Zoning approved ARCH. DWGS R-1 SET revision 3-8-23TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES
38 & 40 DUTTON ISLAND ROAD EAST12-21-22HGPA-1ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSFRANCIS AVENUE IMPERVIOUS SURFACE CALCULATIONS:1,002 S.F.95 S.F.9 S.F.1,106 S.F.44.7%AREA:POST CONSTRUCTION:2,470 S.F.LOTHOUSECONCRETE, (DRIVE, STOOP)EQUIPMENT PADTOTAL IMPERVIOUS SURFACE AREA% IMPERVIOUSIMPERVIOUS SURFACE CALCULATIONS:1,227 S.F.101 S.F.9 S.F.1,344 S.F.44.2 %AREA:POST CONSTRUCTION:3,040 S.F.LOTHOUSECONCRETE, (DRIVE, STOOP)EQUIPMENT PADSTOTAL IMPERVIOUS SURFACE AREA% IMPERVIOUSGARAGE14070 O.H.5" DROP3/4" DROPUPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICECL 18'-4"21'-10"
6068 SLID.
REF.
ICE
K-3398SAN RAPHAELTOILETSVITREOUS CHINA
3'-5"
UPSTAIR
1014"1014"KITCHENP'DRP'DRCLO.STO.KITCHENLIVING ROOMGARAGE5/8" TYPE X GWB CEILINGLIVING ROOMPORCH2'-6"4'-0"7'-812"19'-512"54'-8"14'-612"9"
6'-10"3'-5"11'-212"21'-512"UNIT BUNIT A
20' FRONT YARD SETBACK LINE
20' REAR YARD SETBACK LINE
10' SIDE YARD SETBACK LINE3/4" DROP3/4" DROP3/4" DROP16070 O.H.DININGPORCHCONCSTOOPGRAVEL WALK4'x4
' CONCSTOOPGRAVEL WALKA/CPADA/CPADA/C10'-512"11'-0"8'-1"9'-0"
18'-4"57'-2"DEMISING LINESTORAGEUNDERLANDING6'-4"6'-4"4'-212"14'-5"8'-812"12'-10"10'-1112"40'-2"
32.00'CONC DRIVEWAY2'-0"3'-0"4'-6"3'-0"2'-0"CONC.GRAVELGRAVELCONC.CONC.3'-612"2'-6"11'-6"4'-112"9'-0"8'-7"28804'-1"712"5'-0"4'-0"2'-9"10'-2"1,111 S.F.TOTAL IMPERVIOUS SURFACE AREA AVAILABLEE.W.C.BELOWLANDINGH.B
.H.B.H.B.H.B
.GRAVELOFF GRADEWOOD DECK1'-0"2'-0"3'-0"2'-0"3050 D.H.3050 D.H.3044 D.H.3044 D.H.6068 SLID.3050 D.H.3050 D.H.3044 D.H.2868 S.C.CLOSURE30
8
02868 S.C.CLOSURE24403044 D.H.30807'-6" SIDE YARD SETBACK LINE7'-8"14'-2"1A-41A-52A-63A-52A-51A-62A-795.00'32.00'
26.00'
26.00'95.00'SIM.1A-710'-11"3'-812"4'-512"2'-412"A T L A N T I C B E A C H , F L O R I D A TOWNHOUSES38 &40 DUTTON ISLAND ROAD EASTNORTHINDICATES DIRECTION
OF NORTHXA-XSECTION
DRAWING NUMBERSHEET NUMBER WHERESECTION IS DRAWNXA-XDETAIL
DRAWING NUMBERSHEET NUMBER WHEREDETAIL IS DRAWNSYMBOLS3 1/2" DROPDOWN6'-712"DOWN5" DROP5" DROP3'-412"288024682468DOWNSILT FENCE w/ FILTER CLOTH(MIRAFI, POLYFILTER OR APPROVEDEQUAL) ON WOOD STAKES @ MAX. 6'-0" O.C.GRADEBACKFILL FENCE AFTER PLACING FENCEFLOWSTAKED TURBIDITY BARRIERSCALE: 3/4"=1'-0"T-111. PLACE FENCE AT ENTIRE PERIMETER OF SITE.2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORKPERIOD, BUT SHALL BE REPLACED AT THE END OF WORKPERIOD.4" MIN 3'-0"CONSTRUCTION MANAGEMENT PLANSCALE: 1/4"=1'-0"SITE PLANFIRST FLOOR PLANSAPPLICABLE CODES:FLORIDA RESIDENTIAL BUILDING CODE2020NATIONAL ELECTRIC CODE2017CITY OF ATLANTIC BEACH ZONING CODESCOPE OF THE WORK:CONSTRUCT 2 TWO STORY TOWNHOUSESINDEX OF DRAWINGS:T-1TITLE SHEET, SITE PLANS, DATAA-1A-2A-3FIRST FLOOR PLAN, DATAA-4WALL SECTIONSE-1FIRST FLOOR ELECTRICAL PLAN, LEGENDELEVATIONSA-5WALL SECTIONSA-7WALL SECTIONSA-6WALL SECTIONSSECOND FLOOR PLANE-2SECOND FLOOR ELECTRICAL PLANDUTTON ISLAND ROAD EAST
APPROX EDGE OF PAVEMENT
EXISTING CONC. SIDEWALK DUMPSTER CANTOILETCONC DRIVEWAYGRAVELRETENTION AREASEE CIVIL DRAWINGS10'-1112"13'-2"WRAPPED P.T.6x6 POST, TYP.WRAPPED P.T.6x6 POST, TYP. 2x6 2x6 2A-6COORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNCOORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNAREAS: 38 DUTTON ISLAND ROAD EASTFIRST FLOOR AIR CONDITIONEDGARAGES1 ST FLOOR OPEN PORCHES ETC.SECOND FLOOR AIR CONDITIONED69 S.F.1,152 S.F.FIRST FLOOR AIR CONDITIONED727 S.F.425 S.F.GARAGE1 ST FLOOR OPEN PORCHSECOND FLOOR AIR CONDITIONEDAREAS: 40 DUTTON ISLAND ROAD EAST44 S.F.978 S.F.582 S.F.393 S.F.40 DUTTON ISLAND ROAD EAST38 DUTTON ISLAND ROAD EAST5/8" TYPE X GWB CEILING20' REAR YARD SETBACK LINE20'-2"1'-11 12"112-23-234'-0" PORCH EXTENSION
11(VEHICLES DELETEDFOR CLARITY)112'-0"
CONC DRIVEWAY
8'-212"12'-6"1'-4"Harleston ParkesDigitally signed by Harleston ParkesBy Toni Gindlesperger at 10:06 am, Mar 08, 2023
TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPA-3ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONS1'-8"1'-8"FRANCIS AVENUE ELEVATIONSCALE: 1/4"=1'-0"DUTTON ISLAND ROAD ELEVATIONSCALE: 1/4"=1'-0"
DEMISING LINE
ROOF LINE BEYONDROOF L
INE
BEYONDGRADEFIRST FLOORWINDOW HEADTRUSS BEARING9'-118"SOUTH ELEVATIONSCALE: 1/4"=1'-0"1'-8"WEST ELEVATIONSCALE: 1/4"=1'-0"DEMISING LINE
27'-558"812812812812812FLOOR TRUSS BEARINGSECOND FLOORWINDOW HEAD6" EXPOSURE CEMENT FIBERSIDING ON 12" NOM. ZIP-WALLSTRUCTURAL SHEATHING ON 2x6STUDS @ 16" O.C. w/ R-21 BATTINSULATION, 12"GWB INTERIOR1x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.38 & 40 DUTTON ISLAND ROAD EAST1'-1112"3'-10"1112-23-2311By Toni Gindlesperger at 10:06 am, Mar 08, 2023
FLOOR TRUSS BEARING1-6" SIMPSON SDWCSCREWS @ EA. ROOFTRUSS4.812512SECOND FLOOR"HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 31S-26" EXPOSURE CEMENT FIBER SIDING ON\" NOM. ZIP-WALL STRUCTURALSHEATHING ON 2x6 STUDS @ 16" O.C. w/R-21 BATT INSULATION, \" GWBINTERIOR8"9'-118"1'-234"9'-118"
10'-378"A-41BUILDING SECTIONSCALE: 1/2"=1'-0"1x2 BATTENS @ 16" O.C.ON 5/16" C.F. PANELS ON \"NOM. ZIP SHEATHING ON2x6 WOOD STUDS @ 16"O.C.LIVING ROOM1'-8"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPA-4ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSGRADEFIRST FLOOR1-SIMPSON SDWC15600SCREW @ EACH TRUSSOR RAFTER1 SCREW - 510# UPLIFT2 SCREWS - 980# UPLIFT3 SCREWS - 1,470# UPLIFT1-SIMPSON SDWC15400SCREW @ EACH STUDTO TOP PLATE1-SIMPSON SDWC15400 SCREW @ EACHSTUD TO TOP PLATEROOF TRUSS, TYP.1-SIMPSON TITEN 6"x12" SCREW @ MAX 32"O.C., 8" FROM END OF SILL PLATE MEMBER12" "X" TYPE GWBR-13 BATT INSULATION2x STUDS @ MAX. 16"O.C.1/2" DIA. THREADED ROD CONT. FROM ABOVESILL PLATE TO BELOW DOUBLE TOP PLATEBELOW. 3"x3"x_" WASHERS AND NUTSTIGHTENED TO APPROX 25 LB/FT OFTORQUE. ALLOW MIN. OF 3 THREADS PASTWASHER, AT MAX. 32" O.C. & 8" FROM ENDSALUM. BREAKAWAY CLIPS AT TOP ANDBOTTOM OF EA. WALL STUD AND TO "H" STUD.1-SIMPSON SDWC15400SCREW @ EACH STUDTO TOP PLATE2 LAYERS 1" GYP. OR DENSGLASS SHAFTLINER INSERTED IN H-STUDS @ MAX. 24" O.C.CONT. SLAB TO UNDERSIDE OF ROOF DECK1"1" AIR SPACE12" "X" TYPE GWBR-13 BATT INSULATION2x STUDS @ MAX. 16"O.C.2 LAYERS 1" GYP. OR DENSGLASS SHAFTLINER INSERTED IN H-STUDS @ MAX. 24" O.C.CONT. SLAB TO UNDERSIDE OF ROOF DECK1" AIR SPACE3/4" T&G STRUCTURAL PANELDECK GLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 8 MIL PVC VAPORBARRIER ON 95% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT, TYP.1/2" GWB1S-28"9'-118"1'-234"9'-118"10'-378"9"1'-8"4.062512"HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 3CONT. DEMISING WALL1S-2WOOD SPECIES:SILL PLATES ON CONC. ORMASONRY - BORATE TREATED SYPOTHER PLATES - SYPHEADERS - SYP.STUDS - SPRUCE PINE FIRMISC. - SPRUCE PINE FIRALL FASTENERS CONTACTINGACQ TREATED LUMBER SHALL BESTAINLESS STEEL OR HOT DIPPEDGALVANIZED.INSULATION REQUIREMENTS:2x4 WOOD FRAMED WALL2x6 FRAMED WALLSR-13 BATT INSULATIONR-19 BATT INSULATIONALL ROOFS, INCLUDING PORCHESR-30 BATT INSULATIONWALLS AT ROOMS WITH WATER CLOSETR-13 BATT INSULATION(AS ACOUSTICAL INSULATION)(TYPICAL ALL FLOORS, WALLS AND ROOFS)LIVING ROOMBEDROOMHALLBATH3/4" T&G STRUCTURAL PANELDECK GLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.NON LOAD BEARING SEPARATION WALLPER UL DESIGN No. U347FIRE EXPOSURE EITHER SIDETOP OF SLAB TO UNDERSIDE OF ROOF DECK4x6 #1 SYP BEAMSTRUCTURAL BRACKETS8121'-0"METAL ROOFING ON GRACE ICE ANDWATER SHIELD ON 5/8" STRUCTURALPANEL ON WOOD STRUCTURE @ 24" O.C.,TYP.FLASHING54 x 10 C.F .BAND34"11"FLASHING54 x 10 C.F .BANDTYPICAL INTERIORPARTITION,12" GWB EA. SIDE 2x SPFSTUDS @ MAX 16" O.C.38 & 40 DUTTON ISLAND ROAD EAST1'-11 12"112-23-23By Toni Gindlesperger at 10:06 am, Mar 08, 2023
1234567891011121314STAIR3-
S
TR
ING
ERS
FROM
2
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1
2
S-142x8 @ 16" 0.C.1014"1516171S-21S-28"9'-118"1'-234"9'-118"9"1'-8""HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 31-4\" SIMPSON SDWCSCREWS @ EA.OUTRIGGER2x4 OUTRIGGERS @ 24" O.C.FIRST FLOORGRADE8"9'-118"FLOOR TRUSS BEARINGSECOND FLOOR[" T&G ADVANTEX PLYWOOD DECKGLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.6" EXPOSURE CEMENT FIBERSIDING ON \" NOM. ZIP-WALLSTRUCTURAL SHEATHING ON2x6 STUDS @ 16" O.C. w/ R-21BATT INSULATION, \" GWBINTERIOR9'-118"PORCHDININGBEDROOMS-23S-214" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 10 MIL PVC VAPORBARRIER ON 96% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT,TYP."HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 31x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.1'-4"2-2x81'-8"34" SPLICE BANDTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPA-5ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSA-51SECTIONSCALE: 1/2"=1'-0"6'-6"FLOOR TRUSS BEARINGSECOND FLOOR8"10'-378"GARAGEGRADEFIN. FLOORO.H. DOOR58" TYPE X GWB34"34"S-26DOWN3-18" LVL PART OF SHEARFRAME, SEE 7/S-2"HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 31-4\" SIMPSON SDWCSCREWS @ EA.OUTRIGGER2x4 OUTRIGGERS @ 24" O.C.7'-0"BEDROOM1'-8"9'-118"1'-234"9'-118"1'-234"9'-118"8124" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 10 MIL PVC VAPORBARRIER ON 96% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT,TYP.A-52SECTIONSCALE: 1/2"=1'-0"A-53SECTIONSCALE: 1/2"=1'-0"10'-11"10'-378"17 EQUAL RISERS TOTAL
5'-5916"3/4" T&G STRUCTURAL PANELDECK GLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.3/4" T&G STRUCTURAL PANELDECK GLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.3/4" T&G STRUCTURAL PANELDECK GLUED AND NAILED TOPREENGINEERED FLOORTRUSSES @ 16" O.C., TYP.1x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.6" EXPOSURE CEMENT FIBERSIDING ON \" NOM. ZIP-WALLSTRUCTURAL SHEATHING ON2x6 STUDS @ 16" O.C. w/ R-21BATT INSULATION, \" GWBINTERIORVINYL SOFFITVINYL SOFFIT, TYP.FLASHING54 x 10 C.F .BAND7124x6 #1 SYP BEAMSTRUCTURAL BRACKETS812FLASHING54 x 10 C.F .BAND34"38 & 40 DUTTON ISLAND ROAD EAST
7516"
1
2" GW
B12" GWBPROVIDE CODE COMPLIANT UNDER-STAIR PROTECTION TO COMPLY WITH R302.71'-11 12"1112-23-23"HIGH WIND" ASPHALT SHINGLES ON 30# FELT ON \"NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS @ 6" O.C. AT PANEL EDGESAND INTERMEDIATE AND 4" O.C AT COMPONENTAND CLADDING EDGE STRIP # 3By Toni Gindlesperger at 10:06 am, Mar 08, 2023