Zoning Approved ARCH. DWGS R-1 SET revision 3-8-23CONSTRUCTION MANAGEMENT PLANSCALE: 1/4"=1'-0"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES
30 & 34 DUTTON ISLAND ROAD EAST11-21-21HGPA-1ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSIMPERVIOUS SURFACE CALCULATIONS:978 S.F.95 S.F.9 S.F.1,089 S.F.44.1%AREA:POST CONSTRUCTION:2,470 S.F.LOTHOUSECONCRETE, (DRIVE, STOOP)EQUIPMENT PADTOTAL IMPERVIOUS SURFACE AREA% IMPERVIOUSIMPERVIOUS SURFACE CALCULATIONS:1,002 S.F.96 S.F.9 S.F.1,107 S.F.44.8 %AREA:POST CONSTRUCTION:2,470 S.F.LOTHOUSECONCRETE, (DRIVE, STOOP)EQUIPMENT PADSTOTAL IMPERVIOUS SURFACE AREA% IMPERVIOUSCL 18'-4"UNIT BA/CPAD18'-4"DEMISING LINECONC DRIVEWAY1,111 S.F.TOTAL IMPERVIOUS SURFACE AREA AVAILABLEGRAVEL7'-8"1A-526.00'95.00'DUTTON ISLAND ROAD EAST A T L A N T I C B E A C H , F L O R I D A TOWNHOUSES 30 & 34 DUTTON ISLAND ROAD EASTGARAGE14070 O.H.3/4" DROPUPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICECL18'-4"3'-5"1014"KITCHENP'DRSTO.LIVING ROOM14'-512"21'-512"UNIT B3/4" DROPPORCHCONCSTOOPGRAVEL WALKA/CPAD18'-4"57'-2"4'-212"16'-312"6'-10"12'-10"10'-1112"CONC DRIVEWAY3'-612"2'-6"11'-6"4'-112"9'-0"8'-7"28804'-1"612"5'-0"4'-0"H.B
.H.B.GRAVELOFF GRADEWOOD DECK1'-0"2'-0"3'-0"2'-0"
3044 D.H.6068 SLID.3050 D.H.3050 D.H.3044 D.H.2868 S.C.CLOSURE308024407'-6" SIDE YARD SETBACK LINE7'-8"14'-2"1A-52A-695.00'2A-526.00'
26.00'26.00'APPLICABLE CODES:FLORIDA RESIDENTIAL BUILDING CODE2020NATIONAL ELECTRIC CODE2017CITY OF ATLANTIC BEACH ZONING CODESCOPE OF THE WORK:CONSTRUCT 2 TWO STORY TOWNHOUSESSILT 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"NORTHINDICATES DIRECTION OF
NORTHXA-XSECTIONDRAWING NUMBERSHEET NUMBER WHERESECTION IS DRAWNXA-XDETAILDRAWING NUMBERSHEET NUMBER WHEREDETAIL IS DRAWNSYMBOLSINDEX 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 PLANSIM.GARAGE14070 O.H.5" DROP3/4" DROPUPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICE3'-5"1014"KITCHENP'DRSTO.LIVING ROOM14'-512"20'-1012"3/4" DROPPORCHCONCSTOOPGRAVEL WALKA/CPAD55'-10"4'-212"15'-612"6'-10"13'-7"9'-712"3'-612"2'-6"11'-6"4'-112"9'-0"7'-10"28803'-6"612"5'-0"3'-6"H.B.H.B.OFF GRADEWOOD DECK1'-0"2'-0"3'-0"2'-0"
3044 D.H.6068 SLID.3050 D.H.3050 D.H.3044 D.H.2868 S.C.CL
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7'-6" SIDE YARD SETBACK LINE14'-2"1A-62x6
2A-61'-7"DOWN 1 1/2"DOWN 1 1/2"1'-4"3'-10"1,112 S.F.TOTAL IMPERVIOUS SURFACE AREA AVAILABLEDUMPSTER CANTOILETE-2SECOND FLOOR ELECTRICAL PLAN1A-4RETENTION AREASEE CIVIL DRAWINGSRETENTION AREAAPPROX EDGE OF PAVEMENT
EXISTING CONC. SIDEWALK CONC DRIVEWAYCONC DRIVEWAY1A-7SIM. REVSITE PLANFIRST FLOOR PLANSPROVIDE GUTTERS AT ALLROOF AREAS,DOWNSPOUTS COLLECTEDTO 4" DIA. PVC PIPING TOPOP-UP BASIN IN REARYARD RETENTION AREA11"COORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNCOORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNAREAS: 30 DUTTON ISLAND ROAD EASTFIRST FLOOR AIR CONDITIONEDGARAGES1 ST FLOOR OPEN PORCHES ETC.SECOND FLOOR AIR CONDITIONED44 S.F.978 S.F.FIRST FLOOR AIR CONDITIONED582 S.F.393 S.F.GARAGE1 ST FLOOR OPEN PORCHSECOND FLOOR AIR CONDITIONED34 DUTTON ISLAND ROAD EAST30 DUTTON ISLAND ROAD EASTAREAS: 34 DUTTON ISLAND ROAD EAST44 S.F.978 S.F.582 S.F.393 S.F.5/8" TYPE X GWB CEILING5/8" TYPE X GWB CEILINGGRAVELGRAVELGRAVELCONC DRIVEWAY
2'-6"2'-6"
12'-0"
CONC DRIVEWAY
2'-6"2'-6"
12'-0"
20' FRONT YARD SETBACK LINE
20' REAR YARD SETBACK LINE
1'-1112"
1'-1112"1(VEHICLES DELETEDFOR CLARITY)20'-2"2-23-231113'-8"13'-8"14' PORCH EXTENSION20'-2"3'-8"3'-8"Harleston ParkesDigitally signed by Harleston ParkesBy Toni Gindlesperger at 10:03 am, Mar 08, 2023
DUTTON ISLAND ROAD ELEVATIONSCALE: 1/4"=1'-0"WEST ELEVATIONSCALE: 1/4"=1'-0"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-21-21HGPA-3ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSGRADEFIRST FLOORDEMISING LINE 712712SOUTH ELEVATIONSCALE: 1/4"=1'-0"
DEMISING LINE 712712GRADEFIRST FLOORDUTTON ISLAND ROAD ELEVATIONSCALE: 1/4"=1'-0"EAST ELEVATIONSCALE: 1/4"=1'-0"81231'-51116"FLOOR TRUSS BEARINGSECOND FLOORWINDOW HEADROOF TRUSS BEARING8"9'-118"1'-234"9'-118"
6'-8"WINDOW HEAD8'-0"6" 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."HIGH WIND" ASPHALT SHINGLES ON 30# FELTON \" NOM. STRUCTURAL SHEATHINGDECKING NAILED w/ 8d RING SHANK NAILS @6" O.C. AT PANEL EDGES AND INTERMEDIATEAND 4" O.C AT COMPONENT AND CLADDINGEDGE STRIP # 3METAL ROOFING ON GRACE ICE ANDWATER SHIELD ON 5/8" STRUCTURALPANEL ON WOOD STRUCTURE @ 24" O.C.,TYP.30 & 34 DUTTON ISLAND ROAD EAST1'-1112"1'-1112"2-23-23111By Toni Gindlesperger at 10:03 am, Mar 08, 2023
TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-21-21HGPA-4ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSFLOOR TRUSS BEARING1-6" SIMPSON SDWCSCREWS @ EA. ROOFTRUSS712SECOND 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-16" EXPOSURE CEMENT FIBER SIDINGON \" 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 ROOMGRADEFIRST FLOOR1-SIMPSON SDWC15600SCREW @ EACH TRUSS1-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" GWBCONT. DEMISING WALL2S-1WOOD 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 ROOMNON 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"FLOOR TRUSS BEARING1-6" SIMPSON SDWCSCREWS @ EA. ROOFTRUSS712SECOND 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-16" EXPOSURE CEMENT FIBER SIDING ON \" NOM. ZIP-WALLSTRUCTURAL SHEATHING ON 2x6 STUDS @ 16" O.C. w/ R-21 BATTINSULATION, \" GWB INTERIOR8"9'-118"1'-234"9'-118"10'-378"1x2 BATTENS @ 16" O.C.ON 5/16" C.F. PANELS ON \"NOM. ZIP SHEATHING ON2x6 WOOD STUDS @ 16"O.C.GRADEFIRST FLOORROOF TRUSS, TYP.1"4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 8 MIL PVC VAPORBARRIER ON 95% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT, TYP.81234"9"
7'-512"SEE 1/S-3 FOR HOLDDOWNDETAILS, TYP. ALL AROUND1x4 C.F. ALL AROUND30 & 34 DUTTON ISLAND ROAD EAST1'-11 12"7'-5 12"11'-11 12"112-23-23By Toni Gindlesperger at 10:03 am, Mar 08, 2023
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S-1210'-378"1415162345781176K-3422WELLWORTHTOILETSVITREOUS CHINAS-12LINEN6'
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OM1S-110'-378"14'-2"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-21-21HGPA-5ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSPROVIDE CODE COMPLIANT STAIR GUARDRAILS, HANDRAILS AND RAILS AT LANDINGS.SEE FRC R312.1 AND R312.2RAILING SELECTIONS TO BE BY OWNERKITCHENBATHPOWDER4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 10 MIL PVC VAPORBARRIER ON 96% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT,TYP.9'-118"A-51SECTIONSCALE: 1/2"=1'-0"28'-7"15'-1112"6'-8"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.6" SIMPSON SDWCSCREWS @ EA. STUDTO TOP PLATE1-6" SIMPSON SDWCSCREWS @ EA. ROOFTRUSSFLOOR TRUSS BEARINGSECOND FLOORFIRST 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"PORCHDININGBEDROOM4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 10 MIL PVC VAPORBARRIER ON 96% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT,TYP.1x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.1'-4"2-2x834" SPLICE BAND6'-012"9'-118"1'-234"812A-52SECTIONSCALE: 1/2"=1'-0"VINYL SOFFITS-11"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"2'-6"3'-612"S-172x6 @ 16" O.C.P.T. DECKBOARDS2x6 LEDGER2x6 LEDGERTYPICAL INTERIORPARTITION,12" GWB EA. SIDE 2x SPFSTUDS @ MAX 16" O.C.30 & 34 DUTTON ISLAND ROAD EAST
7516"1014"1
2" GW
BPROVIDE CODE COMPLIANT UNDER-STAIR PROTECTION TO COMPLY WITH R302.71
2"
GWB1
12-23-23By Toni Gindlesperger at 10:04 am, Mar 08, 2023
FIRST FLOORGRADE8"9'-118"FLOOR TRUSS BEARINGSECOND FLOOR6" EXPOSURE CEMENT FIBERSIDING ON \" NOM. ZIP-WALLSTRUCTURAL SHEATHING ON2x6 STUDS @ 16" O.C. w/ R-21BATT INSULATION, \" GWBINTERIOR9'-118"PORCHDININGBEDROOMS-15S-114" 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"2-2x1034" SPLICE BANDTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-21-21HGPA-6ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONS6'-6"SECOND FLOOR8"
10'-378"GARAGEGRADEFIN. FLOORO.H. DOOR5/8" TYPE X GWB34"S-16DOWN7'-0"BEDROOM9'-118"1'-234"
9'-118"1'-234"9'-118"712A-61SECTIONSCALE: 1/2"=1'-0"A-62SECTIONSCALE: 1/2"=1'-0"8123'-8"7'-338"FIRST FLOORGRADE8"9'-118"FLOOR TRUSS BEARINGSECOND FLOOR3/4" 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"PORCHDININGBEDROOM4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 10 MIL PVC VAPORBARRIER ON 96% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT,TYP.1x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.1'-8"2-2x834" SPLICE BAND6'-012"9'-118"1'-234"812A-63SECTIONSCALE: 1/2"=1'-0"VINYL SOFFITS-11"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'-8"2'-6"3'-612"S-172x6 @ 16" O.C.P.T. DECKBOARDS6" SIMPSON SDWCSCREWS @ EA. STUDTO TOP PLATE1-6" SIMPSON SDWCSCREWS @ EA. ROOFTRUSS71271234" T&G PLYWOOD DECK GLUEDAND NAILED TO PREENGINEEREDFLOOR TRUSSES @ 16" O.C., TYP.34" T&G PLYWOOD DECK GLUEDAND NAILED TO PREENGINEEREDFLOOR TRUSSES @ 16" O.C., 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 # 3"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 # 330 & 34 DUTTON ISLAND ROAD EAST1 12-23-23By Toni Gindlesperger at 10:04 am, Mar 08, 2023