The URL can be used to link to this page

Home My WebLink AboutDRAWINGSHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANG1CCOVER & SITE PLAN BUILDING DATA·2020 FLORIDA BUILDING CODE RESIDENTIAL, 7th EDITION·2020 FLORIDA BUILDING CODE EXISTING, 7th EDITION·NFPA-70 (NEC), 2017 EDITION·2020 FBC RESIDENTIAL, 7th EDITION - PLUMBINGCOMPLIANCE METHOD: WORK AREACLASSIFICATION: ALTERATION LEVEL IISCOPE OF WORKREMODEL:·ADA REMODEL AT EXISTING MASTER BEDROOM, BATHROOM, SIDEWALK,AND DRIVEWAY PER PLAN.·REWIRE ELECTRICAL SYSTEM AS REQ'D. (LOAD CALCS. BY OTHERS)CGN010203S1SD1COVER SHEET & SITE PLANGENERAL NOTESDEMOLITION PLANFLOOR PLANELECTRICAL PLANFOUNDATION PLANDETAIL SHEETSITE PLAN1"=30'DRAWING INDEXNORTHDR. ZHENLI HE RESIDENCE5301 DEER RUN DR.FT. PIERCE, FL 34951 SHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANG2GNGENERAL NOTESA.B. Abv. A/C Adj.A.F.F.A.H.U.ALT.B.C.B.F.Bk ShBm.BOT. B.P.Brg. Cir.Clg.Col.Comp. C.T. DDec.Ded.Dbl.Dia.Disp.Dist.D.S.D.V.D.W.Ea.E.W.Elec.Elev.Ext.Exp.Anchor BoltAboveAir-ConditionerAdjustableAbove Finished FloorAir Handler UnitAlternateBase CabinetBifold DoorBook ShelfBeamBottomBypass doorBearingCircleCeilingColumnA/C CompressorCeramic TileDryerDecorativeDedicated OutletDoubleDiameterDisposalDistanceDrawer StackDryer VentDishwasherEachEach WayElectricalElevationExteriorExpansionF.B.C.R.F.F.F.G.Flr.Fnd.Flr. Sys.F/PFt.Ftg.FXGalv.G.C.G.F.I.G.T.Hdr.Hgt.HBInt.K/WallK.S.Laun.Lav.L.F. L.T.Mas.MaxM.C. Mfgr.Micro.Min.M.L.Mir.MonoN.T.S.Florida Bldg. Code Resid.Finished FloorFixed GlassFloorFoundationFloor SystemFireplaceFoot / FeetFootingFixedGalvanizedGeneral ContractorGround Fault InterrupterGirder TrussHeaderHeightHose BibbInteriorKneewallKnee SpaceLaundryLavatoryLinear Ft.Laundry TubMasonryMaximumMedicine CabinetManufacturerMicrowaveMinimumMicrolamMirrorMonolithicNot to ScaleOpn'g.Opt.Pc.Ped.P.L.PLFPlt Sh.PSFP.T.Pwd.Rad.Ref.Req'd.Rm.Rnd.R & SHSD.S.F.Sh. SHTS.L.S.P.F.Sq.S.Y.P.Temp.Thik'n.T.O.B.T.O.M.T.O.P.Trans.Typ.UCLU.N.O.VBVert.V.L. VTRWw/W.C.W.A.Wd.WPOpeningOptionalPiecePedestalParallamPounds per linear footPlant ShelfPounds per square footPressure TreatedPowder RoomRadiusRefrigeratorRequiredRoomRoundRod and ShelfSmoke DetectorSquare Ft.ShelvesSheetSide LightsSpruce Pine FirSquareSouthern Yellow PineTemperedThickenTop of BlockTop of MasonryTop of PlateTransom WindowTypicalUnder Cabinet LightingUnless Noted OtherwiseVanity BaseVerticalVersalamVent through RoofWasherWithWater ClosetWedge AnchorWoodWater ProofABBREVIATIONSVPVapor ProtectedB.F.F.Below Finished FloorF.B.C.Florida Bldg. Code Plt Ht.Plate HeightF.V.Field VerifyFIELD REPAIR NOTES1.OMITTED REBAR MAY BE REPAIRED BY DRILLING A 3/4" DIAMETER HOLE MIN. 6"DEEP AND INSTALL NO. 5 BAR INTO EPOXY FILLED HOLE. EPOXY TO BE SIMPSONSTRONG TIE EPOXY OR EQUIVALENT (FOLLOW MANUFACTURE'S INSTRUCTIONS).ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLEBY USING COMPRESSED AIR PRIOR TO APPLYING EPOXY. ALLOW EPOXY TOCURE TO MANUFACTURER'S SPECIFICATIONS THEN FILL CELL IN THE NORMALWAY DURING BOND BEAM POUR. LAP SPLICE TO BE 25" MIN. AND HOOKS AT TOPOF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING BEND).2.MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL ORGREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT APPROVALFROM E.O.R. PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS AREFOLLOWED. EXCEPTION: SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1@BOT. PLT. & SP2 @TOP PLT.3.FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLEDCELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.).4.WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON-LOAD BEARINGWALLS.5.MISSED BOND BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BESUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP WITH (4) 1/4"x2-1/4"TAPCONS TO MASONRY AND (7) 10d NAILS FOR UPLIFT LESS THAN 875 LBS.. (USETWO MTSM16 FOR UPLIFTS LESS THAN 1750 LBS). NO MORE THAN 10 STRAPSMAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER CONNECTIONSARE MISSED, CONTACT ENGINEER OF RECORD FOR SUBSTITUTION.BOLTS AND THREADED RODS1.ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)2.ALL THREADED RODS USED AS ANCHOR BOLTS TO BE F1554 GRADE 36.WOOD CONSTRUCTION1.WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)2.ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS ANDMISC. STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLEEND BRACING) SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADESHALL BE USED REGARDLESS OF SPECIES.3.ALL 2X8's OR DEEPER MEMBERS TO BE SOUTHERN PINE NO. 2 GRADE4.ALL TRUSS MEMBERS (I.E. TOP & BOTTOM CHORD, WEBS) TO BE SOUTHERNPINE NO. 2 GRADE5.PRESERVATIVE-TREATED WOOD WITH FIELD-CUT ENDS, NOTCHES ANDDRILLED HOLES SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M46.USE OF PRESERVATIVE-TREATED WOOD OR NATURAL DURABLE WOODSHALL BE PROVIDED IN THE FOLLOWING LOCATIONS PER FBCR R317:A. JOISTS WHEN CLOSER THAN 18" OR GIRDERS CLOSER THAN 12" FROMGRADEB. FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIORFOUNDATIONS LESS THAN 8" FROM GRADEC. SILLS AND SLEEPERS ON CONCRETE SLAB THAT IS IN DIRECT CONTACTWITH THE GROUND (UNLESS SEPARATED BY MOISTURE BARRIER)D. ENDS OF GIRDERS ENTERING CONCRETE OR MASONRY WALLS HAVINGCLEARANCES OF LESS THAN 1/2" ON TOPS, SIDES AND ENDSE. SIDING, SHEATHING AND WALL FRAMING ON EXTERIOR OF BUILDINGHAVING LESS THAN 6" FROM GRADE OR 2", MEASURED VERTICALLY, FROMCONCRETE SLAB, STEP OR SIMILAR HORIZONTAL SURFACE EXPOSED TOWEATHERF. FURRING STRIPS OR FRAMING MEMBERS ATTACHED DIRECTLY TO THEINTERIOR SIDE OF THE EXTERIOR MASONRY OR CONCRETE WALLSBELOW GRADE (UNLESS SEPARATED BY MOISTURE BARRIER)G. MEMBERS IN CONTACT WITH GROUND OR EMBEDDED IN CONCRETEEXPOSED TO WEATHER SHALL BE APPROVEDPRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUNDCONTACTH. MEMBERS EXPOSED TO WEATHER WITHOUT ADEQUATE PROTECTIONFROM A ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULDPREVENT MOISTURE ACCUMULATION ON THE SURFACE OR JOINTSBETWEEN MEMBERS*NOTE: USE PRESERVATIVE-TREATED LUMBER OR A MOISTURE BARRIERFOR ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY.DESIGN REQUIREMENTSDESIGN LIVE LOADS(MINIMUM):A.ROOFS - 20 PSFB.ATTIC WITHOUT STORAGE - 10 PSFC.ATTIC WITH LIMITED STORAGE - 20 PSFD.GUARDRAILS AND HANDRAILS - 200 LBS. CONCENTRATED LOADIN ANY DIRECTIONE.GUARDRAILS IN-FILL COMPONENTS - 50 LBS (TO SQUARE FOOTAREA)WIND DESIGN LOAD INFORMATION-(PER FBCR 2020 7th EDITION R301, REF. ASCE 7-16)BASIC WIND SPEED (Vult) = 150 MPH (3 SECOND GUST)(Vasd) = 116 MPH (3 SECOND GUST)BUILDING CATEGORY = II (ASCE 7-16)WIND EXPOSURE(ALL SIDES) =B (ASCE 7-16)INTERNAL PRESSURE COEFFICIENTS (ASCE 7-16)ENCLOSED BUILDINGS = +/-0.18PARTIALLY ENCLOSED BUILDINGS = +/-0.55(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURESARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE7-16 DEFINITIONS CLASSIFYING AS SUCH)ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALLBE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (ASD):FOR WALL LOCATIONS: + 24.3 PSF, - 32.5 PSFFOR ROOF LOCATIONS: + 14.7 PSF, - 71.1 PSFGENERAL NOTES 013SHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANGDEMOLITION PLAN1/8"=1'-0"DEMOLITION PLAN DEMOLITION NOTES:1.G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST.CONDITIONS VARY FROM PLANS.2.G.C. TO VERIFY WALLS AS NON-LOAD BEARING BEFOREREMOVAL OR PROVIDE SHORING AS REQ'D.LEGENDEXISTING TO REMAINEXISTING TO BE REMOVED SHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANG024INDICATES EXISTING WALL TO REMAINFLOOR PLAN NOTES:LEGENDFLOOR PLAN1/8"=1'-0"FLOOR PLAN NOTE:G.C TO FIELD VERIFY WINDOW/DOOR SIZES PRIOR TO WINDOW/DOOR PURCHASE.COMPONENT DESIGN PRESSURE (pasd)SQ.FT. CALC'SEXISTING LIVINGEXISTING ENTRYEXISTING GARAGEEXISTING PATIOEXISTING SCREENED ENCLOSURETOTAL UNDER ROOF2,235 SQ. FT.93 SQ. FT.489 SQ. FT.122 SQ. FT.368 SQ. FT.3,307 SQ. FT.HATCH INDICATES NEW 2x4 (U.N.O.)NON-LOAD BEARING FRAME WALL STUDS@ 16" O.C. REFER TO DTL. 1/SD1EGRESS NOTE:PER THE FLORIDA BUILDING CODEEXISTING, CHAPTER 6 SECTION 604, MEANSOF EGRESS, "REPAIRS SHALL BE DONE INA MANNER THAT MAINTAINS THE LEVEL OFPROTECTION PROVIDED FOR THE MEANSOF EGRESS". EXISTING WINDOW OPENINGSWHICH DO NOT CURRENTLY MEET EGRESSWILL REMAIN UNMODIFIED. EXISTINGDAMAGED WINDOWS TO BE REMOVED ANDREPLACED WITH SAME SIZE OPENING.1.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENTROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVERTHE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS &DOORS TO COMPLY WITH 2020 FBC (7th EDITION) ENERGYEFFICIENCY CODE.2.DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED ASNOTED.3.G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BEINSTALLED TO ENSURE COMPLIANCE4.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE ANDIT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARDAPPLIED TO THE GARAGE SIDE (INCLUDING ATTIC ACCESSES).PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILINGONLY WHEN HABITABLE SPACE IS ABOVE. APPLYPERPENDICULAR TO CEILING FRAMING.5.DOOR FROM RESIDENCE TO GARAGE MUST BE SOLID WOODDOORS NOT LESS THAN 1-3/8" IN THICKNESS, SOLID ORHONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK,OR 20-MINUTE FIRE-RATED DOORS.6.H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C.CONTRACTOR7.REFER TO FLOOR PLAN FOR CEILING HEIGHTS8.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTINGCONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK9.NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALLLIKE AREAS UNLESS NOTED OTHERWISE10.IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2"GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARDFOR 24" O.C. FRAMING (1/2" SAG-RESISTANT GYPSUM BOARD MAYBE USED I.L.O. OF 5/8" GYPSUM).11.PROVIDE MIN. R-13 INSULATION IN FRAME WALLS SEPARATINGGARAGE AND CONDITIONED AREAS OF THE RESIDENCE UNLESSNOTED OTHERWISE ON ENERGY CALCS.12.G.C. TO VERIFY WITH WINDOW MANUFACTURER THAT ALLWINDOWS MARKED AS EGRESS HAVE A NET CLEAR OPENING OF5 S.F. IF LOCATED AT GRADE FLOOR, OR 5.7 S.F. AT OTHERFLOORS (I.E. 2ND FLOOR). A 24" MINIMUM CLEAR OPENINGHEIGHT AND A 20" MINIMUM CLEAR WIDTH ARE REQUIRED.13.PROVIDE WINDOW GUARDS THAT COMPLY WITH ASTM F2006 ORF2090 FOR OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR SURFACE BELOW, AND IF THELOWEST PART OF THE CLEAR OPENING OF THE WINDOW ISLOCATED WITHIN 24" OF THE FINISH FLOOR OF THE ROOM.14.EXTERIOR GLAZED OPENINGS LOCATED IN WIND-BORNE DEBRISREGIONS SHALL BE PROTECTED PER FBCR 2020 SEC. R301.2.1.2NOTE:G.C TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TOWINDOW/ DOOR PURCHASE.WIDTH (X'-X")XXXXHEIGHT (X'-X")DOOR/ FRAMEWINDOW SIZE LEGENDCMU WINDOW SIZELEGENDXXCMU COMMODITYSIZE CALL OUT S SSSSSSSHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGSSPEDR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517BELFOR-YANGELECTRICAL PLAN1/8"=1'-0"503ELECTRICAL PLAN NOTE:ALL EXISTING ELECTRICAL OUTLETS &FIXTURES NOT ADDRESSED TO REMAIN.ELECTRICAL NOTES:ELECTRICAL LEGENDSSSWITCH, SINGLE POLESWITCH, THREE WAYOUTLET 110-115OUTLET 110-115, GROUND FAULT CIRCUITINTERRUPTERLIGHT FIXTURE, CEILING MOUNTEDLIGHT FIXTURE, RECESSEDLIGHT FIXTURE, RECESSED VAPOR PROOFSMOKE DETECTORCARBON MONOXIDE DETECTOREXIST. CARBON MONOXIDE ALARMS SHALLMEET THE REQUIREMENTS OF SECTION R315OF THE FLORIDA BUILDING CODE 7th EDITION(RESIDENTIAL). ADD OR UPGRADE AS REQ'DEXIST. SMOKE ALARMS SHALL MEET THEREQUIREMENTS OF SECTION R314 OF THEFLORIDA BUILDING CODE 7th EDITION(RESIDENTIAL). ADD OR UPGRADE AS REQ'D1.THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENTPURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THERESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.2.LOCATION OF EXISTING UNDERGROUND UTILITY LINES ANDSTRUCTURES SHALL BE DETERMINED AND VERIFIED IN THEFIELD PRIOR TO COMMENCING WORK, ELECTRICALCONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TOOTHER TRADES.3.ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, ORCEILINGS SHALL BE MOUNTED FLUSH WITH FINISHEDSURFACE AND CONDUITS AND/OR CABLES SHALL BECONCEALED UNLESS OTHERWISE NOTED.4.EXTERIOR, GARAGE, KITCHEN COUNTER, DISHWASHER,BATHROOM OR ANY OUTLETS WITHIN 6' OF A SINK ARE GFI.5.ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2017 &SECTIONS R314 OF THE 2020 FLORIDA BUILDING CODE(RESIDENTIAL), 7th EDITION.6.ALL 120-VOLT, SINGLE PHASE 15-20 AMP BRANCH CIRCUITSTHAT SUPPLY OUTLETS IN KITCHENS, FAMILY ROOMS, DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREASPER NEC 210.12(A) SHALL BE PROTECTED BY ANY OF THEMEANS DESCRIBED IN THE 2017 NEC SECTION 210.12(A)(1-6)7.ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TONEC 2017.8.EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTEDPROVIDED LOCATION WHERE EXCEPTION IS DESIRED ISALLOWED PER NEC 2017.9.CARBON MONOXIDE ALARMS PER SECTIONS R315 OF THE 2020FLORIDA BUILDING CODE (RESIDENTIAL), 7th EDITION. ALARMSSHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDINGWIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. ASINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUALSMOKE & CARBON MONOXIDE DETECTORS.10.PER NEC 2017 SECTION 406.12. PROVIDE TAMPER-RESISTANTRECEPTACLES IN ALL AREAS AS SPECIFIED IN SECTION 210.52,FOR ALL NON-LOCKING TYPE 125-VOLT,15-20 AMPRECEPTACLES.11.VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNERPRIOR TO COMMENCEMENT OF WORK12.ALL OUTLETS TO BE TAMPER RESISTANT13.ALL WIRING IS TO BE #14 AWG OR LARGER (SIZE PER NEC)SOLID COPPER TYPE THHN AND ELECTRICAL SERVICE WIRINGIS TO BE TYPE THW OR THWN.14.ALL WIRING IS TO BE SHEATHED NM OR NMC WHERE REQ'D(ROMEX)15.USE CLAMPING TYPE ROMEX CONNECTORS AT EACH BOX.16.EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER BAREGROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR INTHE MAIN DISTRIBUTION PANEL. ALTERNATE INSTALLATION OFA GREEN PIGTAIL FROM THE GROUND SCREW TO THE LUG ONTHE BOX WHERE THE GREEN GROUND WIRE IS CONNECTED.(IF METAL BOX) SHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANGS16FOUNDATION PLAN 1.PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTSTO BE LAPPED MIN. 6" AND SEALED.2.PROVIDE 3-1/2" CONC. SLAB (4" MIN. IN GARAGE) W/6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTHON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATEDCOMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHENFIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SETFORTH IN THE FBCR & FBC EXISTING 2020 7th EDITION).3.VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & BONDBEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDINGBEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25".4.CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR SILLS.5.EXTERIOR SLABS SHALL SLOPE 1/4" PER FOOT AWAY FROMHOUSE.6.CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODEBUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBERREINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF1/4 OF THE THICKNESS OF THE SLAB (BETWEEN 4 TO 12HOURS AFTER FINISH) FILL CUT W/ APPROVED JOINTMATERIAL OR USE ALTERNATE APPROVED METHOD.FOUNDATION NOTES:FOUNDATION PLAN1/8"=1'-0" SD17SHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE DRAWNOFSHTDATEDESCRIPTIONREV.09.15.2021AS NOTEDAGPHONE: 321.251.6006 3662 AVALON PARK EAST BLVD. SUITE 2072 CA#27371SSPE ORLANDO, FL. 32828 DR. ZHENLI HE RESIDENCE 5301 DEER RUN DR. FT. PIERCE, FL. 349517 CARL R. SCIPIONI, P.E. FLORIDA REG. #86361 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CARL R. SCIPIONI ON 9/15/2021 10:41 AM USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY.THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2020, 7th EDITION (REF. ASCE-7-16) AND IS CERTIFIED AS SUCH.BELFOR-YANGDETAILS 1INT. NON-LOAD WALLFRAMING DETAIL3/8"=1'-0"2SLAB REPAIR @PLUMBING3/8"=1'-0"3CONCRETE WALKWAYEXTENSION DETAIL 3/8"=1'-0"