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1209 BEACH AVE RESA21-0013 1.0SURVEY_1DocuSign Envelope ID: BD7209AF-3370-4CO8-A157-73DO3323D445 MAP SHOWING SURVEY OF LOTS 1, 2 AND 3, BLOCK 51, ATLANTIC BEACH CORPORATION, A REPLAT OF MAYPORT TERMINAL COMPANY'S MAP AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT p W PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOGETHER WITH THOSE LANDS LYING EASTERLY OF AND ADJACENT TO SAID LOTS 1, 2 AND 3, BLOCK 51, EASTERLY TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN AS RECORDED IN PLAT BOOK 35,GENERAL PROJECT NOTES: W o PAGES 59, 59A, AND 59B OF SAID PUBLIC RECORDS, AND BEING BOUNDED ON THE W ►-� NORTH BY AN EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 3 AND ON W �+ THE SOUTH BY AN EASTERLY PROJECTION OF THE SOUTH LINE OF SAID LOT 1. THE ATTACHED DRAWINGS DESCRIBE PROPOSED ALTERATIONS TO A SINGLE FAMILY Z W fs.i RESIDENCE AT 1209 BEACH AVENUE IN ATLANTIC BEACH, FLORIDA. ALTERATIONS WILL Q W W U OCCUR SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE. A FIELD PERMIT U pC U � o D.E.P. MONUMENT z�/ No. 72-81-A19 FOR THE PROPOSED WORK HAS BEEN ACQUIRED FROM THE FLORIDA DEPARTMENT OF W � � W � ,,4 F I �` $ ��`'' ENVIRONMENTAL PROTECTION. Q Q W �; +o��' 1 THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH Z W �' �a 1°° --- 40 ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL- 7TH EDITION ti O o H `3` ANGLE POINT SCALE. 1" - 20' (FBC), THE 2014 EDITION OF THE NATIONAL ELECTRIC CODE, THE 6TH EDITION OF (� w N W x OPPOSITE R-47 -+� o 0 THE NEPA 101 LIFE SAFETY CODE, THE 6TH EDITION OF FLORIDA FIRE PREVENTION ti A -+ i l+n CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR ��.�. l l NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. y1_"' rn D.E.P. CERTIFICATION: THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS r m 1/2• IRON ESTABLISHED IN SECTION 62B 33.008 OF THE FLORIDA ADMINISTRATIVE CODE. THE LOT 4 z FOUND PIPE. NOT LEG19LF- SITE FALLS BETWEEN RANGE MARKERS DU R-045 AND DU R-046 BOTH SHOWING A o 0.4' 100 YEAR STORM WAVE CREST ELEVATION OF 17.4 NGVD '29 OR 16.3 NAVD '88. i i {FIELD) � ALL BUILDING STRUCTURE IS TO BE PLACED ABOVE THAT ELEVATION. ALL GRADE ' 1 2T.24., 6.2' N83`24'254 ' 6 WOOD F NCE 237.45 yq o � REFERENCES IN THESE DRAWINGS ARE MEASURED RELATIVE TO NAVD'88. Q 83'2'x' 4C�E r 71 r- �'' Rncic wAt� THE STRUCTURE WILL COVER LAND DESIGNATED AS FLOOD ZONE X PER THE ILOT PouNo 10 /2- IRON s wootS �Nc> `s > �€ � i!� "' a ENCLOSED SURVEY. PIPE, INCAP 0. 1 a: WALL 1' R W000 DECK rA rq 70 Ln cAt WALK (A m ZONING INFORMATION: i ,Cg � co TILL PLDECK °' 15.6 cpjye �► �� wALL 145 �: $ 1-0-T 2 THE BUILDING DESCRIBED HEREIN IS AN EXISTING TWO STORY, SINGLE FAMILY � � WWII WO A GW 99 j. 116 RESIDENCE RESTING ON LOTS 1, 2 AND 3, BLOCK 51, ATLANTIC BEACH Qp A/O ' Fao OL 13.9 �� CORPORATION, A REPLAT OF MAYPORT TERMINAL COMPANY'S MAP AS RECORDED IN �° TWO STORY FRAM09 � PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, � Qi is 12.'8'�i 2.0' 2�.1 ` TWO sTaRY RESir}E{yGE „�wALK _ - � � )> Z FLORIDA TOGETHER WITH.... THE PROPERTY IS ZONED RS -1. ALL BUILDING SETBACK DIMENSIONS HAVE NOT a 4. FRAMF- L4.o rAR,a�EI LOT 1 CHANGED AND ALL RELATED REQUIREMENTS HAVE BEEN MET. MAXIMUM BUILDING ® O „� -4 �M FtESk4lE.t�CE l-� { � 13.4 � HEIGHT HAS NOT CHANGED AND REMAINS LESS THAN 35 ABOVE ANY CONSERVATIVE W 'n Ln • �" '" 2.9' �o � � -ic �'� ry.8 FOUND 112• IRON +�z ESTIMATION OF AVERAGE GRADE. O © 2s.i' {1A WALL PIPE. ANY FILL DERIVED FROM NEW FOOTING EXCAVATIONS OR WALKWAY MANIPULATION WILL C r �OCx BRICK WALK 27.2' BE PLACED IMMEDIATELY ADJACENT TO THE WORK AREA. ANY ADDITIONAL STRUCTURAL O'°" WALK t� fl.9' TE l l FILL REQUIRED WILL MEET FLDEP REQUIREMENTS FOR SOIL TYPE. C:�° PROPOSED IMPERVIOUS SITE COVERAGE IS LESS THAN 45% OF TOTAL SITE AREA. IT 4T� o � - = PLl1114 �� �q HAS INCREASED OVER EXISTING COVERAGE BY LESS THAN 250 SF SUCH THAT NO � O� CIC WA 1'45" 239. 7FIELD) 0 STORM WATER RETENTION IS REQUIRED. EXISTING DRAINAGE PATTERNS HAVE NOT 11.69' S$3.21 45 W 237.57 L CHANGED. SEE SHEET 1.2 FOR COVERAGE NOTES. U i FOUNA 1 �,2. IRON CAP C1 NO EXISTING TREES WILL BE REMOVED OR REPLACED. PIPE, No 0 STREETROAD BUILDING INFORMATION: F+y >1 +�j ��,,,,�,, NOTES- c,+ f Nye L�WAY PAVED 4'UBL1C 40' RIGHT O '� THE PROPOSED BUILDING OCCUPANCY IS TO BE SINGLE FAMILY RESIDENTIAL, GROUP o 1. THIS IS A BOUNDARY SURVEY. �8+ R-3 �/� 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON THIS FIRM, JOB N0. 2014-0139 DATED FEBRUARY, 2014. SURVEY BY �,' - , I•� THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V -B. EXISTING V 1 3, NO BUILDING RESTRICTION LINE AS PER PLAT. m o 0 IMPERVIOUS: FLOORS AND WALLS ARE WOOD FRAME OVER A PERIMETER STEM WALL WITH 4. THE EROSION CONTROL LINE SHOWN HEREON HAS BEEN ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL HOUSE = 1,780 SQUARE FEET CONTINUOUS FOOTINGS AND ISOLATED INTERNAL PIERS. THE PROPOSED ELEVATOR COUNTY FLORIDA. �i� �„ GARAGE = 618 SQUARE FEET 5. EROSION CONTROL LINE BASED ON STATE PLANE COORDINATES RECORDED IN PLAT BOOK 35, PAGES 59 - 598. AS o ri -- �' HARDSCAPE = 4,353 SQUARE FEET AND WILL BE CONVENTIONALLY FRAMED WOOD. THE WORK DESCRIBED HERE IS r r WOOD = 1,075 SQUARE FEET CONSIDERED TO CONSTITUTE A LEVEL 2 ALTERATION PER FBC SUCH THAT ALL NEW T XIPERVIOUS=11,510rn TOTAL SQUARE FEEr1NOT WORK WILL MEET CURRENT CODE REQUIREMENTS BUT THE EXISTING STRUCTURE WILL BE MODIFIED TO MEET CURRENT CODE REQUIREMENTS. SEE STRUCTURAL I R-48 `� LOT SIZE=17,885 SQUARE FEET DRAWINGS FOR STRUCTURAL DETAIL. 0 PERCENTAGE OF IMPERVIOUS=43.87 NO PROPOSED WORK WILL VIOLATE ANY PREVIOUSLY ISSUED PERMITS OR ADVANCE THE SEAWARD LIMITS OF THE EXISTING STRUCTURE. THE PROPOSED WORK IS NOT CONSIDERED A SUBSTANTIAL IMPROVEMENT TO THE EXISTING STRUCTURE. THE MATERIAL COST OF THE WORK IS CONSIDERED TO BE LESS THAN 50% OF THE MARKET VALUE OF THE EXISTING STRUCTURE. NO NEW EXTERIOR LIGHTING WILL BE ;� ADDED. f� i ANGLE POINT THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONES X,(AREA OF MINIMAL FLOOD HAZARD) AND COASTAL oPPo19TE-49 l 587`8'28�228��1 _ -� D.E.P. MONUMENT 1 No. 72-81-A20 JUDITH S. BEAUBOUEF. PROPOSED PROJECT SCOPE INCLUDES: N FLOODPLAIN ZONE "VE" (EL 12 FEET) AS WELL AS CAN BE s DETERMINED FROM THE FLOOD INSURANCE RATE MAP 1. THE REMOVAL OF SOME EXISTING WINDOWS AND KITCHEN CABINETS. EXISTING wE (D NUMBER 12031CO409J REVISED NOVEMBER 2, 2018 FOR ROOF OVERHANG WILL BE CUT BACK IN PLACES. DUVAL COUNTY, FLORIDA' �--► 2. THE INSTALLATION OF A NEW ELEVATOR TO BE HOUSED IN A STRUCTURAL JASON D. BOATWRIGHT, P.S.M. ADDITION TO THE HOUSE. THE FOOTPRINT OF THE ADDITION WILL BE S "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL FLORIDA UCENSEI3 SURVEYOR and MAPPER No. LS 7292 APPROXIMATELY 36 SF. A NEW ROOF WILL COVER THE ADDITION AND EXTEND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 BACK OVER THE EXISTING HOUSE ROOF TO TIE INTO IT. ALL NEW MATERIALS WILL MATCH THOSE EXISTING. ALL NEW WATERPROOF MEMBRANES AT ROOF AND 10' 20' 40 CHECKED BY; FILE: 2021-0285 [D:RAYM BY•, DAF BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DAA„ MARCH 26, 2021 SHEET 1 OF 1 WALLS WILL BE PROPERLY FLASHED AND MARRIED TO EXISTING IN ORDER TO MAINTAIN THE INTEGRITY OF THE BUILDING ENCLOSURE ENVELOPE. 7 DRAW N N D E X o EXISTING SURVEY AND PROJECT ARCHITECTURAL DRAWINGS: NOTES SHEET 1.0= EXISTING SURVEY AND PROJECT NOTES SHEET 1.1 = SITE PLANS SHEET 2.0= FIRST FLOOR PLANS SHEET 3.0= SECOND FLOOR AND ROOF PLANS 10 SHEET 4.0= BUILDING ELEVATIONS • SHEET 5.0= WALL SECTION AND DETAILS 06-04-21 SHEET 6.0= ELEVATOR DETAILS STRUCTURAL DRAWINGS: SHEET S-1= FOUNDATION PLAN AND WALL SECTION D 1j,4 - SHEET S-2= FRAMING DETAILSb IIV DocuSigned by.,f'�. SHEET S-3= GENERAL NOTES =' - 90C3D8D7869746D... ; '`•• 6/4/2021 rj �Rr D�