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178 Beach Ave interior remodel new french doors 2013 i i i � > 11 p cn o o I I HAM l I I � 1 I 1 , I i 1 I i 1 I I I I I I 1 i I ( I E�CISTING� /C O I � 1 z z 0 — 0-) 0 e I 1ry SIE EXISITNG ELECTRICAL LAYOUT TO REMAIN I I I U :D I1 II I Ld � z NEW HDR FOR NEW DOORS — I ( 1 (SEE ENGINEERING � DASHECk4AME INDICATE EXISTING_1 _.,._. -AtY- z W m Ir- - _ 11 = z IEX f S1 A+S I 1I 0 UOOQ i ! I - -- - u I _j w'© TEMPORARY T&G WALL TO BE REM VED 1— — z m J d- tl 1 I 1 1 " - Lo bi QzL-�N M QLo z0 PLUMB FOR FUTURE SINK p O U(.D DEMO THESE AREAS k _ Q II � 00 I EWA ' REMOVE THESE WALLS 6'-9" 9'-2" 1 PARKING BUMPERI — — NEWOAD BRG BEAM PER ENG114EER` 23'-0" I r O r I / -- Ld N NEW A i XT - r Zi (n ro J I r- Y I r -- -I r '1 I ! I ,1 ( Fn v �NEw SHOWER O I O 3 (FIELD VERIFY SIZE) UwU 3t 00 P II ►3 �I - I I z QQQ X ( o ( ] w w V) 00 Q _ A I ! I o Lu ry � 00 Fl Z. � _ ___ _ _ _ _ —��j mor DASHED LINE INDICATE EXISTING U W r-- Q EXISTING PLAN 1 Z4" = 1 ' -- 0 " DEMO PLAN !Z4 1 ' - 0 " PROPOSED PLAN 1 /4 1 ' - 0 " ` DIMENSIONS ARE APPROXIMATE. CONTRACTOR MUST VERIFY DIMENSIONS ARE APPROXIMATE. CONTRACTOR MUST VERIFY DIMENSIONS ARE APPROXIMATE. CONTRACTOR MUST VERIFY Revised: 6/20/13 FILE COPY DIMENSIONS ARE APPROXIMATE. CONTRACTOR MUST VERIFY ELECTRICAL LAYOUT TO REMAIN GENERAL NOTES ALL-THREAD NOTES a 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR i EDITION,ACI, NDS,APA AND ASCE?-10. BEARING WALLS,4'0.C. IN ALL INTERIOR WALLS,UNLESS NOTED OTHERWISE ON PLANS. I I I I m c�7 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF I f -- -_-_---_- J _ __ _ COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: -- - ---, I T -f I T-f I T I "PLYWOOD FLOOR DECKING Q ! F - 1 2 2X8 2:1 I r -- -- --- i I I I I I ( I O I I FASTENED TO JOISTS WITH 8d NAILS z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. a� THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) I I 1 I I I I I I 6 I IE z O OTHERWISE ON THE PLANS. C.PLACE CORNER RODS I r--------- �L T -I- L -I-L J I I z p 0 D. PLACE ALL OTHER RODS. S1 I I 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE I I I I ' a O I I2X8 JOISTS SET BETWEEN EXISTING OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY I I I I I ( JOISTS AT 16"O.C. FASTEN TO BEAM w SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH I I I I I I I /-FILLER WITH LUS28,ALL HOLES 0 � DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. I i I I I I I I FILLED WITH 10d NAILS. ASSUMING 2000PSF SOIL CAPACITY. I L 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: I I I WBX67 STEEL BEAM.(2)2X8 FILLER c WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. I I I I WITH(2) 'PLYWOOD FLITCH PLATES, 1 I 1 W o 6"-TYPICAL WALLS, MONOLITHIC FOOTING I I RIPPED TO 6.5"DEPTH. FASTEN Q 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING I LH S1 FILLER TO STEEL WITH(2)ROWS OF z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS I I I I 3/4"BOLTS AT 12"O.C.STAGGERED. g NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY S2 INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN i i If�4--%STEEL W z° DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. I p p SECTION WITH FLOOR TEMPORARY BRACING/SHORING TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O. I i 1-1/2"= 1'-0" CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE ( 2 2 RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS S1 " ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW S1 V CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" -- -- - - -- z ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. I Fr_= --- --� I __ _ _ __ I W 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. I I I I I ; ( I � _J i 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS I I I i I I I I �-� �- z ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM I r , I O D 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 I I ( L-- ------,I I I I I � / I I I _ CV) THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". - I I ; I I I 1 �/ I I O N " AND 5/S5 FOR STRAPPING ALTERNATIVES. I I i - 1 I I'- 1I ; ;I I I 101 -� 1 = W M 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED EPDXY NOTES I i I I I 1 OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON I I I I I PIPE COLUMN.SEE PLAN D = Z LL I ------ { I I I W PRIOR TO POURING. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER p I i ; ;I I I E---1 I I FOR SIZE. V > _ EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. I ; ;1 I I I U) W = Q COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% ( L �__ _ �J I I 3/16 m ,qU LL1 ! MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE I r ! I h BASE PLATE.SEE z `'-' U_ FOOTING. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: I TL - I I O W co I i I I i I I DETAIL. " V ~ 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. I I I �> / oil I I (4)3/4 BOLTS,6 INTO (� Z FOOTING. J6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", QIN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFA,CTURER'S SPECIFICATIONS I � -� I 30X30X1$FOOTING WITH W -L-l�C-- -- - --- - - WHICHEVER IS GREATER. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN _ ___ T ! ACCORDANCE WITH APPLICABLE SAFETY LAWS. �-- ----- -- - �� ��-- ---- - �---��-- -�-- -----L_- - �- --� I (3)#5BARS EACH WAY. � Q 1 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". z W 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 a Q 8, REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS: PSI AND TENSILE STRENGTH OF 2,300 PSI. 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH _ O U N DAT I O N PLAN 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY DIAMETER OF THE STEEL MEMBER BEING INSTALLED. REINFORCEMENT. a a 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS a INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE LAITANCE, DUST, DIRT,AND OIL. A Q a DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. _ Cl) 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE - ® � 0' 00 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIE I I I I I I 3 o 3 o STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS ` a a o PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE o 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALL.S, THE TOP TWO COURSES OF IW#4,�gHA Dt� rSE SUBMITTED TO THE E AA100 Tf E- 01 5 -- . COLUMN BASE DETAIL i STEMWALL MUST BE FILLED. WORK. I W8X67 STEEL BEAM FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD Z CONSTRUCTION. 2, DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. (4) 1/2"THREADED STUD 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE 95 FASTENING BOTTOM FLANGE TO BASE PLATE. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 6" 11 --- 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSUREr r '� TOP PLATE TO HEADER: W TREATED. SSP AT 16"O.C. � � 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g 1 PH 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 1e7EXISTING TOP PLATE TO REMAIN. W 7. DIMENSION LUMBER TOP PLATE,WELDED TOF7 W 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS COLUMN BELOW AS SHOWN. �^� 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 1/4" ) SEE DETAIL. 1/4" i KING STUDS TO TOP AND BOTTOM V 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF PLATE WITH SSP. RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND APPROXIMATE NEW HEADER. SEE PLAN FOR SIZE, LENGTH PER THE DETAILS. HSS4X4X1/4"STEEL COLUMN KINGS AND CRIPPLES. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED SITE LOCATION SUPPORT. FROM FIGURE 1609A,FOR RISK 0 BELOW: LEVEL 11 CONSTRUCTION, 130 MPH c CRIPPLES TO HEADER: C6 8d=0.131"x 2-1/2" 3 BEAM TO COLUMN 10d=0.148��x 3" �� 3 1-0 MSTA18 WITH(6) 10d ill HEADER,(8) 7 oW.v 12d=0.148 x3-1/4 DUVAL COUNTY WIND SPEED MAP "_ " 10d IN CRIPPLE c 00 T, 16d=0.162"x3-1/2" THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS W W 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN REGION. NO OPENING PROTECTION IS REQUIRED. AND/OR THE FOOTING DETAILS SHEET. � i tV M 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 1 " 71" 1 " CRIPPLES TO HEADER: MSTA18 xID 1„ 1" 2 mid WITH(6) 10d IN BAND BOARD. Q fA m o LOAD TABLE ,� '� �- < m 9 M c aD ROOF: ` LIVE LOAD: 20.0 PSF 10"x10"x1/2"THICK EXISTING FLOOR JOISTS N CD Y N BASE PLATE. U M ' 9 DEAD LOAD: 7.0 PSF r-� o ,=1� EXISTING FOOTING TO REMAIN I O 3/16„�- �y WA 11 CEILING: LIVE LOAD: 10.0 PSF rN LIVE LOAD-STORAGE: 30.0 PSF 13/16"0 BOLT3/16" •'• • ".N�'•q'pjt DEAD LOAD: 5.0 PSF COMPONENT AND CLADDING -1-o - HOLE(TYP 4). 10" 6.5"x12"x1/2"THICK 13/16"0 BOLT HOLE FLOEOLOAD: 40.0 PSF DESIGN PRESSURES TOP PLATE. (TYP 4). S� TYPICAL HEADER FRAMING DETAIL DEAD LOAD: 10.0 PSF TOP PLATE DETAIL ASE PLATE DETAIL 6 � DECK LIVE LOAD: 50.0 PSF EFFECTIVE INTERIOR ZONES, � � 1/2"= 1'-0" AREA, SF END ZONES, PSF PSF WIND LOADS: 1-1/2"= V-0" 13 1-1/2" a sm59MWIND SPEED: 130 MPH 0-20 35 -45 35 -38 -0& EXPOSURE: C FILE C P y Sheet No. IMPORTANCE: 1.0 20-50 33 -41 33 -36 BUILDING CATEGORY: 11 mu ENCLOSED BUILDING: 50-100 31 -39 31 -34 INTERIOR PRESSURE COEFFICIENT: 0.18 100-200 29 -35 29 -33 REVIEWED FOR CODE COMPLIANCE S1 ROOF PITCH: MATCH EXISTING CITY OF ATLANTIC BEACH SEE PERI rrs FOR ADDITIONAL MUIRFsMENTSAND CONDITIONS. REEVIEWM> DATE 17-1 r7 3 1 OF 1 This document,together with the concepts and designs presented herein Is Intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shallbe without fiablfity to Alexander Grace Corn:uping,Inc. NOTES TO USERS LEGEND This map is for use In administering the National Flood Insurance Program. It does FLOODING EFFECTS FROM 520000 FT SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO not necessarily Identify all areas subject to flooding, particularly from local drainage PABLO CREEK/ 52500OFT INUNDATION BY THE 1% ANNUAL CHANCE FLOOD 81 26' 15" sources of small size. The communIty map repository should be consulted for ZONE A INTRACOASTAL WATERWAY The 1%annual chance flood(100-year flood),also known as the base flood,is the flood that has JOINS PANEL 0406 810 24'22.5" possible updated or additional flood hazard information. 30*20'37.5" a 1%chance of being equaled or exceeded In any given year, The Special Flood Hazard Area is the area subject to flooding by the 1%annual chance flood. Areas of Special Flood Hazard ZONE AE 30*20'37.5" To obtain more detailed information in areas where Base Flood Elevations (BFEs) 2185000 FT 0) FLOODING EFFECTS FROM include Zones A,AE,AH,AO,AR,A99,V,and VE. The Base Flood Elevation Is the water-surface and/or floodways have been determined, users are encouraged to consult the Flood SHERMAN CREEK elevation of the 1%annual chance flood. FEATHERWOOD Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained BRAZEALIE LANE ZONE A No Base Flood Elevations determined, COURT within the Flood Insurance Study (FIS) Report that accompanies this FIRM. Users ZONEAE Base Flood Elevations determined. should be aware that BFEs shown on the FIRM represent rounded whole-foot C4 S SULLDARY ROAD elevations. These BFEs are intended for flood insurance rating purposes only and ZONE AH Flood depths of I to 3 feet(usually areas of ponding); Base Flood Elevations should not be used as the sole source of flood elevation information. Accordingly, 00 determined. 7 HIDDEN 0 6 1 flood elevation data presented in the FIS Report should be utilized in conjunction with COVE CIR DILLARD ROAD CITY OF JACKSONVILLE ZONE AO Flood depths of 1 to 3 feet(usually sheet flow on sloping terrain); average the FIRM for purposes of construction and/or floodplain management. depths determined. For areas of alluvial fan flooding,velocities also determined, 120077 Coastal Bass Flood Elevations shown on this map apply only landward of 0.0' CLEARVIEW LANE ZONE AR Special Flood Hazard Areas formerly protected from the 1%annual chance Q 0) '0 lox & flood by a flood control system that was subsequently decertified. Zone North American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be 1 a AR indicates that the former flood control system is being restored to provide aware that coastal flood elevations are also provided in the Summary of Stillwater HARVEL LANE DUTTON ISLAND ROAD protection from the 1%annual chance or greater flood, Elevations table In the Flood Insurance Study Report for this jurisdiction. Elevations ZONE A99 Area to be protected from 1%annual chance flood by a Federal flood shown in the Summary of Stillwater Elevations table should be used for construction LINKS protection system under construction;no Base Flood Elevations determined. and/or floodplain management purposes when they are higher than the elevations W 2 IDE CT shown on this FIRM. ZONE V Coastal flood zone with velocity hazard(wave action); no Base Flood Elevations % 8 5 DUDLEY STREET determined. PAo�. W SIMMONS ROAD ZONE AE W ZONE VE Coastal flood zone with velocity hazard(wave action); Base Flood Elevations Boundaries of the floodways were computed at cross sections and interpolated STEWART STREET (EL 6) determined. PARADISE between cross sections. The floodways were based on hydraulic considerations with CIRCLE LEWIS STREET M W regard to requirements of the National Flood Insurance Program. Floodway widths 40 FLOODWAY AREAS IN ZONE AE Lo and other pertinent floodway data are provided in the Flood Insurance Study Report MEALY DRIVE 0 WALTER ROAD M LU for this jurisdiction. 0 ROSERTSTREET The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of 18 PARADISE COURT encroachment so that the 1%annual chance flood can be carried without substantial Increases In Certain areas not in Special Flood Hazard Areas may be protected by flood control 17 FORSYTHCT flood heights. structures. Refer to Section 2.4 "Flood Protection Measures"of the Flood Insurance KESTNER ROAD EDGAR STREET Study Report for information on flood control structures for this jurisdiction. STANLEY ROAD OTHER FLOOD AREAS ZONE AE The projection used in the preparation of this map was Florida State Plane 4C 1-9 FLOODING EFFECTS (EL 6) ZONE X Areas of 0.2%annual chance flood; areas of 1%annual chance flood with as NAD 83, GIRS 1980 AC SON average depths of less than 1 foot or with drainage areas less than 1 square MARSH VIEW COURT East Zone(FIPS zone 0901). The horizontal datum w 70-9 FROM SHERMAN CREEK CITY OF ATLANTIC BEACH spheroid. Differences in datum, spheroid, projection or UTM zones used in the ROAD mile;and areas protected by levees from 1%annual chance flood. production of FIRMS for adjacent jurisdictions may result in slight positional MEMORIAL DR 120075 OTHER AREAS differences In map features across jurisdiction boundaries. These differences do not Lu affect the accuracy of this FIRM. EVY ARDELLA ROAD RICHARDS 0: ROAD LANE ZONE X Areas determined to be outside the 0.2%annual chance floodplaln. 711 QCI?t ZONE D Areas in which flood hazards are undetermined,but possible. Flood elevations on this map are referenced to the North American Vertical Datum of 'M�� 1988. These flood elevations must be compared to structure and ground elevations DONNe COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS RRD referenced to the same vertIcal datum. For information regarding conversion --"56 ODOM N between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988, visit the National Geodetic Survey website at tu- SAILFIISH DRIVE OTHERWISE PROTECTED AREAS(OPAs) http:/Avww.nas.noaa.go or contact the National Geodetic Survey at the following CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas. address: W AMeERJACKLANE 1%Annual Chance Floodplain Boundary NGS Information Services 0.2%Annual Chance Floodplain Boundary NOAA, N/NGS12 0 Ui 0 National Geodetic Survey Floodway boundary BONITA ROAD SSMC-3, #9202 30045 Zone D boundary 1315 East-West Highway ----- ----- ------------ ---- Silver Spring, Maryland 20910-3282 PLAZA DRIVE -------- CBRS and OPA boundary W (301) 713-3242 U1 W a W Boundary dividing Special Flood Hazard Area Zones and boundary t; 11), CUTLASS to DRIVE dividing Special Flood Hazard Areas of cifferent Base Flood Elevations, To obtain current elevation, description, and/or location information for bench marks d depths,or flood velocities, shown on this map, please contact the Information Services Branch of the National REDFIN DRIVE 4) Base Flood Elevation line and value; elevation in feet* Geodetic Survey at(301) 713-3242, or visit its website at http://www.ngs.noaa.ao . La 54 X 5 . (EL 987) Base Flood Elevation value where uniform within zone; elevation In Bass map information was provided in digital format by City of Jacksonville, Florida. SABALO DRIVE V, feet* This data was created In State Plane NAD 83 HARN Coordinates, U.S. Survey Feet. 9TH ST *Referenced to the North American Vertical Datum of 1988 Aerial photography of the area was captured during 2007. ?es LU Cross section line 17 The profile basellnes depicted on this map represent the hydraulic modeling baselines V ,U), that match the flood profiles in the FIS report. As a result of improved topographic data, W),; Transect line the profile baseline, in some cases, may deviate significantly from the channel ze� -— — — — — - culvert centerline or appear outside the SFHA. 'Irk 2180000 FT-- 70 Bridge Based on updated topographic information, this map reflects more detailed and up-to-date stream channel configurations and floodplain delineations than 45-02'08", 93'02'12" Geographic coordinates referenced to the North American Datum of 1983(NAD 83)Western Hemisphere those shown on the previous FIRM for this jurisdiction. As a result, the Flood 0 3100000 FT 5000-foot ticks: Florida State Plane East Zone Profiles and Floodway Data tables for multiplestreams in the Flood _J &A I (FIPS Zone 0901),Transverse Mercator projection LU Insurance Study Report (which contains authoritative hydraulic data) may reflect '/is Z DX55 10 x Bench mark(see explanation In Notes to Users section of this FIRM stream channel distances that differ from what is shown on the map. Also, the U.1 C<L Z panel) road to floodplain relationships for unrevised streams may differ from what is (0 < & shown on previous maps. Z CL FT1,000 River Station 4 W 0 VIE Z CUNA ROAD Corporate llmlts shown on this map are based on the best data available at the time 0 MAP REPOSITORIES Refer to Map Repositories list on Map Index Of publication. Because changes due to annexations or de-annexations may have W occurred after this map was published, map users should contact appropriate > M CAVALLA ROAD EFt r _,CTIVE DATE OF COUNTYWIDE community officials,to verify current corporate limit locations. M 0 " OOD INSURANCE RATE MAP �,s Z Z -4 0-1 June 3,2013 Please refer to the separately printed Map Index for an overview map of the 025 �15 33 55 ODOM N EFFECTIVE LTE(S)OF REVISION(S)TO THIS PANEL county showing the layout of map panels; community map repository addresses; Hopkins Creek dates for each community as well as a listing of the panels on which each community "I" 'A I ST STREET and a Listing of Communities table containing National Flood Insurance Program CULVERT- is located. 30025 m For information on available products associated with this FIRM visit the Map For community map revision history prior to countywide,mapping,refer to the Community 3002011ill M Service Center (MSC) website at http://msc.fema.aay. Available products may 6 ZVNEAE Map History table located in the'Flood Insurance Study report for this jurisdiction. ANTIC SOUL 300'1' ATL EVA include previously Issued Letters of Map Change, a Flood Insurance Study Report, To determine if flood Insurance Is available In this community,contact your Insurance agent and/or digital versions of this map. Many of these products can be ordered or NOW W 4000"Rome.— . ........ ,NWANMW� or call the National Flood Insurance Procirarn at 1-800-638-662D. obtained directly from the MSC website. FLOOD DISCHARGE 2 ad CONTAINED IN CULVERT LEMON STREET If you have questions about this map, how to order products, or the National Flood Insurance Program in general, please call the FEMA Map Information OCEANWOOD 0 0 DRIVE ;V 0 eXchange (FMIX) at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA _Z1 .0 1 , 7 MAP SCALE 1 600' 00 1W OA +, website at httg://www.fema.goylbusiness/nfl N-A, Soo 250 0', 1000 %W FEET LU METERS 4. 150 ISO 300 0 Hopkins Creek k,R ilhP "Ilk BUDDY CROUT LAN SAYROAD 0 Of- 10* 0 GS Val PANEL 0408H GOLDENROD CIA LANE -el%_AN E FIRM 01AXMIRE a Afp400p 72, NWOOD DRIVE n FLOOD INSURANCE RATE MAP OCEA 38 ovol M DUVAL COUNTY, r A. Mr si A CD MAYRE BRANT LOOP % FLORIDA A41, i CEDAR STREET to M A (ALL JURISDICTIONS) ;m_ C., 10 A,!f LANE DRIVE lam 6 PANEL 408 OF 675 PELICAN CT QD (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: ---------- --------- — ----------- — ------------- ——33 000M 54 N PANEL SUFFIX uOMMUNI NUMBER STRICKLAND ROAD ATLANTIC BEACH, 120075 0408 H 101 CITY OF 30010S JACKSONVILLE, 120077 0408 H CULVERT MD CITY OF 30007 NEPTUNE BEACH, 120079 0408 H JARSOELANE CITY OF 2175000 FT-- CITY OF NEPTUNE BEACH 105S 1,20079 FOREST AVENUE Z 4 Z PX m k M -rRAIL Ulu Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject rn community. 30* 18'45" 1jM__MA LANE 0071 , 81 26' 15" JOINS PANEL 0416 300 18'45" MAPNUMBER 0 0 4 Vol 58000mE 459ob 81 0 24'22.5" 12031CO408H OmE 4 60OOOmE 1will EFFECTIVE DATE ND S JUNE 3y 201; Federal Emergency Management Agency