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2219 Alicia Ln Deck Addition dwgs`BP# aks:Ot7 -.c9oS3 DATE—L, ..1�. SIGNED /h REVISIONS i Pt. 2"i JOIST a MAX W' OL. P.T, 2x8 JOIST MIAX I6.O.C. I-SMPSON MU W5-ed2- F.T. US BEAM, BOLT TO 'I- SIMPSGN H2SA w'S-B6' 2- P.T. 2xS BEAM, BOLT TO , IIV TO BEAM 4 5 -ed TO POST w/ 2-H,'0 HD. GALV.. x iY t0 BEAM w5-Sd To POST W/2-114 HD. GALV JOIST, TTP.- EOLTS,TTP. JOIST. TTP: £OLTS,m. _ I- SIMPSON ABU" ON PT. 6x6: POST P.T. 6.6 POST Tyr THREADED ROD SET T' INIO FOOTWG ml 12-16d SLOPE TOP OF CONC. TO SLOPE TOP CP CONC. TO 7O POST DRAM TTP. DRAIN, TTP. ' EXISTNC GRADE EXISiIrG GRADE - ,., 3m' DEEP 124 SONOtUBE .+ P7. bxb Post GET 30° FORM w/ MIN 30M DEEP N O' SONOTIDE �` `•� .� PIEER REIrSOFCEDCONC. FINER REPFORCED CONC. IA ALTERNATE POST ATTACHMENT I POST SECTION ALMI:ITEMA' A -I. scALE:Ia^"I'-m° LOCATIONS MAY N HEED' R OF POST ru ^ USE ADJ44 AT CON OST6 RSOPNON U A 115E ABU44 AT 4x4 POST9 AREA OF WORK X BRACE iV♦•cSE POSTS w/ % ( 2x8 w/ 6x6 BLOCK AT CROWW. art 2-I2 i BOLTS AT EACH CROSSING �4 rOtLH POST .NOTCH POST EL. ~o U ' o o - - \ A 42— �4 \\ GK ADDITI N W APPROX 2 242 42 SF. . � =vOB CODE COMPLWII O a !-N . _ _ __ __ __ I _ _ E3EDGES w/ OVER 30° ELEVATION __ - _ - __ `. ABP E GRADE 7fff ii ll \\Sm v ---- -__'STEP -S` _ ---- ---- PIN== _-___-'__-�i=1k=---_FEMOVE E%fSTN's RAILNGI A� ���_ _,__ III II II_ a � L. --"f W - _ /- - - ==�k= ___ -==cul— � ----\\\-- -__= m-- - - � � 7r � � EXISTING DECK �� , � pI(1 111III II Jl AREA OF 426 DECK g - --------------------- -_- _==�F; -w . fl� __-'� APPRDJC 4266F. IIIA III\\--- ___------ --------�- - -- -_- r w Fal WE EXISTW. OPEN TO BELOW Em X7 OPEN To BELOW EL.:0.0LANDSCAFE roclsLArtr o EL. =Off 0<14 TING TO REMAIN) EXISTING PATIO \ \\ EXIS7ING�ATIO ' EL. __I -g FRAM IN' PLAN N P�VIDE CODE COMPL NJ RAIL NGS Af T P r ALL AREAB 3m" OR MSTEP ABOVE GRADE: � � M Z SCALE: V4' -I' -O' RAILING CH TO BT aIt4=R - r ," l Q m r1 NOTES: ti M a I ALL HORIZONTAL FM INS TEMBERS TO BE P.7. No.2 /� 5 COMMUNITY DEVELOPMENT 2, ALLAMBTDBE z UU P F.T.� RT B THOSE DETAILED ARE TO BE APPROVED PNa, 2 E)fb. 3. HANGERS To BE LSW&WITH W45d O,OPTION EXISTING RESIDENCE A7 LOCATIONS SHOW.. n 6 4. ALL JOIST TO BEAMAND BEAM TO POST - HTERSECTIO15 TO HAVEN -SIM -SON H29 \ 5. DECKING MATMAL-10 BE AS SELECTED BT OWER: 6.. BOLTED OONJECT - TO BE W th'1 HD GAILY... MACHINE BOLTS, TWO JOINT. 6-O T S. ALL DM877SIOrL4 MAI BE ADJUSTED IN THE FIELD. 2.0 DRAWN $Y: JOIST SPANS NOT TO EXXIED II' -01 FIGP I=L00} PLAN - SCALE: V4'.I`m" SfII?8I'NO. OFFICE COPY nRAKPavAR A-1 � I I MAP SHOWING SURVEY OF LOT 11, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE: CURRENT PUBLIC RECORDS OF COUNTY, FLORIDA. i 1 a ar 1--RADIUS = 500.00' P.C. p t 1 LOT 12 1 ►'�. j 61 WOOD FENCE BETWEEN 10' -CONCRETE COLUMNS » N 89 46 20 E 238.84' FIELD) 1 ►m . f ## 20 � � sTucCo WALLS N 89"46'20 E � 238.81 FOUND 1/2" IRON FOUND 1/2" IRON PIPE, CAP L8256t _ PIPE, NO CAP : I t ia• ( 1.7� 7 CONCRETE A/C PAD WOOD STOOP Ill ry 0 g.2• o sn 3' ` ^ �f: ^ i 50.4' Q 0o t✓s I DRIveR w N t - 3 . STORY STUCCO FORMER COASTAL f CONSTRUCTION CONTROL 4 �'- ,, Q 0 o RESIDENCE Q, LINE AS SHOWN ON PLAT. 4 . .Q. -. : 1$.71 No. 2219 C ` fill O N PAVER \ i f> t4' COVERED w �C�{R�ETE. i Q v I ot ENTRY N CURRENT COASTAL � ! ', STUCCO COLUMNS �► (j1 `T9 0 15.0 .CONSTRUCTION CONTROL LINE. t [� (TYPICAL) O 25.1' '_ «. - p .. C7. LP TANK FILL VALVE CONCRETE CONCRETE WALK — —. WO WALK _ _ WOOD WALK _ FOUND,1 2" IRON FTttE tbl —I CONCRETE .., _ w _ •. # S 89"462)" W CONCRETE 232.70 FOUND 1/2" IRON PIPE, CAP L83672 1 o�g . W WOOD FENCE BETWEEN ( S 89'45'54' W 232.86' FIELD s Q t < o:a CONCRETE COLUMNS t LOT 10 o 0�• Z m i NOTES i i 1. THIS IS A BOUNDARY SURVEY. : 2. BEARINGS ARE BASED ON THE NORTH LINE OF F THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD LOT 11 BEING NORTH 89'46'20" EAST, AS PER PLAT. ZONE "X' (AREA OUTSIDE 500—YEAR FLOOD PLAIN), FLOOD 3. NO BUILDING RESTRICTION LINES PER PLAT, THIS SURVEY WAS MADE FOR THE BENEFIT OF Q� ZONE "AO" WITH A DEPTH OF 2 FEET AND FLOOD ZONE "VE'' 4. THE EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED LANDS. M. E. ZIRAKPARVAR & MARY M. ZIRAKPARVAR; Q VA 1 FEE A WELL AS WITH A BASE FLOOD ELEVATION OF 2 T S } CAN TIN NT 5. THE CURRENT COASTAL CONSTRUCTION CONTROL S RICHARD T, TITLE &ESCROW,. INC., BE DETERMINED FROM THE "FLOOD INSURANCE RATE LINE WAS CALCULATED FROM COORDINATE DATA FOR and OLD REPUBLIC NATIONAL REPUBLIC A TITLE INSURANCE I ,! MAP COMMUNITY-PANEL NUMBER 120075 0001 D, REVISED. I THE FORMER: COASTAL CONSTRUCTION CONTROL LINE COMPANY. I APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. AND FOR THE CURRENT LINE, - P.S.M. DONN W. BOATWRIGHT, R AN " NOT VALID WITHOUT .THE SIGNATURE D FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY. - FILE. 2009-0768 BRAWN BY. Swc BOATWRIGHT LAND SURVEYORS Inc. 1500 ROBERTS DRIVE , # JACKSONVILLE BEACH FLORIDA 241--85501 : gaTE: DECEMBER 22 2009 sHFT j of 1 _ _