30 DUTTON ISLAND ROAD PPI23-0001 ARCH DRAWINGSCONSTRUCTION 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 EAST11-2-21HGPA-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 CODE2020CITY 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
O
S
U
R
E30802440
7'-6" SIDE YARD SETBACK LINE14'-2"2A-52x6
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 CONDITIONED 44 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 CEILINGHarleston ParkesDigitally signed by Harleston Parkes01/16/2023By Toni Gindlesperger at 2:29 pm, Feb 01, 2023
CL
18'-4"21'-10"
12'-212"1'-3"
UNIT B
10"SECOND FLOOR PLANSSCALE: 1/4"=1'-0"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-2-21HGPA-2ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONS5'-6"DEMISING LINE54'-8"1A-41A-5ABBREVIATIONSA.C.T.ADJ.A/CALT.ACOUSTICAL CEILING TILEADJACENTAIR CONDITIONING UNITALTERNATEBLK.BLOCKBOT.BOTTOMALUM.ALUMINUMBLDG.BUILDINGB.U.CAB.CPT.BUILT-UPCABINETCARPETCL.CENTERLINEC.T.CERAMIC TILEC.I.CAST IRONC.W.COLD WATERCONC.C.M.U.CONT.CONCRETECONCRETE MASONRY UNITCONTINUOUSC.F.M.CUBIC FEET PER MINUTEDISP.DISPENSERC.J.CONTROL JOINTDN.DOWNDWG.EA.ELEC.DRAWINGEACHELECTRICE.W.H.ELECTRIC WATER HEATERE.W.C.ELECTRIC WATER COOLERMIN.MINIMUMN.T.S.NOT TO SCALEO.C.ON CENTERN.I.C.NOT IN CONTRACTOPNG.OPENINGPTP.V.C.P.T.PAINTPOLYVINYL CHLORIDEPRESSURE TREATEDREINF.REINFORCEDREQD.REQUIREDQ.T.QUARRY TILER.RISERR.D.SHT.SIM.ROOF DRAINSHEETSIMILARSPEC.SPECIFICATIONSSTL.STEELSL.SLOPETHK.THICKT>YP.VERT.TONGUE AND GROOVETYPICALVERTICALW.W.M.WELDED WIRE MESHV.C.T.VINYL COMPOSITION TILEW.C.WATER CLOSETUR.URINAL EL.ELEVATIONEXH.EXHAUSTEXT.FIN.FIN. CLG.EXTERIORFINISHFINISHED CEILING F.D.FLOOR DRAINGALV.GALVANIZEDFIN. FLR.FINISHED FLOORHDW.HARDWAREHGT.HORZ.H.B.HEIGHTHORIZONTALHOSE BIBBI.D.INSIDE DIAMETERINSUL.INSULATION H.W.HOT WATERJAN.JANITORJT.LAM.LAV.JOINTLAMINATE (D)LAVATORYMATL.MATERIALMAX.MAXIMUMM.O.MASONRY OPENINGMECH.MECHANICALMTL.M.P.METALMETAL PANELGWBGYPSUM WALL BOARDF.G.FIBERGLASSW.I.C.WALK-IN CLOSETWRGWBWATER RESISTANT GYPSUM WALLBOARDDH.DOUBLE HUNG WINDOWGL. BK.GLASS BLOCK WINDOWAWN.AWNING WINDOWS.H.SINGLE HUNG WINDOW100502010100502010MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURESIS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALLDESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING100502010-555544443e--15.1-20.615.516.3-23.8-24.417.418.2-17.1-17.915.516.3-19.0-19.817.418.2-26.0-30.610.512.4-36.814.8130 MPHBASIC WIND SPEED:100502010100502010EFFECTIVE WIND AREA (SF)COMPONENT AND CLADDING WIND LOADSMEAN ROOF HEIGHTEXPOSURE CLASSIFICATION:EXPOSURE CATEGORY:IMPORTANCE FACTOR:ZONE2n, 3r1, 2e, 2rEDGE STRIPADJUSTED WIND LOAD(PSF)B28 FT.4.0 FT.ENCLOSED1WIND DESIGN PER FBC RESIDENTIAL 2020, TABLE R301.2(2)WIND LOADSWIND DESIGN METHOD: ASCE 7-16 ROOF ANGLE: (27-45 DEGREES)33.6901 DEGREES (8:12)-21.8-25.410.512.4-30.1-33.714.816.7-15.1-19.810.512.4-26.0-30.614.816.7-41.416.7EDGE STRIPEDGE STRIP54EDGE STRIPEDGE STRIP 5545EDGE STRIP 2n3eEDGE STRIP EDGE STRIP2n3eEDGE STRIP3rEDGE STRIP3r12e13e2r2r2n3e2n3e3r3r1, 2e, 2r1, 2e, 2r1, 2e, 2r2n, 3r2n, 3r2n, 3r3e3e3eBEDROOMCL
18'-4"DOWNSTAIR1014"K-3398SAN RAPHAELTOILETSVITREOUS CHINA
3'-4"BEDROOMMASTERBEDROOMLAUND.BATH12'-112"1'-3"
5'-712"W.I.C.BATH5'-412"3'-612"5'-8"15'-8"54'-8"UNIT B
10"RAILA/CWASHERDRYER3'-5"3'-812"
K-3398SAN RAPHAELTOILETSVITREOUS CHINABATH
3'-4"12'-3"
5'-7"
K-3398SAN RAPHAELTOILETSVITREOUS CHINA2'-212"LINENW.I.C.5'-1012"3'-612"9'-1"7'-712"13'-11"10'-9"9'-8"3'-712"10'-112"4'-0"12'-912"5'-10"2'-412"12'-4"5'-8"15'-8"
4'-8"3050 D.H.EGRESS3050 D.H.EGRESS3050 D.H.EGRESS2430 D.H.3050 D.H.
EGRESS2430 D.H.2868286828682468246824682468PR 2668 246824682468 POC.6068 BI2430 D.H.1A-5A-6215'-1112"12'-1"BEDROOMDOWNSTAIR1014"K-3398SAN RAPHAELTOILETSVITREOUS CHINA
3'-4"BEDROOMMASTERBEDROOMLAUND.BATH5'-8"W.I.C.BATH5'-312"5'-8"15'-4"53'-4"
UNIT BRAILA/CWASHERDRYER3'-4"3'-812"
K-3398SAN RAPHAELTOILETSVITREOUS CHINA BATH3'-4"12'-312"
K-3398SAN RAPHAELTOILETSVITREOUS CHINA 6'-1012"6'-3"1'-112"LINENW.I.C.5'-912"2'-412"8'-11"7'-612"13'-7"10'-0"9'-8"3'-712"12'-612"5'-10"2'-412"11'-7"5'-8"15'-4"4'-8"3050 D.H.EGRESS3050 D.H.EGRESS3050 D.H.EGRESS2430 D.H.PR 3050 D.H.
EGRESS 2430 D.H.286828
6
82868
24
6
8
24
6
8
24682468PR 2668
24
6
824682468 POC.5068 BI2430 D.H.S2A-615'-1112"12'-1"HALL1'-4"2'-9"2'-1"7'-612"3'-412"7'-614"3'-412"
2x61A-7SIM. REV11"2"2"2x62x62x6
2x6
2x62A-5SIM.2A-53'-012"7'-812"3'-012"7'-912"12'-1012"30 & 34 DUTTON ISLAND ROAD EAST22" x 30"ATTICACCESS22" x 30"ATTICACCESS01/16/2023
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
TOWNHOUSES11-2-21HGPA-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 EAST01/16/2023
TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-2-21HGPA-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 AROUND?A-?1x4 C.F. ALL AROUND30 & 34 DUTTON ISLAND ROAD EAST01/16/2023
910111213STAIR3-
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TR
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FR
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2
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1
2
S-1210'-378"1415162345781176K-3422WELLWORTHTOILETSVITREOUS CHINAS-12LINEN6'
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HEA
D
RO
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
TOWNHOUSES11-2-21HGPA-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'-8"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'-8"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
B
01/16/2023
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'-8"2-2x1034" SPLICE BANDTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-2-21HGPA-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 EAST01/16/2023
FOLD LINECUT LINE, TYP.WASTEEDGE OF ROUGH OPENINGFOLD LINE1. VERIFY THE OPENING IS PLUMB, LEVEL ANDSQUARE.2. VERIFY THE WINDOW WILL FIT IN THE OPENING.3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6"CUT UP FROM EACH TOP CORNER OF OPENING AT45~ ANGLE TO ALLOW THE WEATHER BARRIER TOBE LAPPED OVER THE FIN AT THE HEAD OF THEWINDOW. MAKE SECOND AND THIRD CUTS UP AT45~ FROM BOTTOM CORNERS, MAKE LAST CUT UPAT CENTER TO TOP CUT.4. FOLD WEATHER BARRIER UP AT HEAD AND INTOTHE OPENING AT JAMB AND SILL. STAPLE AT JAMBSAND SILL, TAPE UP AT HEAD EXTERIOR.5. INSTALL SILL SHIMS AS REQUIRED BY WINDOWMANUFACTURER.6. INSERT WINDOW IN OPENING AND SHIM, LEVELAND FASTEN AS REQUIRED BY WINDOWMANUFACTURER.7. FOLD DOWN WEATHER BARRIER AT HEAD, TRIMAT HEAD OF WINDOW.8. APPLY SIDE FLASHING TAPE AT JAMBS AND AT45^ CUTS AT HEAD..9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS ANDHEAD, (NO 45^ MITERS)10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND\" PAST EDGE OF JAMB TRIM.11. APPLY HEAD FLASHING TAPE, FOLD DOWNWEATHER BARRIER AND SEAL WITH DIAGONALFLASHING TAPE.PROCEDUREWEATHER RESISTANTBARRIER INSTALLATIONFINISHED ELEVATION54"x3\" HARDI TRIMWINDOW54"x6" HARDI TRIMALUMINUM FLASHINGWINDOW INSTALLATION - SIDINGSCALE: 3"=1'-0"A-75SILLHARDI PLANK SIDING w/ 1|" LAPWEATHER BARRIER, CONT.SEALANT5/4" x 6" HARDI TRIMSEALANT\" STRUCTURAL SHEATHINGWINDOWJAMBHARDI PLANK SIDING w/ 1|" LAPWEATHER BARRIER, CONT.SEALANT\" STRUCTURAL SHEATHING5/4" x 3\" HARDI TRIMWINDOWSEALANTBITUMINOUS TAPECAULKING\" GWBHEADWINDOWCAULKING\" GWBCAULKING\" GWBDO NOT SEALALUMINUM FLASHINGHARDI PLANK SIDING w/ 1|" LAPWEATHER BARRIER, CONT.\" STRUCTURAL SHEATHINGWINDOW INSTALLATION5/4" x 3\" HARDI TRIMDO NOT SEAL1- SIMPSON H10A w/ 18-10dx1\" ATOUTSIDE AND1- SIMPSON H2.5A w/ 10-8d AT INSIDEA-7ROOF - WALL FLASHING, TYP.SCALE: 3"=1'-0"2ROOF - WALL FLASHING, TYP.SCALE: 3"=1'-0"A-7METAL DRIP ON P.T. 1x2 ON 2x6FASCIA, TYP.ROOF SHINGLESROOF STRUCTURESTRUCTURAL PANEL ROOF DECKROOF UNDERLAYMENTROOF SHINGLESCONT. 5"x5" METAL FLASHINGWALL MEMBRANESIDINGWALL STRUCTUREROOF STRUCTURESTRUCTURAL PANEL ROOFDECKROOF UNDERLAYMENTROOF SHINGLESCONT. 5"x5" METAL FLASHINGWALL MEMBRANESIDINGWALL STRUCTURE3STRUCTURAL PANEL ROOF DECKROOF UNDERLAYMENTEAVE FLASHING, TYP.SCALE: 3"=1'-0"A-74(GABLE FLASHING SIM.)INSTALL CONT. AT ALL SLOPED ROOF TOWALL LOCATIONS INCLUDING ALL WINDOWSILLSINSTALL CONT. AT ALL ROOF TO WALLLOCATIONS INCLUDING ALL SIDE WALLS ANDAT CHIMNEYINSTALL CONT. AT ALL EAVE AND GABLELOCATIONSA-7ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-2-21HGPLIVING ROOM1"12" x 48" STRUCTURALPANEL CONT. @ RAIL4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 8 MIL PVC VAPORBARRIER ON 95% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT, TYP.CONT. DEMISING WALL1S-2NON LOAD BEARING SEPARATION WALLPER UL DESIGN No. U347FIRE EXPOSURE EITHER SIDETOP OF SLAB TO UNDERSIDE OF ROOF DECK1S-2STORAGESTAIRHALLHALLSTORAGESTAIRLIVING ROOM3 STRINGERSFROM 2x123 STRINGERSFROM 2x12SEE 1/A-4 FORALL DEMISINGWALL NOTES3'-0"1-SIMPSON SDWC15600SCREW @ EACH STUD3'-5"12"A-71SECTIONSCALE: 1/2"=1'-0"30 & 34 DUTTON ISLAND ROAD EAST01/16/2023
TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES11-2-21HGPE-1ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSBEDROOMCL
DOWNSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINABEDROOMMASTERBEDROOMLAUND.BATHW.I.C.BATHSECOND FLOOR ELECTRICAL PLANSSCALE: 1/4"=1'-0"RAILA/CK-3398SAN RAPHAELTOILETSVITREOUS CHINA BATHK-3398SAN RAPHAELTOILETSVITREOUS CHINALINEN W.I.C.DEMISING LINEGARAGE14070 O.H.UPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICE1014"KITCHENP'DRSTO.LIVING ROOM5/8" GWB CEILINGPORCHCONCSTOOPA/CPADDEMISING LINEELECTRICAL LEGENDSWITCH, S
INGLE POLESWITCH, THREE-WAYSWITCH, RHEOSTAT110V DUPLEX OUTLET w/ MOUNTING HEIGHT110V DUPLEX OUTLET, WATERPROOF 110V DUPLEX OUTLET, FLOOR MOUNTED110V DUPLEX OUTLET, CEILING MOUNTED110V DUPLEX OUTLET, HALF SWITCHED220V OUTLETJUNCTION BOX110V DUPLEX OUTLET, GFCIPHONETV, CABLELIGHT FIXTURE, CEILING MOUNTEDLIGHT FIXTURE, WALL MOUNTEDPANELBOARD, 72" TO TOPDISCONNECT, 72" TO TOPCEILING FAN w/ LIGHT KITCEILING FAN w/o L
IGHT DOOR CHIME BUTTONDOOR CHIMEELECTRICAL CONTRACTOR SHALL PROVIDECOMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEMAS REQUIRED BY CODECOMBINATION PHONE TV OUTLETLIGHT FIXTURE, UNDER CABINET MOUNTEDTVPSMOKE / CARBON MONOXIDE
DETECTORTVWPLIGHT FIXTURE, 2-48" BULB FLUORESCENTALL ELECTRICAL WIRING SHALL BE INACCORDANCE WITH 2011 NATIONALELECTRIC CODE. PROVIDE ARC-FAULTCIRCUIT INTERRUPTERS IN ALLBEDROOMS PER ARTICLE 210-12.110V DUPLEX OUTLET ON DEDICATED CIRCUIT110V DUPLEX OUTLET, ARC FAULT110V DUPLEX OUTLET, ARC FAULT, HALF SWITCHEDLIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULBSR44110V DUPLEX OUTLETCDJCCSFS3SSWITCH, FOUR-WAYS4LIGHT FIXTURE, RECESSED STEPCEILING SPEAKER, BY
SYSTEMS CONTRACTORSLIGHT FIXTURE, WALL MOUNTED FLUORESCENTF84" CEILING FANEXHAUST FAN w/ LIGHTEXHAUST FAN100% OF FIXTURES SHALL BE BULBED WITHHIGH-EFFICACY BULBS AS DEFINED BY FBC-ENERGYR404SSTVTV
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TVSSS
SSSSSSS
SS S4S4S4S44SSSS44HALLWP
S3
S3150AMAINPANEL44
4444WPWPSSD.W.COORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNJ444444SSSWPSTV44 SS3S3CONCSTOOPFIRST FLOOR ELECTRICAL PLANSSCALE: 1/4"=1'-0"GARAGE14070 O.H.UPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICE1014"KITCHENP'DRSTO.LIVING ROOM5/8" GWB CEILINGPORCHCONCSTOOPA/CPADS4WP
S3S3 150AMAINPANEL44
4444WPWPSSD.W.COORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNJ444444SSSWPSTV 44SS3S3BEDROOMDOWNSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINABEDROOM MASTERBEDROOMLAUND.BATHW.I.C.BATHRAILA/CWASHERDRYERK-3398SAN RAPHAELTOILETSVITREOUS CHINABATH
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SSS4 S4S44SSSS 44HALLWASHERDRYERCOORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNCOORDINATEKITCHEN LAYOUTWITH FINALKITCHEN DESIGNCC30 & 34 DUTTON ISLAND ROAD EASTSSS SSSSSSS44
44
443232JJNOTE: PLAN REVIEW EXCLUDES MECHANICAL, ELECTRICAL, AND PLUMBING REVIEW PER 2020 FBC A107.3.5 FIELD INSPECTOR WILL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES. 01/16/2023