40 DUTTON ISLAND RD PPRI23-0004 ARCH DWGS REVISION 4-5-23TOWNHOUSE21022A 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"FIN. FLR. = +13.9"223-31-23FIN. FLR. = +13.9"2Harleston ParkesDigitally signed by Harleston Parkes04/04/2023By Toni Gindlesperger at 4:41 pm, Apr 05, 20235:39 pm, Apr 06, 2023
BEDROOMCL
18'-4"21'-10"
K-3398SAN RAPHAELTOILETSVITREOUS CHINA
1014"
DOWN
DOWNSTAIR1014"K-3398SAN RAPHAELTOILETSVITREOUS CHINA
K-3398SAN RAPHAELTOILETSVITREOUS CHINA
3'-4"BEDROOMBEDROOMBEDROOMMASTERBEDROOMMASTERBEDROOMW.I.C.BATHW.I.C.W.I.C.LAUND.LAUND.BATHBATHBATH12'-212"1'-1"5'-7"15'-812"12'-612"5'-412"3'-412"6'-0"6'-1012"5'-1112"10'-512"W.I.C.BATH5'-412"3'-612"5'-8"15'-8"54'-8"4'-0"4'-212"7'-812"19'-512"UNIT BUNIT A
9"SECOND FLOOR PLANSSCALE: 1/4"=1'-0"ROOF BELOWTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPA-2ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSSTAIRRAIL10'-1112"6'-712"6'-4"6'-812"A/CWASHERDRYER3'-5"3'-812"WASHERDRYER3'-412"9'-212"K-3398SAN RAPHAELTOILETSVITREOUS CHINA
5'-3"5'-212"1'-112"6'-912"RAIL8'-6"9'-8"5'-112"K-3398SAN RAPHAELTOILETSVITREOUS CHINA BATH3'-4"12'-0"
5'-7"
K-3398SAN RAPHAELTOILETSVITREOUS CHINA 6'-612"6'-3"2'-212"LINENW.I.C.5'-1012"3'-612"9'-1"7'-712"7'-1"17'-7"9'-8"3'-712"8'-412"10'-212"4'-0"12'-912"5'-10"2'-412"12'-4"5'-8"15'-8"5'-8"13'-712"4'-8"DEMISING LINE2'-10"5'-3"5'-11"8'-5"1824 F.2030 D.H.3050 D.H.EGRESS3050 D.H.EGRESS3050 D.H.EGRESS3050 D.H.
EGRESS
3050 D.H.EGRESS3050 D.H.EGRESS3050 D.H.EGRESS2430 D.H.3050 D.H.
EGRESS
3050 D.H.
EGRESS 2430 D.H.3050 D.H.EGRESS2650 D.H.286828682468286824
6
8
246824682868286828
6
82868
24
6
8
246824682468PR 2668246824682468 POC.6068 BI2468 POC.2468 POC.4'-0"2430 D.H.2430 D.H.S2'-6"54'-8"1A-41A-52A-63A-52A-41A-62A-715'-1112"12'-1"SIM.11'-0"ABBREVIATIONSA.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 WINDOWEDGE STRIPEDGE STRIP54EDGE STRIPEDGE STRIP 5545EDGE STRIP 2n3eEDGE STRIP EDGE STRIP2n3eEDGE STRIP3rEDGE STRIP3r12e13e2r2r2n3e2n3e3r3rHALLHALL1824 F.100502010100502010MEET 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)-21.8-25.410.512.4-30.1-33.714.816.7-15.1-19.810.512.4-26.0-30.614.816.7-41.416.71, 2e, 2r1, 2e, 2r1, 2e, 2r2n, 3r2n, 3r2n, 3r3e3e3eWRAPPED P.T.6x6 POST, TYP. 2x6
2x6 2x6 2x6 2x62A-638 & 40 DUTTON ISLAND ROAD EAST22" x 30"ATTICACCESS22" x 30"ATTICACCESS04/04/2023
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"1112-23-231104/04/20235:39 pm, Apr 06, 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"112-23-2304/04/20235:39 pm, Apr 06, 2023
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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 # 304/04/20235:40 pm, Apr 06, 2023
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S-1410'-378"1415162345781176K-3422WELLWORTHTOILETSVITREOUS CHINAS-14LINEN6'-8" HEADR
OOM1S-210'-378"14'-2"TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPA-6ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONS4" SIMPSON SDWCSCREWS @ EA. STUD38" DIA. SIMPSON TITEN HD SCREW w/MIN. 3 EMBED, ON SIMPSON BP\BEARING PLATE, TYP. @ MAX. 32" O.C.,MAX. 8" FROM CORNERS AND SILLPLATE SPLICE.VARIES121'-8"VARIESGRADE6" SIMPSON SDWCSCREWS @ EA. STUDTO TOP PLATE1- 6" SIMPSON SDWCSCREWS = 485 lbsUPLIFT2- 6" SIMPSON SDWCSCREW = 970 lbs UPLIFT1"2 ROWS 0.131 x 2 12" NAILS@ 6" O.C. STAGGERED EA.SIDE OF JOINTVERTICAL SHEATHING SPLICE34" OSB OR PLYWOOD RIMBOARD, 14" SHORTER THANFLOOR SYSTEM12" VERTICALSHEATHING, TYP.12" VERTICALSHEATHING, TYP.PROVIDE 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.4" THICK 3000 PSI FIBER REINFORCEDCONCRETE SLAB ON 8 MIL PVC VAPORBARRIER ON 95% MODIFIED PROCTORCOMPACTED FILL w/ TERMITE TREATMENT, TYP.9'-118"1'-434"9'-118"A-62SECTIONSCALE: 1/2"=1'-0"A-61HOLDDOWN DETAILSSCALE: 1/2"=1'-0"28'-7"15'-1112"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.S-11TYPICAL ALL AROUNDLIVING 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-2STORAGESTAIRHALLLIVING ROOM3 STRINGERSFROM 2x12SEE 1/A-4 FORALL DEMISINGWALL NOTES3'-0"1-SIMPSON SDWC15600SCREW @ EACH STUD3'-5"12"A-62SECTIONSCALE: 1/2"=1'-0"11"SEE ELEVATIONSFOR FINISHSEE ELEVATIONSFOR FINISH38 & 40 DUTTON ISLAND ROAD EAST04/04/2023
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-78SILLHARDI 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"3ROOF - 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 STRUCTURE4STRUCTURAL PANEL ROOF DECKROOF UNDERLAYMENTEAVE FLASHING, TYP.SCALE: 3"=1'-0"A-75(GABLE FLASHING SIM.)INSTALL CONT. AT ALL SLOPED ROOF TOWALL LOCATIONS INCLUDING ALL WINDOWSILLSINSTALL CONT. AT ALL ROOF TO WALLLOCATIONS INCLUDING ALL SIDE WALLSINSTALL 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 REVISIONSHGPTOWNHOUSE2102212-21-22A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSESFIRST 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-71SECTIONSCALE: 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. DECKBOARDSSECOND FLOOR34" T&G PLYWOOD DECK GLUEDAND NAILED TO PREENGINEEREDFLOOR TRUSSES @ 16" O.C., TYP.GARAGEGRADEFIN. FLOOR1'-234"A-72SECTIONSCALE: 1/2"=1'-0"No. 1 2x6 BETWEEN RAFTERS2'-0"3'-10"2'-9" RADIUSNo. 1 4x10 BEAM7121-SIMPSON 4" SDWC SCREWAT EA. RAFTER, TYP.METAL ROOFING ON GRACE ICEAND WATER SHIELD ON 2-1/2"STRUCTURAL PANELS ON 2x6RAFTERS @ 24" O.C., TYP.38"x 6" LAG SCREWS w/WASHER, RECESSED4" SDWC SCREW @ EA.RAFTER TO BEAM2-4" SDWC SCREW @ EA.BRACKET TO BEAM2'-512"38"x 8" LAG SCREWS w/WASHER, RECESSED2x6 BLOCKINGBETWEEN STUDS @BRACKET, TYP.CONT. 2x8 LEDGER.1x2 BATTENS @ 16" O.C. ON5/16" C.F. PANELS ON \" NOM.ZIP SHEATHING ON 2x6 WOODSTUDS @ 16" O.C.FLASHING2x6 LEDGER2x6 LEDGER8"
10'-378"GARAGEGRADEFIN. FLOORO.H. DOOR34"
34"S-26DOWN7'-0"
9'-118"34"38 & 40 DUTTON ISLAND ROAD EAST04/04/2023
TOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPE-1ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSGARAGE14070 O.H.UPSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINAREF.ICEREF.
ICE
K-3398SAN RAPHAELTOILETSVITREOUS CHINAUPSTAIR
1014"1014"KITCHENP'DRP'DRSTO.STO.KITCHENLIVING ROOMGARAGE5/8" GWB CEILINGLIVING ROOMPORCH9"5/8" GWB CEILINGDININGPORCHCONCSTOOP4'x4' CONCSTOOPA/CPADA/CPADA/CSTORAGEUNDERLANDINGE.W.C.BELOWLANDINGDEMISING 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-ENERGYR404S4S4
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SS3S3CC38 & 40 DUTTON ISLAND ROAD EASTSS4444324444DISP.SS 32JJD.W.04/04/2023NOTE: PLAN REVIEW EXCLUDES MECHANICAL, ELECTRICAL, AND PLUMBING REVIEW PER 2020 FBC A107.3.5 FIELD INSPECTOR WILL VERIFY COMPLIANCE WITH ALL APPLICABLE CODES.
BEDROOMCL
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DOWNSTAIRK-3398SAN RAPHAELTOILETSVITREOUS CHINA
K-3398SAN RAPHAELTOILETSVITREOUS CHINABEDROOMBEDROOMBEDROOMMASTERBEDROOMMASTERBEDROOMW.I.C.BATHW.I.C.W.I.C.LAUND.LAUND.BATHBATHBATHW.I.C.BATHSECOND FLOOR ELECTRICAL PLANSSCALE: 1/4"=1'-0"ROOF BELOWTOWNHOUSE21022A T L A N T I C B E A C H , F L O R I D A
TOWNHOUSES12-21-22HGPE-2ARCHITECT
ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233
HARLESTON G. PARKES, R.A.
AR 0006496 REVISIONSSTAIRRAILA/CWASHERDRYERWASHERDRYERK-3398SAN RAPHAELTOILETSVITREOUS CHINA RAILK-3398SAN RAPHAELTOILETSVITREOUS CHINA BATHK-3398SAN RAPHAELTOILETSVITREOUS CHINALINEN W.I.C.DEMISING LINESSTVTV
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