NAILS). INSTALL(1)SGP-2 TAO T26 OF 1 W i4-18d S AND 1!2"BOLT TO CMU WALL BELOW. --- l-y --- - T a �-+ ' 07t LY) PLATE RIGHT __T 2757 lbs - T4? T415 Im �/ E RNEATH USS AND INSTALL(2)RTPGA836 TWISTED. WRAP ONE END OVER TRUSS Td T4 �x¢Eg� 7.1dti L . ND OTHER ONTO STUD AND USE 7-16d NAILS. INSTALL 2 MORE RTPGA836- T C,c _ _ T 13 32 O 4VE W OL BLK WINDOW. INSTALL 2 MORE RTPGAS38 FROM WINDOW HEADER TO_ 729 Tab ' //�/L ,.� � c ROM WON. ALL(4)St3P-2 AT BO OF EACH SIDE OF WINDOW HEADER STUDS w/14-16d NAILS LO = M6 I&MdRm idcT T6 Ow V"LL. OD ewAelz END TZ y(//,? d�S 'T2- b TOP PLATE - 1418 Lbs (1)HDPT2 10-10d UD TA 4 Tf P PLATE 1345 Lbs (1)MDPT2 ^ i o-i od N PC R s t S a TR 13 1: 2 s IP29 TOP MOUNT - SEE MFR N Tl RJUS INSTALL(1)RTP18824 w/8-16d FROM TRUSS T6 b T7 TO T13 FOR ✓Pl t FT INU T 12 14 T PLATE/HEADER 918 ibs (1)HOPT2 t0-104 T2 s T 3 ' TS /b tL#A&S e S�®,t, ---- TRuSS ,So7Toic� CHORD 13(3 PLY) T PLATE REAR 2894 Lbs SEE NOTE BELOW ^--- - - ---- T b w T-7 ALTE1�WA71C 7W#.41L 2 X 4 BLOCK/�clG -. � 3S AND INSTALL(2�tTPC3A838 TWISTED. WRAP ONE ENO OVER TRUSS_~ `r'N= T�3.��r 2 6" •i8d R hO ONTO AND USE 7-184 NAILS. INSTALL(1)tu1TS278y3,Tao TAS .1 6 NA_ILS_4P. O.G� G� 1c'� X 8 M/IV� 4g L O�K�® 3 2, o.G, t�►12�1-iEsd NAfL AND 3/4"BOLT TO CMU WALL BELOW. TY 1 = T 2 6 - i� T33 dTf I I ; Tis -N�f/LED 72t'�•4 CR TRUSS Bor,7MoW '43 A. n FRONT 30601bs SEE NOTE BELOW ---- -- - --- - T4k= T ys)T46 r� � r� " S AND INSTALL(2)RTPC3A836 TWlSTEO. WRAP ONE ENO OVER TRUSS00 T47 Aa ----WALL S`O'S TE�t�I -- •fiv oar h FAD 4 'M2''� � •! 4 R ENO fiTO UD AND USE 7-164 NAILS. INSTALL 2 MORE RTPGA836 ro Cowh� ct W1 � -/6 d�t/A/LS !ry E'AC�l M�'7fl8E'�?, is - ---- - ----- . P � R � � 4 ' 0 8 8 m faF TO TOP OF IST FLOOR STUDS(14-16d NAILS). AS ALTERNATE �in ^ rul FEWR HU-Na O'ISTVL-66R-STUDS USE ONE MTS276 AT BOTTOM OF 2ND FLOOR STUDS 3 ' 243eN W- i %AT TOP 1 ST FLOOR ST�6. THRU BOLT THESE MTS27B TO EACH -^ Typ roltcM 1t*WpEQ -#3 TRUE TRUSS, INC . TV cowhN 'ca OR ffoffl%A 1 w/24-16d NAILS AND 3/4"BOLT TO CMU WALL BELOW. 10411 ALTA DRIVE JOB: 941029 P.B.D./WANG RES. ,A�,L, EQ'!' ��, �.,� - oANYMWIREDFORSHEARWALLS. JACKSONVILLE, FLORIDA 32226 . . .. -- (904) 757-7500 LOC: LOT #12 TIFFANY 411 T1 682 lbs(1 29 TOP MOUNT SEE MFR PLA ENTERIOR 662 to (1)RTP18824 - 8-164 - - scale: none I GNER: MEJ VIMM COL Top OUR/ R 1695 Lbs(1)HDPT2 wi10-tOd and(1)iiCPLR w/8-8d - R 1 W ( ;14-10d i #i TOP K-m-, 755 i (1 IOPT2 !10-10d -•- � , -. T41;5 �.rtoP PLATE EXTERit� e9wt Ibi (1 jNOPT2 11a1od CM VZCO/V T T� TI (�f�J`�I i AJ< �! CM-TOP�TE WERIOR 615 In (1)RTP1MAI '8-1sd TOTAL.NUMBER OF FULL HT STUDS REQUIRED FOR'WINt�UW�OPENING C) - ------ - TOTAL USE R i 317 bs (1)FAP 18 16-8d # �L A na v► w w o 5 A t~F� Top i TF i Hili 6- - (1 -oPT7 '10-1od Fb crcdFb M,,, M a sTuos EASIDE Front Entry SYP 02 2x8 1200 2112 29700 in-ft 6.5 It 21.1 R 133330 4.5--- 3 WX/_L ,c"/ZAM111t/l --- - Tr�P -- - _ 9 P�.ATE 332 tbs (t)HCPLR 8-6d StaMwell 2'GL Block SYP 02 2x8 1200 2112 29700 in-ft 2.0 R 21.1 R 48484 1.7 2 s©' conic R FTE WALL ___ __ ____ _ _ - 2 + /�t/STAL/. 2`x4-''ESR/0*/,V6 g 0R 1� CMU 0 i2 A (1)FAPI8 's-sd a a StaMweM 4 GL Bbdc SYP 82 2x8 1200 2112 29700 in-Ibs 4.0 n 21.1 R 96967 3.3 2 AT P,L'YW00/,y-' JZ21NTS /F' ���x 6,' 02 0 �'x g P.-r S Tu Q Tt�PU►T /HEADER-- . -. -soe ibs (1 j-- P i 10-104 T StaMwe�Exider.Door SYP 02 2x8 1200 2112 28700 2.71t 21.1 tt 83453 2.3 2 ••• ..••- ;`."` `•- _ WVALL // /S o7F R CA7XR 7WANBI p;. ANc HoAr-D To c my o�. T+OII�.ATE 6261bs><1)HOPT2 110-10d t3rnd Floor to 8'Wide SPF*2 2x6 1038 1826 i3810 in-ft 6.0 a io.i A 33327 2.6 2 sv ',, i - - I 41p, P,�y vc�,o ,�,NiLFo Co NC i2ETA I,,,� L C,,� ___ T _ __.__ _ _ _ ��5 bs(I)SHP29 TOP MOUNT ;SEE MFR Great Rm 8068 SGD SPF*2 2x6 1038 1826 13810 M-N�s 9.5 R 10A R 52768 3.9 2 ! 1 ' t ---�----- --- Dininp 5050 Fhced SPF 82 2x8 1038 1826 13810 in4bs 8.6 R i0.1 R 47213 3.5 2 ]'''� i � � M. T35 . USS T37 360 Lbs (1),SNP29 TOP MOUNT iSEE MFR - /C1Zi4J�'!l/V� -"'- -" �. � �i � !�� 2 1+{LT'l k J3o�.r a T4� _.._�___ �TOP 6941bs 1 OPT2 � �to-104 t>;ninp 6'SC30 SPF 82 2x6 1038 1826 13840 in-In 8.0 R 10.1 A 33327 2.5 2 �� W8 d N.4145 9 4- o.C. _. ( '_ I.I � ►, T41 DI3L TOP PLATE 765�s t)HDPT7 10-t Od Mast Sts 2-�FR. SPF*2 2x6 1038 1826 13840 M�-bsi 10.0 h 10.0 A 54450 4.0 2 -OC>'te►S to„C>,�.IC/E'�.17, �� 3� o-e.(V FZT� a t. 4Z ( ( NOTE:Some window header studs may be replaced with CMU wak to ca"show. See Floor Pians. { T44, 4i B 4i +TOP PLAT1:EK7ERtOR j 741 Lbs (1)NOPT2 10-104 a L-XT�RIOIZ L IALL. SNKATffjwG �'� D!'iLT41°PLATEMOR E 6e2 NsI(1)RTp18e24 'e-1sd REQUIRED ON-CENTER-SPACING OF STUDS FOR WAL;I.FRAMING) ��WI¢/�Q a + T Y A� /1�.1 n �A!L t�J G - �! � �� �p. C�.UIktN C 1 . --------- 2935�s(3)RS 150 i:20-10d Fb CiGdCrFb Mir t3lSDE USE Ground Floor(Typ.) 6PF b2 2x8 1038 2100 1501 k4o l0.1 it 11665 b4W 34 1$in OC R M2 Ct�LUA+s+I 1�321bs (2)R8150 20-10d S P I*C( F I E 17 Oti L/10 S ___ 2nd Floor .) SPF 82.2x4 1186 2 7350 ink 10:Q tt b44I1 16 Not SIM WA dAI�t5 e 4101d, P COLUMN C3 1074 Lbs (2)RS150 20-1Od (TYP 2nd Floor(Typ.) SPF Nit 2x6 1038 2100 15881 items 10.0 A 6445 Mt-W 36 18 in OC TALL JOINTS iN COLtJN IS O PROVIDE CONTINUOUS LOAD Foyer Stair WeA SYP 82 2x6 1260 2530 19133 In•fs 21.1 R 24242 in4bN 9 Najd$ise PATH TO A EACH CEkUNAN TO CMUWALL W(TM TWO EMBEDDED PUP35 w/26-164 NAILS. F I I24, oyer Stair Weir SYP 02 2x8 1200 2429 34155 ia-ft 21.1 A 24242 in-1WM 16 42 in OC f t JA ALL"NA DEl�S MISTALL FAP18F%W 3 O.C.FROM TRUSS BOTTOM � yy - d �t� � i->td i , a I UPLIFT AT EACH SIDE OF HEADERS I - i !PC III z�dZ4C . T5 N A"NI> � � _ _- _ - _.. __.___-.- --- _-_-- -_ - -._. _ - � � HEADER T� BOTTOM " DC iy AR iS/A t L I + UPLIFT/SIOE SENO t�11 BIRD Td ��-�END TRUSSES.iN$TALL{t)tiCPLR w!8.44 NAILS. ir. t. .A'30 �►"' 14/ 2 x 2 yC I , x 6 S rL)D s o f2 ___�._ _._ ____� ___ r TYPICAL 2ND FLOOR OPENINGS: (1)RS160 (1)6$130 TYPICAL GROUND FLOOR OPENINGS: (1)RS150 (2*CPt.R ! { Stairwsli 4'CSL BLK 1418 Lbs 2.0 R 4.04 14151ixs(2 S/60 (1)3GP-2 (1 jHCPRF Q 1"6-OC 12-84 ' "TYPICAL UPLIFT CONNECTORS SHOWN MAY BE 8 BY HEAVOR CONNNOTORt RXQUIRED BY / / �t i t `► i i P $VIA - i---- _ _ (I)RSI 50 Q32"OC 20-1Od SHEARWALL OR CONCENTRATED LOAD. SEE FLOOR PLANS AND ELEVATIONS FOR DETAILS. (1)HCPRS @32"6C 10-8d t. _____.------ --_ -- . NAiLING:RS150 use 20.10d;HCPLR use 8-8d;SGP-2 use 14-16d�s and 1t2" r ba8• * I ,SENlCp HCP,L� -TWO >' co ctgalox � _ P Ira"_JEST _WAIL � JSEE DETAIL ON SHEET S- ., ^•a o A-3 ,- NoTF A Q J V ST A L t G N M t=Il/'j 05 <%'D w i}LL 7'"v A74EACH STUD 7-0 *CK/ /C 5047 fj @ _ `:"�' «�'�..... ":.�'iron -- -- $OTTOM PLATE. 32�'©•�. W�2"� vF u R S D 12 Y w 4 � L , S"L✓►Z IZ I� a. s rp-I P s F Tc _ 0. n-"17 1r+1-FRdM FR IT OF 2ND F1.00R ON LEFT BIDE AND p WASN&M. a��t W W.C!N ll�E I ilB(4 -?A 1i"OC AN012-10d NAILS FROM DOUBLE Imo, JN /©N s�S•7,,t�.M Ca �Re"�` �'f p ASE SPACi'NG OF RSt50 AND HCPRS TO 16"O.C. LCX7L"R�4 _ - - :��1�74)�Y�iVCf +,�•�«�..» ..." '"`�`MO'R'E""`NOTE"'""'NOTE - RAT 1 I P44L4 *1--AAMyA/o* {•s///6 d Ityp OIK. PLA -- -- - + l(i)HCPRFC16"OC X12-84 ��7X n/On WAU A/Z,S G. 43 0.c, 4AC Al,�� _ WYP ifW 4 YO FC ' t (1)HCPR.S 032"OC 10-8d S�C7/DN A- A MAW UPUR V5" gaff 9:,-AMR Rg�_COINNECTIONS. DWA& RE ON ERiOR BEAR*XkVPUFT WALLS. ___- HARDINAIM�ON WNRiOR SHEARWALLS. ...,.. .~ --1 Y4 f AN�'ia-ti w/2"x'�2'x i/8"PLATE WASHER AT 24"OC. SNI.ALL:TctW Oft OR 1/2°COX PLYWOOD WALL SHEATHING w/8d COMMON WIRE NAiLS Q .-. 4. IR'©C RSI". ALL COX PLYWOOD ROOF SHEATHING w/10d COMMON W RE NAILS Q 6"OC EDGES OC ��4"DC t�1J19LE ENO TRUSSES.-TIE Tf 4SEB 70 DOUBLE PLATE w/2 PCS 12d NAILS EACH SIDE. THiS REQUIREMENT IS PROJECT PELICAN BAY DEVELOPMENT TF ISAWEC HURRICANE OLIPfHARDWARE. _ _ WANG RESIDENCE - TITLE - ' ATLANTIC BEACH, FL DRAWN T16 1� �*A L� IN 1110 1 he"begin nwWmed and the v*W load DOLE J . KELLEY J r. VOW"lo 1AnnIM�I�M lip tions shown hereon to be In with the �G r 911001*d !ft&.f�lt*VW U.Sec*m 12%.2 for�speclfk:reeklenN structure. Be CHECKED CONSULTING ENGINEER Wild MMIC lie r-VftdW*tom#air+ems wbxdow and c�openings we secured and protected 1646 R 0 G E R 0 ROAD �x * nMf*wkWftn taw Ian. JACKSONVILLE, FLORIDA 32211 Q T hs MM' ,aw a i wssit>�y,for the sWcturW credibW of any�- � : -..Ad tx>" n#5 Ot rooftAtfor that,sY kioiutling required �Q !'� � /' DATE SCALE JOB No. DRAWING No. SHEET N or h4 afth� a woWad pub d to+vorniponents or truss - .� �i �� oma,, 0/18/ NONE 94368 S.1 1 2 ---- OF_____ 10 G 2 T�c�vtl !o d 'bTv AA S) C., 2. 5 y P X10,2 P,T PLAra- w PL tow I 8 - Lip -r IT T5-sxj'A w Z±k 1-71 The E601m er cwbbs that Ume MW Load Cak;ulat ons hm been reviewed and afWa the WkW load valuers,ao+tinedor spOdllosdorn and ffew"spedAcatbne shm m hwwn to be In oompilsnoe With the SBCGI Sts Wwd bfidir�uCode, Cts 12,Section 1205.2 for thio specific rrulderttiai etructuro. Be adviesd that these coda pnx*Wo that aN exterior window and door opsninps sa seamed and pnoteated br the dwsftn of a wind storm condlika. 1 Noss The EEMIt m does not sanity,nor assu m reaWwa t+y,for the structural crodk ttl of any pro. ensbNtnd and manufactured sagas buldinp oanporma or rooglim bm sy s UV csquirod -no Clare ice►or tisW inatafied) are intrinsicirily assodaled parts of the""wft cor ` eyst�erra. SE:cm o r4 S-2 2,lito S P filo,Z Go t j ri J v©c):. &l A 14912, pIt.A rE' , y A4A f1, 3lg P4yw0az_ ' �F r T' 'f'� N�to�l.�`12� �.�r� W( �,c� f�A+�.� � '�aG7�G �..._- 2�Loi S,f�` raL,,1..., �+.3T+stJ U ca���► ►".1�t'�, ; !!�,�`wf�,� _- r"s L��,�5 �.�15p �1 �;t�a��7 �fi N� I�',c>'�3t.F_- �£ --' M9 ArE" T'o A&o4M M ,.Sit _ w N ►► ;iQ u � � '1/4�'' � � .'�► �--- q t� 3 r.1 0 "� D f r T'� rJ A E .4. /$ _7:.fi, :S' X S- X V ¢ w M 1�, o ti s - � i ,{� �! ,moi S�d�''� �►�". s L) WWASNAW 9 r©P {�t�.Ft� - It �i� ©seg WALL t/2 Pi.A7e --++ r VJ A4 L 5+/-5rE-`x�f W1 k t �f.�i. 1_ r`" Ts 5'' .SI*'/4 :..�1 o1.lRS �4 VielI S,`p ,jot . jo ... �f-? r'{.lA 3 �u./i�/�f ,/� 7�/f7� tt� � � ►J�,.,�C� � Vc.� J�e�`� �.c�ca� � ►► �....��'�`� i....•• �\..,,� , -- ` #Gat E'S X 1 01A, S 5C� �"T ' _ , ,8 A sF PZA T6_ Y- Y -T Yz-� f. 14 x Y2 I M t�Ta 1p�-SATE L� 2 p4 S :x PELICAN BAY DEVELOPUCNT PROJECT ri 114-20 x 2-314ap Y VI PHILLIPS PLAT HEAD - �' ►n �t TG'W4*M iI im" c c *",E i�I E'A.• :' r v LA � �Y � 3!4"=-2"Wood to.060"to,280'' Thk*. `� _ i�_ -� FV4. ., .L, r _ WANG RESP^E F' N ' ==. TITLE IV %4 ® i45 1 ft 2 x lr, *;2 Ac641 b .S/©AI ©F s' t5�t.l .�TS% W '/4. «' ATLANTmm0;`hBEACH,14) P#IUW�►r MWAD FLOOrRID-A f� :1�A*QW !',ter DRAWN . 'G1 C� �CI� till DOLE J . KELLEY ' ��� .,.rr•_. CONSULTING ENGINEER I&A V2-'% 1�}4, k /= GTdl=� i>--q-'Le 14 CHECKED 1646 ROGERO ROAD Co�'eys T'+a m JACKSONVILLE, FLORIDA 32211 pir # at cm tt ua , 7%A-rS lNrc, p+.qct DATE SCALE JOB No. DRAWING No. SHEET I g �- 9�4-�$ S-1:�?k c'n I 2 2 2 ... OF.._._..,