1849 Ocean Grove Drive RES24-0066 Revision 04.09.2024 FEGA23-020_1849 OCEAN GROVE-(DS REVISED PERMIT SET)-3.26.24100AA0000111011BACDA6.11101KITCHEN1111100NORTHWINDOW / LOUVER TYPEKEY NOTE SYMBOLREVISIONROOM NAMETOILET ACCESSORIESINTERIOR ELEVATIONWALL SECTIONCOLUMN DESIGNATIONROOM NUMBERDOOR NUMBERSYMBOLSDESCRIPTIONPARTITION TYPENORTH ARROWSHEET NUMBER WHEREELEVATION IS DRAWNCUTTING PLANEINDICATES DIRECTION OFDETAILNUMBER INDICATESWALL SECTIONSHEET NUMBER WHERESECTION IS DRAWNINDICATES DIRECTIONOF CUTTING PLANESHEET NUMBER WHERESECTION IS DRAWNNUMBER INDICATESWALL SECTIONINDICATES DIRECTIONOF VIEWLETTER INDICATESELEVATIONMATCH LINECONTINUOUS WOODFURRINGDISCONTINUOUS WOODBLOCKING OR SHIMCONCRETE MASONRYUNITDESCRIPTIONMATERIAL SYMBOLSEARTH OR COMPACTEDFILLCONCRETEBRICKPLYWOODFINISH WOODORIENTED STRANDBOARDBATT INSULATIONRIGID BOARDINSULATIONPORTLAND CEMENTPLASTER ON MTL LATH(STUCCO)EXTERIOR ELEVATIONSHEET NUMBER WHEREELEVATION IS DRAWNINDICATES DIRECTIONOF VIEWLETTER INDICATESELEVATIONDESCRIPTIONMATERIAL SYMBOLSDESCRIPTIONDETAIL SYMBOLS6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A0.0COVER SHEETFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"ABBREVIATIONSGENERAL NOTESREFERENCE SYMBOLSANGLEATANCHOR BOLTABOVEAIR CONDITIONINGACOUSTICALACOUSTIC CEILING TILEADDITIONALADHESIVEADJUSTABLE / ADJACENTABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMAMPEREANODIZEDACCESS PANELAPPROVEDARCHITECT (URAL)ASPHALTAVERAGEA@A.B.ABVA/CACOUSACTADDLADHADJAFFAHUALTALAMPANODAPAPPD.ARCHASPHAVEEEAEBEFEJELELECELEVELEV/ELEMERENCLENGRENTEPEPSEQEQUIPETREWEWCEXISTEXPEXTEWHEASTEACHEXPANSION BOLTEXHAUST FANEXPANSION JOINTELEVATION (ABOVE DATUM)ELECTRICELEVATION (DRAWING)ELEVATOREMERGENCYENCLOSUREENGINEERENTRANCEELECTRIC PANELEXPANDED POLYSTYRENEEQUALEQUIPMENTEXISTING TO REMAINEACH WAYELECTRIC WATER COOLEREXISTINGEXPOSEDEXTERIOR (OR EXTENSION)ELECTRIC WATER HEATERMATLMAXMBMDFBMECHMEDMEZZMEMBMDOMFRMINMIRMISCMMMOMODMRBMTMTLMULLMTDMATERIALMAXIMUMMARKER BOARDMEDIUM DENSITY FIBER BDMECHANICALMEDIUMMEZZANINEMEMBRANEMEDIUM DENSITY OVERLAYMANUFACTURERMINIMUMMIRRORMISCELLANEOUSMILLIMETERMASONRY OPENINGMODULARMARBLEMETAL THRESHOLDMETALMULLIONMOUNTEDSSANSCSCHSDSDSECTSERVSGDSHSHTSHTHGSIMSKLSLSNTSOGSPECSPKSQSQ FTSSSSTLSTLSTDSTGSTRSUSPSYMSYMMSOUTHSANITARY (PIPE)SOLID CORE (DOOR)SCHEDULESMOKE DETECTORSTORM DRAINSECTIONSERVICESLIDING GLASS DOORSHELVESSHEETSHEATHINGSIMILARSKYLIGHTSLEEVESEALANTSLAB ON GRADESPECIFICATIONSPEAKERSQUARESQUARE FEETSERVICE SINKSTAINLESS STEELSTEELSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMBOLSYMMETRICALBDBFBITBLDGBLKBLKGBMB.M.BPLBRGBRKBTMBTUBTWN.BURBOARDBI-FOLD (DOOR)BITUMINOUSBUILDINGBLOCKBLOCKINGBEAMBENCH MARKBEARING PLATEBEARINGBRICKBOTTOMBRITISH THERMAL UNITBETWEENBUILT UP ROOFCCABCAPCBCEMCFTCFMCGCHAMCHGCICIPCJCLCLFCLGCLOCMTCMUCOCOLCOMBCONCCONDCONNCONSTR.CONTCONTR.CORRCPTCRSCSCSATCTCTRCUCWCHWCYDCHANNELCABINETCAPACITYCATCH BASINCEMENTCUBIC FEETCUBIC FEET PER MINUTECORNER GUARDCHAMFERCHANGECAST IRONCAST IN PLACECONSTRUCTION JOINTCENTERLINECHAIN LINK FENCECEILINGCLOSETCERAMIC MOSAIC TILECONCRETE MASONRY UNITCASED OPENINGCOLUMNCOMBINATIONCONCRETECONDUITCONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTORCORRIDORCARPETCOURSE(S)CAST STONECONCEALED SPLINE ACOUSTICAL TILECERAMIC TILECOUNTERCUBICCOLD WATERCHILLED WATERCUBIC YARDDDADBDIRDEGDEMODEPTDEPDFDIADIAGDIFFDIMDISDODPDNDRDRYDSDTADTSDWDWGDWRDRAINDOUBLE ACTINGDECIBELDIRECTORYDEGREEDEMOLITIONDEPARTMENTDEPRESSEDDRINKING FOUNTAINDIAMETERDIAGONALDIFFUSERDIMENSIONDISPENSERDOOR OPENINGDAMPPROOFINGDOWNDOORDRYER (MACHINE)DOWNSPOUTDOVETAIL ANCHORDOVETAIL SLOTDISHWASHERDRAWINGDRAWERFDNFEFECFFFRTWFFEF&IFHCFINFIXTFLFLUORFPFPLFOSFRTFTFTGFURRFUTFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE RESISTANT TREATED WOODFINISH FLOORFINISHED FLOOR ELEVATIONFURNISH AND INSTALLFIRE HOSE CABINETFINISHEDFIXTUREFLOORFLUORESCENTFIREPROOFINGFIREPLACEFACE OF STUDSFIRE RETARDANT TREATEDFOOTFOOTINGFURRED(ING)FUTURENNATLNGVDNICNONOMNTSNORTHNATIONALNATIONAL GEODETICVERTICAL DATUMNOT IN CONTRACTNUMBERNOMINALNOT TO SCALEGGAGALVGALGBGCGFIGLGOVTGRGTGWBGYPSGASGAUGEGALVANIZEDGALLONGRAB BARGENERAL CONTRACTORGROUND FAULT INTERRUPTERGLASSGOVERNMENTGRADEGROUTGYPSUM WALL BOARDGYPSUM SHEATHINGHBHCHCOREHDRHDWHDWDHTHMHORHPHRHTRHVACHWHOSE BIBBHANDICAPPEDHOLLOW COREHEADERHARDWAREHARDWOODHEIGHTHOLLOW METALHORIZONTALHIGH POINTHOURHEATERHEATING, VENT.& AIR COND.HOT WATERINSIDE DIAMETERIN LIEU OFINCHINSULATIONINTERIORIDI.L.O.ININSULINTJANJSTJTJANITORJOIST (FLOOR OR ROOF)JOINTKDKITK/SKNOCKDOWN (CEILING)KITCHENKNEE SPACELLABLAMLAVLDRLGMFLHLIN FTLOCLPLTLVLLVRLENGTHLABORATORYLAMINATEDLAVATORYLEADERLIGHT GAGE MTL FRAMINGLEFT HANDLINER FEETLOCATIONLOW POINTLAUNDRY TUBLAMINATED VENEER LUMBERLOUVEROAOBSOCODOFFOGDOHDOJOPEROPNGOPPOPTOSBOZOVERALLOBSCURE (GLASS)ON CENTEROUTSIDE DIAMETEROFFICEOVERHEAD GARAGE DOOROVERHEAD DOOROPEN WEB STEEL JOISTSOPERABLEOPENINGOPPOSITEOPTIONALORIENTED STRAND BOARDOUNCEPLPLASPL LAMPLBGPWDPORTPRPREFABPRESSPLPSFPTPTDPVCPVMTPWDPLATEPLASTERPLASTIC LAMINATEPLUMBINGPLYWOODPORTABLEPAIRPREFABRICATEDPRESSUREPROPERTY LINEPOUNDS PER SQ. FT.PRESERVATIVE TREATEDPAINTEDPOLYVINYL CHLORIDE(PIPE)PAVEMENTPLYWOODRR/ARADRDRDLRECRECTREFREFREFLREGREINFRESILREQDREVRFHRMROR&SRTRUBRISERS (ON STAIRS)RETURN AIRRADIUSROOF DRAINROOF DRAIN LEADERRECEPTORRECTANGLEREFRIGERATORREFERENCEREFLECTED (CEILING)REGLETREINFORCEMENTRESILIENTREQUIREDREVISION(S), REVISEDROOF HATCH ROOMROOMROUGH OPENINGROD & SHELF(S)RUBBER TILERUBBERQUARRY TILEQUANTITYQTQTYTT>BTELTEMPTHKTHRTHRUTKSTOBTRANSTOCTOSTOWTVTYPTJTREADS (@ STAIRS)TONGUE & GROOVETACKBOARDTELEPHONETEMPERED (GLASS)THICK(NESS)THRESHOLDTHROUGHTACKSTRIPTOP OF BLOCKINGTRANSFORMERTOP OF CONCRETETOP OF STEELTOP OF WINDOWTELEVISIONTYPICALTOOLED JOINTUCUNFUNOURUNDER COUNTERUNFINISHEDUNLESS NOTED OTHERWISEURINALVVACVARVBVBVBVCTVERTVESTVIFVOLVPVTVTRVENTVACUUMVARIESVANITY BASE (CABINET)VAPOR BARRIERVINYL BASEVINYL COMPOSITION TILEVERTICALVESTIBULEVERIFY IN FIELDVOLUMEVENEER PLASTERVINYL TILEVENT THRU ROOFWW/WASHWCWDWGWHWICWINW/OWPWRGWBWSWSWTWWMWEST (OR WIDTH)WITHWASHING MACHINEWATER CLOSETWOODWIRE GLASSWATER HEATERWALK-IN CLOSETWINDOWWITHOUTWATERPROOFINGWATER RESISTANT GWBWATER SOFTENERWATERSTOPWEIGHTWELDED WIRE MESHFAFBOFDFIRE ALARMFURNISHED BY OTHERSFLOOR DRAIN#, LBPARPARTPBDPCPEDPFBPKGPOUNDPARALLELPARTITIONPARTICLE BOARDPRECAST (CONCRETE)PEDESTAL (SINK)PREFABRICATEDPARKING1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITHTHE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALLCITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES,STATUES AND ORDINANCES.2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THEFILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THECONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TOCOMMENCEMENT WITH THE WORK.3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNERAND MANAGER CONCERNING HOURS OF AVAILABILITY OF ELEVATOR FOR MATERIAL TRANSPORTAND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS.4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCEWITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDINGREGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USEOF UNION LABOR.5. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONSSHOWN ON DOCUMENTS AND MUST NOTIFY RINK DESIGN PARTNERSHIP INC. OF ANYDISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHERTRADES.7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADESUNDER THEIR JURISDICTION.8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT,UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED ANDINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS ANDINSTRUCTIONS.9. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED.WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT" ARE USED, RDPI TODETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOTLESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT.11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORKUNLESS OTHERWISE NOTED.12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OFWASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY.13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THECONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS.14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERNOVER SMALLER SCALE DRAWINGS.15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GETCLARIFICATION AND DIRECTION FROM RDPI PRIOR TO PROCEEDING WITH THE WORK.16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLYAND BE FREE OF VIBRATION.17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTSAND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE.18. THE CONTRACTOR SHALL NOT TO LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULLHEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS.19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESSNOTED OTHERWISE.20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OFSPECIFIED FINISHES.21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATIONSPECIFIED.22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATIONOF SPECIFIED FLOOR FINISH(-ES).23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALLSUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE.CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS.24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVERPROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUMONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NOSTREAKING OR BLEEDING OF UNDERCOATS.25. UPON COMPLETION OF THE WORK, THE CONTACTOR TO NOTIFY BUILDING OWNERREPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER REP WILL COMPILE A"PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTORY AND/OR INCOMPLETE WORK.FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST.26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES.WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTORTO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TOMAINTAIN FIRE OR SOUND RATING WHERE REQUIRED.27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHENTENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGSOR INSTALLATIONS.28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONSTO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING.29. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS WITH FIRE SAFINGMATERIAL OR FIRE-RATED CAULK, CONTINUOUS AS REQUIRED BY CODE.30. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATEDPARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING SLABS. SEAL TOMAINTAIN PROPER RATING.31. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARENOMINAL UNLESS OTHERWISE INDICATED.32. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTEDOTHERWISE.33. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK.DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBILE FOR MILLWORKENGINEERING.34. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS OR BEAMS, NEWFIREPROOFING TO BE INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. CONTRACTORTO VERIFY IN FIELD.35. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL ANDVOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES.36. WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENCLOSURE,THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH BATTINSULATION AND FITTED WITH ESCUTCHION PLATES ON BOTH SIDES OR EQUALIVALENTTREATMENT TO INSURE COMPLIANCE WITH FIRE RATING.37. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION,EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE-RATING.38. UNLESS OTHERWISE NOTED, ALL NEW DOORS TO TO HAVE LEVER HARDWARE.PROJECT LOCATIONVICINITY MAPAPPLICABLE CODESFLORIDA BUILDING CODE 8TH EDITION 2023FLORIDA EXISTING BUILDING 8TH EDITION 2023FLORIDA PLUMBING CODE 8TH EDITION 2023FLORIDA MECHANICAL CODE 8TH EDITION 2023FLORIDA ACCESSIBILITY CODE 8TH EDITION 20238TH EDITION FLORIDA FIRE PREVENTION CODE BASED ON NFPA 1 FIRECODE 2021 EDITION & NFPA 101 LIFE SAFETY CODE 2021 EDITIONOCCUPANCY TYPE GROUP: R-3 RESIDENTIAL FBC 2023 (311.2)CONSTRUCTION TYPEEXISTING BUILDING - TYPE 3B FBC 2023 (TABLE 601)SPRINKLERED Y/NNOGROSS BUILDING AREAGROSS AREA615 SFFBC 2023 & FFPC CODE SUMMARYNOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLYSheet IndexSheetNumberSheet NameArchitecturalA0.0 COVER SHEETA1.0 AS-BUILT FLOOR PLANSA1.1 1ST FLOOR DEMO & PROPOSED PLANSA1.2 2ND FLOOR DEMO & PROPOSED FLOOR PLANSA1.3 3RD FLOOR DEMO & PROPOSED PLANSA2.0 ELEVATIONSAD1 WINDOW FLASHING INSTALLATIONAD2 DOOR INSTALLATION DETAILSAD3 STUCCO DETAILSE0.0 ELECTRICAL NOTES AND DETAILSE1.0 PROPOSED POWER PLANS3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
UPFRIDGECOOKTOP20' - 4"18' - 11"16' - 11"10' - 10"5' - 3"5' - 4"4' - 8"3' - 0"2' - 2"2' - 2"3' - 11"6' - 6"5' - 3"4' - 5"4' - 1"2' - 1"2' - 10"12' - 6"4' - 0"6' - 0"2' - 5"14' - 4"10' - 2"3' - 2"4' - 9"4' - 1"8' - 5"11' - 1"7' - 1"7' - 9"3' - 2"2' - 6"4' - 3"6' - 5"1' - 2"3' - 1"12' - 4"12' - 6"17' - 2"10' - 11"3' - 3"3' - 5"2' - 4"7' - 7"6' - 0"5' - 1"5' - 0"2' - 1"7' - 3"5' - 4"4' - 11"1' - 9"3' - 0"7' - 9"12' - 7"2' - 10"7' - 4"12' - 11"16' - 10"12' - 7"12' - 11"15' - 10"2' - 10"16' - 0"4' - 1"16' - 7"11' - 3"6' - 4"10' - 5"10' - 5"9' - 11"23' - 0"13' - 9"4' - 5"3' - 1"3' - 11"7' - 11"5' - 5"7' - 10"5' - 8"4' - 5"5' - 4"7' - 2"10' - 9"2' - 1"6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A1.0AS-BUILT FLOORPLANSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLYTHESE RECORD DOCUMENTS HAVE BEEN PREPARED FOR THE PURPOSES OF DOCUMENTING THE EXISTING STRUCTURE INDICATED ON THE COVER SHEET/TITLE BLOCK. THESE DOCUMENTS HAVE BEEN PREPARED USING IN-PERSON FIELD VERIFICATION UTILIZING LIDAR LASER TECHNOLOGY. FORETRESS ENGINEERING GROUP LLC ASSUMES NO RESPONSIBILITY FOR ANY WORK PRIOR TO OR CHANGES MADE AFTER THE DATE OF THESE RECORD DOCUMENTS OR FOR ANY ITEMS DENOTED ON THESE DOCUMETNS THAT WERE NOT ACCESSIBLE TO BE INSPECTED AT THE TIME THESE RECORD DOCUMENTS WERE PREPARED. THOSE RELYING ON THESE RECORD DOCUMENTS ARE ADVISED TO CONFIRM THAT THESE DOCUMENTS ARE A CURRENT RELECTION OF THE EXISXTING WORK PRIOR TO THE USE OF THIS INFORMATION. NOTIFY ENGINEEER OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF ANY NEW WORK.1/4" = 1'-0"1FLOOR PLAN: AS-BUILT1/4" = 1'-0"22ND FLOOR AS-BUILT1/4" = 1'-0"33RD FLOOR AS-BUILT3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
VERIFY INTERIOR BEARING WALLS PERTRUSS ENGINEERINGPROVIDE WEATHER PROOFENCLOSURE AT EXTERIOR OUTLETS2.GENERAL NOTES1.ALL FLOOR FINISHES TO BE DETERMINEDBY BUILDER & CLIENT3.ALL EXTERIOR WINDOWS & DOORS TOHAVE 7'-0" HEAD HEIGHT A.F.F.UNLESS OTHERWISE NOTED4.ALL TRANSITIONS FROM FINISHED FLOORTO GRADE OR OTHER ON 1ST LEVEL TOULTIMATELY BE DETERMINED BY BUILDER5.BUILDER TO VERIFY MIN. 24" SILL HEIGHT@ ALL WINDOWS6.BRAND & STYLE OF WINDOWS & DOORS TOBE SELECTED BY BUILDER - COORDINATEW/ ENERGY CALCS7.PROVIDE ALL REQUIRED 2X WD. BLOCKINGIN WALLS FOR CABINETS & TVS, ETC.8.CLOSET SYSTEM OPT. FOR ALLBEDROOMS, PANTRY, LINEN, ETC. OPENSHELVES9.ALL EXTERIOR PERIMETERWALLS ARE DRAWN AT 4" U.O.N.ALL STANDARD INTERIOR WALLSARE DRAWN AT 4.5" U.O.N.ALL STANDARD PLUMBING WALLSARE DRAWN AT 6.5" U.O.N.11.TYPICAL BATH NOTES: A. MIN. 12" VANITY B. MIN. 36" CLEAR FOR W.C. C. MIN. 36"X72" CLEAR FOR 30"X60"TUB/SHWR. COMBO-PROVIDE 36" DEEP SOFFIT @ 9' A.F.F.-PROVIDE 18"W X 24"H X 6" DPNICHE @ TUBD. OPT. 36"X72" FULL SHOWER W/ FULLHEIGHT TEMPERED GLASS & MIN. 24"X80"GLASS DOOR10.DENOTES EGRESS WINDOWREQUIRED12.EUPUPDEMO EXISTING DOOR AND FILL IN WALL, TYP. DEMO EXISTING WALL, HEADER, DOOR, AND SHELVES, TYP. DEMO EXISTING SINK AND CABINETRY. PREP FLOOR FOR NEW WATER CLOSET. DEMO EXISTING WINDOW, PREP FOR NEW 5040 DEMO EXISTING GARAGE DOOR AND REPLAC W/ NEW 16070 GARAGE DOOR.REMOVE EXISTING CEILING AND REPLACE W/ NEW GWB. INSULATE W/ R-19 BATT INSULATION WHERE NEEDED. REMOVE EXISTING CEILING AND REPLACE W/ NEW GWB. INSULATE W/ R-19 BATT INSULATION WHERE NEEDED. DEMO EXISTING DOOR AND REPLACE W/ SAME SIZE. EXIST. CUEXIST. CU100ASP200AMAINRELOCATE EXIST. 200A ELEC. PNL & DEMO SUB-PANEL.DEMO WALLS AND DOORS, TYP. 2A2.0____1A2.0____3A2.0____10' - 6"4' - 3"5' - 2"4' - 6"5' - 8"3' - 8"5' - 0"5' - 0"5' - 8"4' - 3"V.I.F.5' - 2"V.I.F.2' - 0"9' - 2"9' - 3"12' - 4"14' - 8"5' - 3"5' - 3"DEMO EXISTING STUCCO FINISH AND REPAIR W/ GWB. TYPICAL AT ALL EXTERIOR SURFACES TO BE CONVERTED TO INTERIOR SURFACES. NEW BEAM ABOVE W/ 6X6 POST AT EA. END.EXISTING 6X12 BEAM ABOVENEW 16070 GARAGE DOOR.NEW 3068 20 MIN. FIRE RATED DOOREXIST. CUEXIST. CUINFILL EXISTING DOOR TO MATCH ADJACENT WALL.NEW 3068 STL DOOR.54" HIGH TILE WALL WITH HAZARDOUS GLASS OR 3-FORM PANEL FROM TOP OF WALL TO UNDERSIDE OF CEILING. NEW 20 MIN. RATED DOORINSTALL NEW 5/8" TYPE "X" GWB AT WALLS AND CEILINGS, TYPICAL AT GARAGE.3A1.13A1.14A1.14A1.1200AMAINNEW HANDRAILCBCBBCBBRHCDEFANEW BEAM ABOVE. RE: STRUCTURAL DWGS.NEW PLMB WALL TO BE 2X3 STUDS. 2X4 STUDS TO BE RIPPED DOWN TO CLEAR 5'-0". VERIFY EXACT WIDTH IN FIELD.9' - 6"3' - 0"TILED SHELF WALL AT 48" A.F.F. PROVIDE BLOCKING AND ANGLED GRAB BAR.2' - 2"RPPHORIZONTAL SLIDERS. 93"W DOUBLE VANITY. COORD. W/ MANUF.4A2.0____2' - 8"8" WING WALL. MIN. 24" OPENINGPROVIDE ELECTRICAL CHASE INSIDE TALL CABINET FOR CHARGING STATIONGARAGE104EXIST. BEDROOM 2103BATH 2106HALL102EXIST. ENTRY100ENLARGED BEDROOM 1101BATH 1105W.I.C.107EXIST. PORCH001T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. FLOOR #29' -2"EXIST. LGHTWT CONC. DECK NEW (2) 2X TOP PLATES TO UNDERSIDE OF EXISTING BEAMNEW 2X6 WD STUDS @ 16" O.C. W/ R-19 BATT INSULATION. NEW 3-COAT STUCCO SYSTEM OVER PAPERBACKED METAL LATH, OVER VAPOR BARRIER, OVER MIN. 7/16" OSB SHEATHING. NEW BEAM PER STRUCT. DWGS. AT NEW CLOSET DOOR OPENING. NEW GWB @ EXISTING STUCCO WALLS. NEW 2X6 PT. SILL PLATE W/ SILL SEAL. REFER TO DETAILS ON SHEET AD3 FOR STUCCO TERMINIATIONS EXISTING CONC. SLAB TO REMAIN.NEW CONC. FTG. AND REINF. PER STRUCTURAL DWGS, OVER MIN. 10MIL. VAPOR BARRIER.CLEAN, COMPACTED, TERMITE TREATED FILL.NEW GWB CEILING, TYP. T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. PLATE #317' -8 3/4"T.O. FLOOR #29' -2"T.O. FLOOR #318' -6 3/4"EXISTING CONC. SLAB TO REMAIN.NEW CONC. FTG. AND REINF. PER STRUCTURAL DWGS, OVER MIN. 10MIL. VAPOR BARRIER.NEW 2X. PT. SILL PLATE W/ SILL SEAL, TYP.NEW CASEMENT WINDOWSNEW HEADER TO UNDERSIDE OF EXISTING FLOOR/BEAM. REFER TO STRUCTURAL PLANS FOR BEAM/HEADERS. NEW 5/8" GWB. INSTALL NEW R-19 BATT INSULATION BETWEEN EXISTING FLOOR JOIST. NEW 5/8" GWBCLEAN, COMPACTED, TERMITE TREATED FILL.NEW 3-COAT STUCCO SYSTEM OVER PAPER BACKED METAL LATH, OVER VAPOR BARRIER, OVER MIN. 7/16" OSB SHEATHING.NEW METAL PIPE RAILING @ MIN. 3'-6" A.F.F.EXISTING STUCCO WALL TO REMAIN.NEW 1X6 T&G WOOD CEILING6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A1.11ST FLOOR DEMO &PROPOSED PLANSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMIT REVIEW. FOR OWNER REVIEW AND APPROVAL ONLY.1/4" = 1'-0"11ST FLOOR PLAN: DEMO1/4" = 1'-0"21ST FLOOR PLAN: PROPOSED1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDINGREQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDINGEXISTING CONDITIONS, SOME WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLEPORTIONS OF THE BUILDING. THE ARCHITECT AND THE ARCHITECT'SCONSULTANTS ARE NOT RESPONSIBLEFOR CONDITIONS DISCOVERED DURING CONSTRUCTION THATDIFFER FROM THOSE INDICATED.THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN A CLARIFICATIONPRIOR TO PROCEEDING WITH THE WORK IN QUESTION.2. DURING THE DEMOLITION PHASE AND SUBSEQUENT NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ADEQUATE EMERGENCY EGRESS FROM THE BUILDINGAT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETYMEASURES, PROVIDE REVISED EGRESS MAPS (IF REQUIRED), TRAINEMPLOYEES AND/OR SUB-CONTRACTORS ON PROCEDURES THATARE AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TOSYSTEM OUTAGE.3. PATCH AND REPLACE DAMAGED ASNECESSARY.4. ITEMS TO BE RELOCATED OR DEMOLISHED ARE ILLUSTRATED ASDASHED LINES AND ARE NOTED. SEE DEMOLITION NOTES.5. WHERE DOORS, WALLS, AND OTHER STRUCTURES ARE REMOVED,PATCH ADJACENT WALL AND FLOOR SURFACES TO MATCH THEEXISTING MATERIAL.6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TODIMENSIONS REQUIRED.7. ITEMS INDICATED TO BE DEMOLISHED SHALL BE DISPOSED OFLEGALLY.GENERAL DEMOLITION NOTES1/2" = 1'-0"3SECTION @ CLOSET1/2" = 1'-0"4Section 23.26.2024REVIEW COMMENTS11111111This item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
VERIFY INTERIOR BEARING WALLS PERTRUSS ENGINEERINGPROVIDE WEATHER PROOFENCLOSURE AT EXTERIOR OUTLETS2.GENERAL NOTES1.ALL FLOOR FINISHES TO BE DETERMINEDBY BUILDER & CLIENT3.ALL EXTERIOR WINDOWS & DOORS TOHAVE 7'-0" HEAD HEIGHT A.F.F.UNLESS OTHERWISE NOTED4.ALL TRANSITIONS FROM FINISHED FLOORTO GRADE OR OTHER ON 1ST LEVEL TOULTIMATELY BE DETERMINED BY BUILDER5.BUILDER TO VERIFY MIN. 24" SILL HEIGHT@ ALL WINDOWS6.BRAND & STYLE OF WINDOWS & DOORS TOBE SELECTED BY BUILDER - COORDINATEW/ ENERGY CALCS7.PROVIDE ALL REQUIRED 2X WD. BLOCKINGIN WALLS FOR CABINETS & TVS, ETC.8.CLOSET SYSTEM OPT. FOR ALLBEDROOMS, PANTRY, LINEN, ETC. OPENSHELVES9.ALL EXTERIOR PERIMETERWALLS ARE DRAWN AT 4" U.O.N.ALL STANDARD INTERIOR WALLSARE DRAWN AT 4.5" U.O.N.ALL STANDARD PLUMBING WALLSARE DRAWN AT 6.5" U.O.N.11.TYPICAL BATH NOTES: A. MIN. 12" VANITY B. MIN. 36" CLEAR FOR W.C. C. MIN. 36"X72" CLEAR FOR 30"X60"TUB/SHWR. COMBO-PROVIDE 36" DEEP SOFFIT @ 9' A.F.F.-PROVIDE 18"W X 24"H X 6" DPNICHE @ TUBD. OPT. 36"X72" FULL SHOWER W/ FULLHEIGHT TEMPERED GLASS & MIN. 24"X80"GLASS DOOR10.DENOTES EGRESS WINDOWREQUIRED12.EFRIDGEFRIDGEDWCOOKTOPDEMO EXISTING WINDOWS AND PREP FOR NEW 41030DEMO EXISTING FIREPLACE INSERT AND REPLACE W/ NEW.DEMO EXISTING SLIDING GLASS DOORS AND REPLACE W/ NEW OF SAME SIZE. DEMO EXISTING CABINETRY, APPLIANCES, AND CLOSETSDEMO EXISTING WALL AND PREP FOR NEW FIXED WINDOWS, TYP. DEMO EXISTING SLIDING GLASS DOORS AND REPLACE W/ SIMILAR SIZEDEMO EXISTING WINDOWS AND PREP FOR NEW (2) 11138 CASEMENT WINDOWS. INFILL WALL TO MATCH EXISTING WALLS.DEMO EXISTING LAUNDRY SHOOT AND FILL IN OPENING.DEMO EXISTING TILE FINISH2A2.0____1A2.0____3A2.0____2' - 4"ALIGN NEW WALL WITH EXISTING STAIR WALLINFILL WALLNEW HORIZ. WINDOWS. REFER TO INSTALLATION DETAILS ON SHEETS AD1, AD2, & AD3.EXISTING PIPE RAILING AT 42" A.F.F. TO BE PAINTED, TYP. NEW FIREPLACE INSERTNEW 8068 SLIDING GLASS STORM DOORS, TYP. NEW HORIZ. WINDOWS. INFILL WALL WHERE PREVIOUS WINDOW WAS REMOVED. VERIFY EXACT SIZE AND TYPE IN FIELD PRIOR TO ORDERING. NEW WINDOW SILLS TO BE @ COUTERTOP HEIGHT, TYP. EXISTING PIPE RAILING AT 42" A.F.F. TO BE PAINTED, TYP. PITCH BREAK @ CLNGEDGE OF DROP CEILINGOVENHHGGMNEW WINDOW TO ALIGN TO EXISTING OPENING AND FIT STUD CAVITY. V.I.F. NEW WINDOW SILLS TO BE COUNTERTOP HEIGHT.FINAL KITCHEN LAYOUT TO BE COORDINATED W/ CABINET MANUF. NEW BUILT-IN. RE: CAB. MANUF. IINEW 100A SUB PANELNO4A2.0____TRFIELD VERIFY LARGEST OPENING FOR WINDOWS @ STAIRS. MAX 24X24. W/ COUNTER VENTEXIST. BALCONY 2003EXIST. LIVING AREA200EXIST. KITCHEN203EXIST. LAUNDRY202EXIST. LIVING/DINING204EXIST. BATH 3201EXIST. AHU.EXIST. BALCONY 10026622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A1.22ND FLOOR DEMO &PROPOSED FLOORPLANSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMIT REVIEW. FOR OWNER REVIEW AND APPROVAL ONLY.1/4" = 1'-0"12ND FLOOR DEMO1/4" = 1'-0"22ND FLOOR PROPOSEDDEMO EXISTING CORNER OF CLOSET. FILL IN CLOSET OPENING1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDINGREQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDINGEXISTING CONDITIONS, SOME WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLEPORTIONS OF THE BUILDING. THE ARCHITECT AND THE ARCHITECT'SCONSULTANTS ARE NOT RESPONSIBLEFOR CONDITIONS DISCOVERED DURING CONSTRUCTION THATDIFFER FROM THOSE INDICATED.THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN A CLARIFICATIONPRIOR TO PROCEEDING WITH THE WORK IN QUESTION.2. DURING THE DEMOLITION PHASE AND SUBSEQUENT NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ADEQUATE EMERGENCY EGRESS FROM THE BUILDINGAT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETYMEASURES, PROVIDE REVISED EGRESS MAPS (IF REQUIRED), TRAINEMPLOYEES AND/OR SUB-CONTRACTORS ON PROCEDURES THATARE AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TOSYSTEM OUTAGE.3. PATCH AND REPLACE DAMAGED ASNECESSARY.4. ITEMS TO BE RELOCATED OR DEMOLISHED ARE ILLUSTRATED ASDASHED LINES AND ARE NOTED. SEE DEMOLITION NOTES.5. WHERE DOORS, WALLS, AND OTHER STRUCTURES ARE REMOVED,PATCH ADJACENT WALL AND FLOOR SURFACES TO MATCH THEEXISTING MATERIAL.6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TODIMENSIONS REQUIRED.7. ITEMS INDICATED TO BE DEMOLISHED SHALL BE DISPOSED OFLEGALLY.GENERAL DEMOLITION NOTESOPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BEPERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORSNOT LESS THAN 13/8" (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" (35 MM)THICK, OR 20-MINUTE FIRE-RATED DOORS. NOTE: DOOR TO BE SELF-CLOSING.IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL & HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOPSTORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS:1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDSOR STAGGERED STUDS, AS FOLLOWS:1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS.1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 mm).2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS.3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDERSTAIRS SHALL COMPLY WITH SECTION R302.7.4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVEDMATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THISANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS.5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19.6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION.R310.1EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALLHAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE ORMORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPINGROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OFNOT MORE THAN 44 INCHES (1118 mm) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOWTHE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDEDWITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3.THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATIONOF EMERGENCY ESCAPE AND RESCUE OPENINGS FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGSWIT HA FINISHED SILL HEGITH BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOWWELL IN ACCORDANCE WITH SECTION R310.2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLYINTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY.EXCEPTIONS:1. BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT AND NOT EXCEEDING TOTAL FLOOR AREA OF 200SQUARE FEET (18.58 m2).2. THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PERMITTED TO OPEN INTO A SCREEN ENCLOSURE,OPEN TO THE ATMOSPHERE, WHERE A SCREEN DOOR IS PROVIDED LEADING AWAY FROM THE RESIDENCE.R310.1.1. MINIMUM OPENING AREAALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET(0.530 m2).EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m2)R310.1.2. MINIMUM OPENING HEIGHTTHE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 mm).R310.1.3. MINIMUM OPENING WIDTHTHE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM).R310.1.4. OPERATIONAL CONSTRAINTSEMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUTTHE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE.ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 mm) GYPSUM BOARD.IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACEOF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1,000 SQUARE FEET (92.9 m2).DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLYIS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BEPROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES:1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS.DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH (12.7 mm) GYPSUM BOARD, 3/8-INCH (9.5 mm) WOODSTRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BEINSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.CHIMNEYS SHALL EXTEND AT LEAST 2 FEET (610 mm) HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET (3048mm), BUT SHALL NOT BE LESS THAN 3 FEET (914 mm) ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSESTHROUGH THE ROOF.R302.5.1 OPENING PROTECTIONR302.11 FIREBLOCKINGSECTION R302.7 UNDER-STAIR PROTECTIONSECTION R302.12 DRAFTSTOPPINGSECTION R302.12.1 MATERIALSSECTION R310 EMERGENCY ESCAPE & RESCUE OPENINGSR1003.9 TERMINATION3.26.2024REVIEW COMMENTS1111111This item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
VERIFY INTERIOR BEARING WALLS PERTRUSS ENGINEERINGPROVIDE WEATHER PROOFENCLOSURE AT EXTERIOR OUTLETS2.GENERAL NOTES1.ALL FLOOR FINISHES TO BE DETERMINEDBY BUILDER & CLIENT3.ALL EXTERIOR WINDOWS & DOORS TOHAVE 7'-0" HEAD HEIGHT A.F.F.UNLESS OTHERWISE NOTED4.ALL TRANSITIONS FROM FINISHED FLOORTO GRADE OR OTHER ON 1ST LEVEL TOULTIMATELY BE DETERMINED BY BUILDER5.BUILDER TO VERIFY MIN. 24" SILL HEIGHT@ ALL WINDOWS6.BRAND & STYLE OF WINDOWS & DOORS TOBE SELECTED BY BUILDER - COORDINATEW/ ENERGY CALCS7.PROVIDE ALL REQUIRED 2X WD. BLOCKINGIN WALLS FOR CABINETS & TVS, ETC.8.CLOSET SYSTEM OPT. FOR ALLBEDROOMS, PANTRY, LINEN, ETC. OPENSHELVES9.ALL EXTERIOR PERIMETERWALLS ARE DRAWN AT 4" U.O.N.ALL STANDARD INTERIOR WALLSARE DRAWN AT 4.5" U.O.N.ALL STANDARD PLUMBING WALLSARE DRAWN AT 6.5" U.O.N.11.TYPICAL BATH NOTES: A. MIN. 12" VANITY B. MIN. 36" CLEAR FOR W.C. C. MIN. 36"X72" CLEAR FOR 30"X60"TUB/SHWR. COMBO-PROVIDE 36" DEEP SOFFIT @ 9' A.F.F.-PROVIDE 18"W X 24"H X 6" DPNICHE @ TUBD. OPT. 36"X72" FULL SHOWER W/ FULLHEIGHT TEMPERED GLASS & MIN. 24"X80"GLASS DOOR10.DENOTES EGRESS WINDOWREQUIRED12.EDEMO EXISTING WINDOWS & PREP FOR LARGER 2640DEMO EXISTING BUMP-OUT AND REPAIR REMAINING WALL.DEMO EXISTING SGD & REPLACE W/ SAME SIZENEW 3060 CASEMENT WINDOWREPLACE ALL FLOORING. FLOORING TO BE SELECTED BY GC. EXISTING PIPE RAILING AT MIN. 42" A.F.F. TO BE PAINTEDNEW 3060 FXD WINDOWNEW 3024 SLIDER WINDOWWINDOW TO REMAINKJSEXIST. BALCONY 3004EXIST. BEDROOM 3300EXIST. BATH 4/W.I.C.301SILL PLATE, TYP.WINDOW HEAD, TYP. (DOOR SIMILAR)WINDOW JAMB, TYP. (DOOR SIMILAR)WINDOW SILL, TYP.FOUNDATION (RE:STRUCTURAL)CEMENTITIOUS STUCCOVENEER OVER HOUSEWRAP (INSTALL PERMANUFACTURERSWRITTEN SPECIFICATIONS)NO SEALANT BETWEEN VINYLAPPLIANCE AND FLASHINGVINYL APPLIANCEEXTEND HOUSE WRAPOVER FLASHINGCEMENTITIOUS STUCCO VENEER ANDTRIM OVER HOUSE WRAP(INSTALLPER MANUFACTURERS WRITTENSPECIFICATIONS)VINYL APPLIANCESEE ELEVATIONS FOR TRIMCEMENTITIOUS STUCCOVENEER AND TRIM (INSTALLPER MANUFACTURERSSPECIFICATIONS)CEMENTITIOUS STUCCOVENEER AND TRIM (INSTALLPER MANUFACTURERSSPECIFICATIONS)SEE ELEVATIONS FOR TRIMEXTEND HOUSEWRAPOVER WINDOW FLANGESET IN CONTINUOUS BEDOF SEALANTEXTEND HOUSEWRAPOVER WINDOW SILL1/4" JOINT W/ BACKERROD & SEALANT1/4" JOINT W/ BACKERROD & SEALANTSEE ELEVATIONS FOR TRIMHEADER (RE: STRUCTURAL)EXTEND 12" SELF-ADHERINGMEMBRANE FLASHING OVERWINDOW FLANGE SET IN CONTBED OF SEALANTMTL DRIP FLASHING W/HEMMED EDGE SET IN CONTBED OF SEALANTSILL SEALVINYL APPLIANCE OVERFLASHING INSTALLED PERMANUF WRITTEN SPECSNO SEALANT BETWEENCEMENTITIOUSSTUCCO VENEER ANDFLASHINGSLAB ON GRADE OR FRAMEDFLOOR SEE STRUCT.FLOOR COVERING (SEEFINISH SCHEDULE)DOORDOOR FRAME BEYONDDOOR AS SCHED.DOOR FRAME2X6 HEADERDRYWALL, FINISH AS SCHED.DOOR FRAME BEYONDALUM. FLASHINGW/ DRIP EDGE, EXTENDUP 6"ALUM. FLASHING,EXTEND UP 6", SEALTO TRIM BELOWCASING BEYONDWOOD CASING2X HEADERDRYWALL, FINISH AS SCHED.DOOR AS SCHEDULEDOVERHEAD SUPPORTSYSTEM BY MANUFACTURERBLOCKING AS REQUIREDDRYWALL,FINISH AS SCHED.4" WOOD CASING INSULATION, TYP.INTERIOR DOOR THRESHOLDPOCKET DOOR HEADINTERIOR DOOR HEAD/JAMBEXTERIOR DOOR HEADDOOR6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A1.33RD FLOOR DEMO &PROPOSED PLANSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMIT REVIEW. FOR OWNER REVIEW AND APPROVAL ONLY.1/4" = 1'-0"13RD FLOOR DEMO1/4" = 1'-0"23RD FLOOR PROPOSED1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDINGREQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDINGEXISTING CONDITIONS, SOME WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLEPORTIONS OF THE BUILDING. THE ARCHITECT AND THE ARCHITECT'SCONSULTANTS ARE NOT RESPONSIBLEFOR CONDITIONS DISCOVERED DURING CONSTRUCTION THATDIFFER FROM THOSE INDICATED.THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN A CLARIFICATIONPRIOR TO PROCEEDING WITH THE WORK IN QUESTION.2. DURING THE DEMOLITION PHASE AND SUBSEQUENT NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ADEQUATE EMERGENCY EGRESS FROM THE BUILDINGAT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETYMEASURES, PROVIDE REVISED EGRESS MAPS (IF REQUIRED), TRAINEMPLOYEES AND/OR SUB-CONTRACTORS ON PROCEDURES THATARE AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TOSYSTEM OUTAGE.3. PATCH AND REPLACE DAMAGED ASNECESSARY.4. ITEMS TO BE RELOCATED OR DEMOLISHED ARE ILLUSTRATED ASDASHED LINES AND ARE NOTED. SEE DEMOLITION NOTES.5. WHERE DOORS, WALLS, AND OTHER STRUCTURES ARE REMOVED,PATCH ADJACENT WALL AND FLOOR SURFACES TO MATCH THEEXISTING MATERIAL.6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TODIMENSIONS REQUIRED.7. ITEMS INDICATED TO BE DEMOLISHED SHALL BE DISPOSED OFLEGALLY.GENERAL DEMOLITION NOTES1 1/2" = 1'-0"3WINDOW HEAD, JAMB, AND SILL DETAILS1 1/2" = 1'-0"4DOOR HEAD, JAMB, AND SILL DETAILS3.26.2024REVIEW COMMENTS111This item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. PLATE #317' -8 3/4"T.O. FLOOR #29' -2"T.O. FLOOR #318' -6 3/4"T.O. FLOOR #12' -4"T.O. FLOOR #527' -0 21/32"NEW FIXED WINDOWS TO FIT ROUGH OPENING BETWEEN STUDS. FIELD VERIFY.REFER TO WINDOW SCHEDULE ON SHEET A1.3. GC TO CONFIRM WINDOW SIZES PRIOR TO ORDERING. T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. PLATE #429' -1 1/2"T.O. PLATE #317' -8 3/4"T.O. FLOOR #29' -2"T.O. FLOOR #318' -6 3/4"T.O. FLOOR #12' -4"T.O. FLOOR #527' -0 21/32"NEW SLIDING STORM DOORS TO FILL EXISTING R.O.NEW GARAGE DOOR TO FILL EXISTING R.O.T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. PLATE #429' -1 1/2"T.O. PLATE #317' -8 3/4"T.O. FLOOR #29' -2"T.O. FLOOR #318' -6 3/4"T.O. FLOOR #12' -4"T.O. FLOOR #527' -0 21/32"NEW LOUVERED WOOD VENTSNEW STUCCO WALL TO MATCH EXISTING WALLS, TYP. @ NEW BUILD-OUTSNEW WINDOWS AS INDICATED ON FLOOR PLANS.T.O. SLAB0' -4"T.O. PLATE8' -4"T.O. PLATE #317' -8 3/4"T.O. FLOOR #29' -2"T.O. FLOOR #12' -4"NEW WINDOW AS SCHEDULED.6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***A2.0ELEVATIONSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMIT REVIEW. FOR OWNER REVIEW AND APPROVAL ONLY.1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDINGREQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDINGEXISTING CONDITIONS, SOME WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLEPORTIONS OF THE BUILDING. THE ARCHITECT AND THE ARCHITECT'SCONSULTANTS ARE NOT RESPONSIBLEFOR CONDITIONS DISCOVERED DURING CONSTRUCTION THATDIFFER FROM THOSE INDICATED.THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN A CLARIFICATIONPRIOR TO PROCEEDING WITH THE WORK IN QUESTION.2. DURING THE DEMOLITION PHASE AND SUBSEQUENT NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ADEQUATE EMERGENCY EGRESS FROM THE BUILDINGAT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETYMEASURES, PROVIDE REVISED EGRESS MAPS (IF REQUIRED), TRAINEMPLOYEES AND/OR SUB-CONTRACTORS ON PROCEDURES THATARE AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TOSYSTEM OUTAGE.3. PATCH AND REPLACE DAMAGED ASNECESSARY.4. ITEMS TO BE RELOCATED OR DEMOLISHED ARE ILLUSTRATED ASDASHED LINES AND ARE NOTED. SEE DEMOLITION NOTES.5. WHERE DOORS, WALLS, AND OTHER STRUCTURES ARE REMOVED,PATCH ADJACENT WALL AND FLOOR SURFACES TO MATCH THEEXISTING MATERIAL.6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TODIMENSIONS REQUIRED.7. ITEMS INDICATED TO BE DEMOLISHED SHALL BE DISPOSED OFLEGALLY.GENERAL DEMOLITION NOTES1/4" = 1'-0"1LEFT ELEVATION1/4" = 1'-0"2FRONT ELEVATION1/4" = 1'-0"3REAR ELEVATION1/4" = 1'-0"4RIGHT ELEVATION3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
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DUPONTTM R8"8"BARE STUDS PRIOR TO SHEATHING INSTALLATION.SLOPE SILL FRAMING TO EXTERIOR. FRAMING ANDNON-WATERPROOFING COMPONENTS ARE ONLYSHOWN SCHEMATICALLY. SEE DRAWINGS BYOTHERS FOR DETAILED INFORMATION.A. SHEATHING TO BE INSTALLED OVER BARESTUDS.B. AFTER SHEATHING HAS BEEN INSTALLED, CUTAN OPENING IN THE SHEATHING ALONG THEPERIMETER OF THE ROUGH OPENING FORWINDOW.C. ENSURE THE SHEATHING IS CUT FLUSH WITHOR SLIGHTLY BELOW THE SILL FRAMING TOALLOW FOR POSITIVEDRAINAGE.A. DUPONT™ TYVEK® WRB TO BEMECHANICALLY FASTENED ANDINSTALLED OVERSHEATHING.B. DO NOT INSTALL FASTENERS WITHIN 6" OFTHE SILLS AND JAMBS OF THE OPENINGSAND WITHIN 9" OF THE HEADOPENINGS.A. CUT AN "I-CUT" (STANDARD I-CUT) INTHE DUPONT™TYVEK® WRB.B. CUT A HEAD FLAP AT A 45 ANGLE TOEXPOSE 8" OF SHEATHING TO ALLOWFOR HEAD FLASHING INSTALLATION.STEP 1STEP 2STEP 3STEP 4BARE STUDSSHEATHING INSTALLEDOVER BARE STUDSDUPONT™TYVEK® WRBEXTERIORINTERIORDUPONT™ TYVEK® WRAP CAP FASTENERSOUTLINE OF ROUGHOPENING TO BE CUTFOR WINDOW.SHEATHING FASTENERSDUPONT™ TYVEK® WRBROUGH OPENINGOUTLINEDIRECTION OFPOSITIVE DRAINAGEFLOW.INCORRECTCORRECTNO GAPS INDUPONT™FLEX WRAP™NFWINDOWJAMBSILLCORNERSFOLD HERETO BREAKSCORESRELEASE PAPER FORBACKDAMOUTER RELEASE PAPERCENTER RELEASEPAPERA. FLIP THE CUT HEAD FLAP UPWARD TOEXPOSE THE SHEATHING ANDTEMPORARILY SECURE WITH DUPONT™TYVEK® TAPE.STEP 6DUPONT™ TYVEK® TAPEDUPONT™ TYVEK®TAPEHEAD FLAP FOLDEDUPWARD TO EXPOSESHEATHING.EXPOSEDSHEATHING.A. PREPARE THE SILL FLASHING BY CUTTING APIECE OF DUPONT™ FLEXWRAP™ NF THATIS AT LEAST 12" LONGER THAN THE SILLLENGTH.B. USE 6" DUPONT™ FLEXWRAP™ NF FOR 2"x 4"FRAMING AND 9" DUPONT™ FLEXWRAP™ NFFOR 2"x 6"FRAMING.C. INSPECT INSTALLATION SURFACE TO ENSURETHE SURFACE IS FREE OF DIRT ANDSUBSTANCES THAT COULD INTERFERE WITHADHESION AS WELL AS ANY SHARPPROTRUSIONS.STEP 7PEEL LARGEST STRIP OFRELEASE PAPER FIRST.Sill length +12"A. INSTALL THE SILL FLASHING. REMOVE THELARGEST STRIP OF RELEASE PAPER, ALIGNTHE FLASHING WITH THE INTERIOR EDGE OFSILL AND INSTALL INTO ROUGH OPENINGACROSS SILL AND UP JAMBS(6"MIN.).B. APPLY WORKING FROM THE MIDDLE OF THESILL TOWARDS THE SIDES. SECUREDUPONT™ FLEXWRAP™ NF TIGHTLY INTOTHE CORNERS BY FIRST WORKING INALONG THE SILL BEFORE ADHERING UP THEJAMBS.C. DO NOT STRETCH MATERIAL ALONG THESILL ORJAMBS.STEP 8OPTIONAL BACKDAM DETAILWHEN USING 9" WIDEDUPONT™FLEXWRAP™ NF6"SILLA. FOLD SIDE FLAPS INTO ROUGHOPENING AND SECURE TO INSIDEWALL.SECURE TO INSIDE WALL WITH TYVEK®TAPE OR DUPONT™ TYVEK®WRAP CAPFASTENERSSTEP 5Dupont™FlexWrap™ NFDupont™FlexWrap™ NFA. REMOVE NARROW PIECE OF THE RELEASEPAPER.B. FAN DUPONT™ FLEXWRAP™ NF ATBOTTOM CORNERS AND ADHERE ONTOEXTERIOR FACE OF WALL. COVERAGESHOULD BE 2" TO 3" INCHES ONTO THEFACE OF THEWALLC. PRESS SILL FLASHING W/ FIRM HAND.PRESSURE OR J-ROLLER TO ENSURE FULLADHESION ON ALLSURFACES.STEP 9A. APPLY (CONTINUOUSLY) DUPONT™RESIDENTIAL SEALANT OR RECOMMENDEDSEALANT ON THE HEAD AND JAMBS OFROUGH OPENING (ON TOP OFWRB).B. IF SEALANT IS APPLIED TO THE SILL,ENSURE THAT THERE ARE AT LEAST TWO(2) 2" INCH GAPS IN THE SEALANT BEADFOR EVERY 4' OF WINDOW TO ALLOW FORDRAINAGE.STEP 10SEALANTDupont™FlexW rap™ NFDupont™FlexW rap™ NFA. INSTALL WINDOW ACCORDING TOMANUFACTURER'S INSTALLATIONINSTRUCTIONS.STEP 11WINDOW TO BEINSTALLEDA. CUT TWO PIECES OF DUPONT™FLASHING TAPE OR DUPONT™STRAIGHTFLASH™ FOR JAMB FLASHINGEXTENDING 1" ABOVE WINDOW HEADFLANGE AND 4" TO 6" BELOW BOTTOMEDGE OF SILLFLASHING.B. REMOVE RELEASE PAPER AND PRESSTIGHTLY ALONG SIDES OF WINDOWFRAME.STEP 12A. CUT A PIECE OF DUPONT™STRAIGHTFLASH™, DUPONT™ FLASHINGTAPE FOR HEADFLASHING,B. HEAD FLASHING TO EXTEND BEYONDOUTER EDGES OF JAMBFLASHING.C. REMOVE RELEASE PAPER AND INSTALLCOMPLETELY COVERING WINDOWMOUNTING FLANGE AND ADHERING TO THEEXPOSEDSHEATHING.STEP 13CORRECTDUPONT™ FLASHING TAPE OVERLAPSDUPONT™ FLEXWRAP™NFINCORRECTDUPONT™ FLASHING TAPE FLUSH WITHDUPONT™ FLEXWRAP™NFINCORRECTDUPONT™ FLEXWRAP™ NF REVERSEFLASHEDDupont™FlexWrap™ NFDupont™FlexWrap™ NFDupont™FlexW rap™ NFA. FLIP DOWN UPPER FLAP OF DUPONT™TYVEK® WRB SO IT LAYS FLAT ACROSS THEHEADFLASHING.STEP 14A. TRIM THE DUPONT™ TYVEK® WRB 1"-2" ABOVE THE WINDOWOPENING.B. WHEN TRIMMING THE DUPONT™ TYVEK® WRB, DO NOT CUT ORDAMAGE THE HEAD FLASHING THAT HAS BEEN INSTALLEDBEHINDIT.STEP 15HEAD FLAP FOLDEDOVER HEADFLASHING.HEADFLASHINGA. TAPE ALL CUTS IN DUPONT™ TYVEK®WRB AND TAPEACROSS HEAD OF THE WINDOWWITH DUPONT(TM)TYVEK(R) TAPE, 4"DUPONT™ FLASHING TAPE ORDUPONT™ STRAIGHTFLASH™.STEP 16A. INSTALL DUPONT™ RESIDENTIAL SEALANT ORRECOMMENDED SEALANT (AND BACKER ROD ASNECESSARY) AROUND THE WINDOW OPENING AT THEINTERIOR. IT IS ALSO ACCEPTABLE TO USE DUPONT™WINDOW AND DOOR FOAM OR RECOMMENDED FOAM ATTHE INTERIOR CAVITY OF THE JAMBS AND HEAD. IF FOAMIS USED AT THE SILL, RECOMMENDED SEALANT SHOULDBE USED AT THE SILL AREA BEHIND THE FOAM TOENSURE A PROPER WATERSEAL.STEP 17SEALANTDupont™FlexWrap™ NFDupont™FlexWrap™ NFDupont™FlexWrap™ NF6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***AD1WINDOW FLASHINGINSTALLATIONFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLY3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
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TYVEKRTYVEKR A. DUPONT™ TYVEK® WRB TO BEMECHANICALLY FASTENED AND INSTALLEDOVERSHEATHING.B. DO NOT INSTALL FASTENERS WITHIN 6" OFTHE SILLS AND JAMBS OF THE OPENINGSAND WITHIN 9" OF THE HEADOPENINGS.C. AFTER INSTALLING THE DUPONT™ TYVEK®WRB, CUT AS SHOWN TO EXPOSE DOORAND APRON.STEP 7BARE STUDS PRIOR TO SHEATHING INSTALLATION.FRAMING AND NON-WATERPROOFINGCOMPONENTS ARE ONLY SHOWNSCHEMATICALLY. SEE DRAWINGS BY OTHERS FORDETAILED INFORMATION.STEP 1EXTERIORINTERIORA. INSTALL DUPONT™ RESIDENTIALSEALANT, OR RECOMMENDEDSEALANT, (AND BACKER ROD ASNECESSARY) AROUND THE DOOROPENING AT THE INTERIOR.NOTE: IT IS ALSO ACCEPTABLE TO USEDUPONT™ WINDOW & DOOR FOAM ORRECOMMENDED FOAM. THE SEALCREATED BY THE SEALANT (ANDBACKER ROD AS NECESSARY) ORFOAM WILL ALSO SERVE AS A BACKDAM.STEP 9A. IINSTALL SILL PAN (SILL PAN PROVIDED BYOTHERS).STEP 2OUTLINE OF ROUGHOPENING TO BE CUTFOR DOOR.SHEATHING FASTENERSSILL PAN PROVIDED BY OTHERSPEEL WIDEST STRIP OFRELEASE PAPER FIRST.SHEATHING FASTENERSA. PREPARE HEAD FLASHING BY CUTTING APIECE OFDUPONT™ FLASHING TAPE ORDUPONT™ STRAIGHTFLASH™ LONGENOUGH TO EXTEND BEYOND OUTEREDGES OF JAMB FLASHINGSB. REMOVE RELEASE PAPER AND INSTALLCOMPLETELY COVERING MOUNTINGFLANGE AND ADHERING TO EXPOSEDSHEATHING OR FRAMING MEMBERS.STEP 6A. INSTALL DUPONT™ TYVEK® TAPECONTINUOUSLY ALONG THE DOOR JAMBSEAMS FIRST, THEN INSTALL DUPONT™TYVEK® TAPE CONTINUOUSLY ALONG THEHEAD SEAMS LAPPING OVERTYVEK® TAPEALONG THE JAMBS.STEP 8DUPONT™ TYVEK® TAPEDUPONT™ TYVEK® WRAP CAP FASTENERSDUPONT™ TYVEK®WRBROUGH OPENINGOUTLINEDUPONT™ TYVEK®TAPEINTERIORVIEWA. APPLY DUPONT™ RESIDENTIAL SEALANT ORRECOMMENDED SEALANT ON THREE SIDES (JAMBSAND HEAD) AS SHOWN ABOVE.STEP 3STEP 4A. INSTALL DOOR ACCORDING TOMANUFACTURER'S INSTALLATIONINSTRUCTIONS.STEP 5A. CUT TWO PIECES OF DUPONT™ FLASHINGTAPE OR DUPONT™ STRAIGHTFLASH™FOR JAMB FLASHING EXTENDING 1” ABOVEDOOR HEAD FLANGE AND BELOW BOTTOMEDGE OF APRON MADE OF DUPONT™TYVEK® WRB UNDER SILL. REMOVERELEASE PAPER AND PRESS TIGHTLYALONG SIDES OF DOOR FRAME.SEALANTSEALANTBARE STUDSSHEATHING INSTALLEDOVER BARE STUDSCALL-OUT FOR DUPONT™ FLASHING TAPE OR STRAIGHTFLASH™DuPont™ FlashingTape orStraightFlash™6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***AD2DOOR INSTALLATIONDETAILSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLY3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
WOOD FRAMESHEATHINGMOISTURE BARRIEREXPANDED METAL LATHCORNER BEAD FILLEDSOLID W/ STUCCOSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISH COATNOTES:1) INSTALL MOISTURE BARRIERCONTINUOUS AROUNDCORNER WITHOUT BREAK FORMINIMUM 12" (300MM)2) INSTALL EXPANDED METALLATH CONTINUOUS AROUNDCORNER WITHOUT BREAK FORMINIMUM 24" (610MM)3) ATTACH CORNER BEAD OVERLATH4) METAL ACCESSORIES ARESUSCEPTIBLE TO CORROSIONIN COSTAL ENVIRONMENTS.METAL CORNER BEADS WITHSOLID METAL NOSES ARESUSCEPTIBLE TO CORROSIONIN EXPOSED EXTERIORAPPLICATIONS.NOTES:1) WRAP MOISTURE BARRIERMINIMUM 8" (200MM) AROUNDINSIDE CORNER.2) BEND LATH AT INSIDECORNER AND EXTEND PASTCORNER MINIMUM 24"(610MM) IN BOTH DIRECTIONSOR USE CORNER LATH OVERABUTTED METAL LATH.FASTEN SECURELY AT THECORNER.WOOD FRAMESHEATHINGMOISTURE BARRIERCONTINUOUS AROUNDCORNEREXPANDED METAL LATHSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISHCOATNOTES:1) WRAP BARRIER MEMBRANEMINIMUM 8" (200MM) AROUNDINSIDE CORNER ONTOMOISTURE BARRIER OVERSHEATHING2) INSIDE CORNER JOINTS ARENOT RECOMMENDED WHERETHE SUBSTRATECONSTRUCTION ON EITHERSIDE OF THE CORNER IS THESAMECONCRETE MASONRYWOOD FRAMESHEATHINGBARRIER MEMBRANECONTINUOUS AROUNDCORNERMOISTURE BARRIOEREXPANSION JOINTEXPANDED METAL LATHSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISH COATNOTES:1) INSTALL STUCCO WEEPSCREED TO TERMINATEMINIMUM 1" BWLOWBOTTOM OF WOODPLATE AND MINIMUM OF8" ABOVE FINISHEDGRADE OR ASREQUIRED BY CODE.2) LAP MOISTUREBARRIER INTO WEEPSCREED TO DIRECTWATER TO THEEXTERIOR.3) PROVIDE WATERPROOFING AT THEFOUNDATION TOPROTECT THESUPPORT STRUCTUREFROM RISING DAMP.WOOD FRAMESHEATHINGEXPANDED METAL LATHMOISTURE BARRIERSTUCCO SCRATCH COATSTUCCO BROWN COATSTUCCOPRIMERSTUCCO FINISH COATWEEP SCREED TERMINATIONFOUNDATION WATERPROOFINGFOUNDATIONSHEATHINGSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISH COATEXPANSION JOINTEXPANDED METAL LATHDISCONTINUOUS AT JOINTMOISTURE BARRIERNOTES:1) PROVIDE EXPANSION JOINTS WHEREMOVEMENT IN STUCCO ORSUBSTRATE IS ANTICIPATED:-AT FLOOR LINES-AT DISSIMILAR CONSTRUCTION MATERIALS-AT CHANGES IN BUILDING HEIGHT-AT COLUMNS OR CANTILEVERED AREAS-AT MAXIMUM 144 FT^2 (13.4N^2)INTERVALS2) DO NOT EXCEED LENGTH TO WIDTHRATIO OF 2.5:1 IN EXPANSION JOINTLAYOUT AND DO NOT EXCEED MORETHAN 18' (5.5M) IN ANY DIRECTIONWITHOUT AN EXPANSION JOINT.3) PROVIDE EXPANSION JOINT OVERTHE MOISTURE BARRIOR AND LAPTHE EPANDED METAL LATH OVERTHE JOINT FLANGES. METAL LATHMUST BE DISCONINUOUS AT THEEXPANSION JOINT ACCESSORY.4) BACK TWO PIECE EXPANSIONJOINTS WITH BARRIER MEMBRANE.NOTES:1) PROVIDE CONTROLJOINTS WHERE NOMOVEMENT IN THESTUCCO ISANTICIPATED ORWHERE AN AESTHETICFEATURE LINE ISDESIRED. PROCIDEEXPANSION JOINTWHERE MOVEMENT ISEXPECTED. (SEE DETAIL5.52)2) CONTROL JOINTS MAYBE INSTALLED OVEREXPANDED METAL LATH.SHEATHINGSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISH COATCONTROL JOINTEXPANDED METAL LATHCONTINUOUS BEHINDJOINTMOISTURE BARRIERNOTES:1) PROTECT THE ROUGH OPENINGAGAINST WATER PENETRATION BYWRAPPING WITH A BARRIERMEMBRANE. DIRECT ANY WATERPENETRATION TO THE EXTERIOR ATOR ABOVE THE SILL PAN FLASHING.(REFER TO DETAILS 5.21 AND 5.22).2) PROVIDE HEAD FLASHING OVER THEWINDOW TO DIRECT WATER AWAYFROM THE WINDOW. FOLD FLASHINGOVER THE WINDOW HEAD-JAMPINTERFACE3) PROVIDE CONTINUOUS AIR BARRIERAROUND THE INTERIOR PERIMETEROF THE WINDOW TO REDUCE:LEAKING, CONDENSATION RELATEDTO AIR MOVEMENT, AND SOUND ANDINSECT INTRUSION.4) PROVIDE EXPANSION JOINT AT THECORNER OF OPENING FOR STRESSRELIEF.WOOD FRAMESHEATHINGBARRIER MEMBRANEMOISTURE BARRIERCASING BEADEXPANDED METAL LATHSTUCCO PRIMERSTUCCO SYSTEMSTUCCO FINISH COATSEALANT WITH BACKER RODEXPANSION JOINTWINDOW FRAME1" (25MM) FOAM RODAIR SEALPAN FLASHING W/ END DAMSCASING BEADBARRIER MEMBRANE LAPPEDOVER MOISTURE BARRIER ONFACE OF WALLEXPANDED METAL LATHMOISTURE BARRIERWOOD FRAMESHEATHINGEXPANDED METAL LATHMOISTURE BARRIERCORNERREINFORCINGSTUCCO SYSTEMEIFS FRAMEWORKBASE COAT AND MESHLAPPED ONTO FACE OF OCSRESILIENT MEMBRANEAND MESH ON UPPERSURFACE (SEE NOTE 3)STUCCO PRIMERSTUCCO FINISH COATEIFS FEATURES LESSTHAN 2" (50MM) THICKNOTES:1) THE MAXIMUM THICKNESS OFFOAM PLASTIC INSULATIONALLOWED BY CODE ISTYPICALLY 4" (100MM)2) THE EXPOSED SURFACE MUSTHAVE A MINIMUM SLOPE OF 1:2(27"). IN LOCATIONS WHERE ICEAND SNOW MAY ACCUMULATEINCREASE SLOPE.3) PROVIDE RESILIENT MEMBRANEAND MESH ON SUPPERSURFACES OF EIFS FEATURESMORE THAN 2" 50MM) FROM THESTUCCO SURFACE.NOTES:1) PROVIDE BARRIERMEMBRANE BEHINDFLASHING ASSEMBLYINTEGRATED WITHMOISTURE BARRIER.2) LAP STUCCO OVER THEFLASHING ASSEMBLY ATTHE TOP BY A MINIMUMOF 2" (50MM) ANDTERMINATE WITH3_8"(10MM) JOINT AROUNDTHE PERIMETER.3) REFER TO DETAIL 1.65BFOR ASSEMBLY OFSADDLE FLASHING.SHEATHINGSTUCCO FINISH COATSTUCCO PRIMERSTUCCO SYSTEMEXPANDED METAL LATHMOISTURE BARRIERWEEP SCREED TERMINATIONSADDLE FLASHING (SEE DETAIL1.35B)BARRIER MEMBRANEPARAPET FLASHING ASSEMBLY(NOT ILLUSTRATED)CASING BEADSEALANT BETWEEN CASINGBEAD AND FLASHINGNOTES:1) PROVIDE STEP FLASHINGMINIMUM 4" (100MM) EXTENDEDUP THE WALL.2) PROVIDE STUCCO SYSTEMOVERLAP OF THE STEP FLASHING2" (50MM) AND TERMINATESTUCCO SYSTEM MINIUM 2"(50MM) ABOVE THE FINISHEDROOF. THE SPACE PERMITSRE-REOOFING AT A FUTURE DATEAND HELPS PREVENT DEBRISFROM ACCUMULATING BETWEENTHE ROOF AND STUCCO SYSTEM.A WEEPSCREED MAY BE USED TOTERMINATE THE STUCCODEEMED APPRPOPRIATE.3) PROVIDE A3_8" (10MM) JOINTAROUND THE DIVERTERFLASHING AND SEAL4) PROVIDE A3_8" (10MM) JOINTAROUND THE DIVERTERFLASHING AND SEALSHEATHINGEXPANDED METALLATHSTUCCO SYSTEMSTUCCO PRIMERSTUCCO FINISH COATMOISTURE BARRIERTERMINATE 2" (50MM) ABOVEFINISHED ROOFCASING BEADSTEP FLASHINGSEAL BETWEEN CASINGBEAD AND DIVERTERROOF FINISHDIVERTER FLASHINGEDGE FLASHINGGUTTERNOTES:1) THE DECK ATTACHMENT METHOD ISINDEPENDENT OF THE CLADDING.CARE MUST BE TAKEN TO PREVENTWATER PENETRATION INTO THEWALL ASSEMBLY VIA THEATTACHMENT MECHANISM.2) PROVIDE FLAT METAL FLASHING ONTHE SURFACE OF THE WALL WHERETHE DECK IS TO BE ATTACHED SOTHAT THE FINISHED STUCCOSYSTEM WILL OVERLAP IT AMINIMUM OF 4" (100MM).3) SLIDE A FOLDED FLASHING UPUNDER THE FIRST FLAT FLASHINGAND POSITION IT BELOW THEPLANNED POSITION OF THE DECK.4) PROVIDE A FOLDED FLASHING OVERTHE PLANNED DECK POSITION TODIRECT WATER AWAY FROM THEDECK CONNECTIONS.5) PROVIDE FLASHING END DAMS ONEACH SIDE OF THE SECOND FOLDEDFLASHING. SET THE END DAMS INSEALANT.6) PROVIDE BARRIER MEMBRANE OVERTHE FLASHING SO IT WILL BEPOSITIONED BEHIND THE DECKLEDGER.7) TERMINATE THE STUCCO SYSTEM AMINIMUM OF 2" (50MM) ABOVE THEDECK AND3_8" (10MM) FROM THEPERIMETER OF THE BUILDING.NOTES:1) PROTECT THE ROUGH OPENINGAGAINST WATER PENETRATION BYWRAPPING WITH A BARRIERMEMBRANE. DIRECT ANY WATERPENETRATION TO THE EXTERIOR ATOR ABOVE THE SILL PAN FLASHING.(REFER TO DETAILS 5.21 AND 5.22)2) PROVIDE HEAD FLASHING OVER THEWINDOW TO DIRECT WATER AWAYFROM THE WINDOW. FOLD FLASHINGOVER THE WINDOW HEAD-JAMPINTERFACE.3) PROVIDE CONTINUOUS AIR BARRIERAROUND THE INTERIOR PERIMETER OFTHE WINDOW TO REDUCE LEAKING,CONDENSATION, RELATED TO AIRMOVEMENT, AND SOUND AND INSECTINTRUSION.4) PROVIDE EXPANSION JOINT AT THECORNER OF OPENING OF STRESSRELIEF.EXPANSION JOINTSHEATHINGMOISTURE BARRIEREXPANDED METAL LATHCASING BEADFLASHINGAIR SEALWINDOW FRAME HEADBARRIER MEMBRANEWINDOW FRAME JAMBSTUCCO FINISH COATSTUCCO PRIMERSTUCCO SYSTEMCASING BEADEXPANDED METAL LATHMOISTURE BARRIERWOOD FRAMINGSHEATHINGEXPANDED METAL LATHMOISTURE BARRIERSTUCCO SYSTEMCASING BEADFLOOR LINE EXPANSION JOINTFLASHING OVER DECK(SEE NOTE 4)END DAM FLASHINGFLAT FLASHINGDECK AND ATTACHMENTBARRIER MEMBRANEFLASHING UNDER DECK(INSTALLED BEHINDFLAT FLASHING) (SEENOTE 3)CASING BEAD AROUNDDECK PERIMETERSEALED TO FLASHINGAT SIDES AND BOTTOMSTUCCO FINISH COATSTUCCO PRIMERSTUCCO DECK FLASHINGSTUCCO WINDOW HEADROOF WALL DIVERTER FLASHINGSTUCCO AT SADDLE FLASHINGSTUCCO BUILD-OUT/BANDINGSTUCCO WINDOW JAMB AND SEALSTUCCO CONTROL JOINTSTUCCO EXPANSION JOINTSTUCCO TERMINATION AT GRADESTUCCO AT INSIDE CORNER (ALTERNATESUBSTRATE)STUCCO JOINT INSIDE CORNERSTUCCO JOINT OUTSIDE CORNER6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***AD3STUCCO DETAILSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLY3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
PART 1 - GENERALCORRECTIVE ACTION TO BE TAKEN.THE COST THEREOF.THERE BY.PROPERTY DAMAGE FOR THE DURATION OF THE WORK.PART 2 - PRODUCTSTHE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE.FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE.DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONSALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICCONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TOCONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS.IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFYTHE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM ANDSHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTEDCODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THEAUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARECONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEMAND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBSIT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THETHE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALLMINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALLCONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISEALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE.PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT.CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM ACORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDEREPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGEDALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY ANDCONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTORTHE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THATPANELBOARDS:RIGID NONMETALLIC CONDUIT SHALL BE SCHEDULE 40 PVC.COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS:PART 3 - EXECUTIONENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSWIRING METHODSALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE.MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITHDISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK-MAKE, QUICK-BREAK.A.B.D.G.H.F.E.A.C.I.J.H.G.E.F.D.C.B.A.OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVINGRAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE.SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALLBE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE.TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FORUSE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALEDIN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVINGJURISDICTION.3.2.CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER.ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE.CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALLA.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES.208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESSBLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN.1.2.1.2.3.5.1.OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA)STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALINGADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA)INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)2. CODE FOR SAFETY TO LIFE (NFPA_101)UNDERWRITERS' LABORATORIES (UL)2023 FLORIDA BUILDING CODE. 8TH EDITIONFEDERAL SPECIFICATION (FED. SPEC.)AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)7.11.8.9.10.SYSTEMS (NFPA-72)4.5.6.3.NATIONAL ELECTRICAL CODE (NFPA-70), 2018 EDITION.1.ELECTRICAL SPECIFICATIONSENGRAVED LETTERING FOR PANEL IDENTIFICATION.ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4"6.7.BE LISTED AND MARKED "SWD" OR "HID" AS REQUIRED.4.OVERLOAD RELAYS IN EACH PHASE. PROVIDE MAGNETIC STARTERS WITH "H-O-A" SWITCH.ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUTAND SHALL BE HOT-DIPPED GALVANIZED.B.OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON.WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESSI.PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTUREDCOLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION ORBRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATIONFOR THE PURPOSE.JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEELUTILIZED IN THIS PROJECT.NOTED.OR AS OTHERWISE NOTED.J.ALL EXISTING PANELBOARDS UTILIZED FOR THIS SPECIFIC PROJECT SHALL BE PROVIDED WITHAN UP TO DATE TYPE-WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS.DEVICES, FOR ALL OUTLETS AS INDICATED.REQUIREMENTS OF NEC, NEMA, AND IECE.OF CONSTRUCTION.COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASSFIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT.CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROLPROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRINGMATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEWAND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THECONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTINGCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK.THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONEALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESSWORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE.ALL LAY-IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER.ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROLDEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.M.N.J.K.I.H.G.L.E.F.D.CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULESTO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTORSIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER.O.WIRING.THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTSSUCH AS: METERING EQUIPMENT REQUIREMENTS.Q. ANY CONFLICTS AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFOREPROCEEDING WITH ANY WORK.CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE.FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2)WIRE SIZES FOR RUNS OVER 200 FT.P. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION.C. GROUNDINGTHE ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATESTEDITION OF THE NEC AND ALL STATE AND LOCAL CODES.1.2.IN ALL AREAS USED FOR PATIENT CARE THE GROUNDING TERMINALS OF ALL RECEPTACLES AND FIXEDELECTRICAL EQUIPMENT SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR. THE GROUNDINGCONDUCTOR SHALL BE INSTALLED IN METALLIC CONDUIT OR METAL CLAD CABLE (AS SPECIFIED) WITH THECIRCUIT CONDUCTORS.3.THE EQUIPMENT GROUNDING TERMINAL OF SEPARATE BRANCH CIRCUIT PANELS SERVING THE SAMEINDIVIDUAL PATIENT VICINITY SHALL BE BONDED TOGETHER WITH AN INSULATED COPPER CONDUCTOR NOTSMALLER THAN #8 AWG.R. ALL ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL COMPLY WITH FBC 712.3.2 OR BOX MUSTHAVE LISTING FOR THIS INSTALLATION.DEVICE TRIM PLATETYPICAL DUPLEX RECEPTACLE INSTALLATIONDEPTH AND TYPE FOR WALLFINISH FLUSH WITH WALLCONSTRUCTION. RING TORAISED RING OF PROPERBOX DEVICE COVER WITH4" SQUAREDEVICE BOXMAKE CIRCUIT JOINT WITHTWIST-ON CONNECTOR,AND CONNECT TO DEVICEWITH SINGLE LEADS.1#12 AWG GREEN INSULATEDJUMPER TO BOX BONDINGSCREW1#12 AWG GREEN INSULATEDJUMPER TO DEVICE GROUNDINGSCREWBE COMPRESSION TYPE, WITHINSULATED THROATFOR EMT, CONNECTORS SHALLGENERAL ELECTRICAL NOTES1. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ITEMS TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION WITH ALL EQUIPMENT IN PROPER WORKING ORDER.2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL CONDITIONS AFFECTING THE EXECUTION OF HIS CONTRACT. A SUBMISSION OF BID SHALL BE CONSIDERED EVIDENCE THAT HE HAS VISITED THE SITE.3. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEC AND ALL STATE AND LOCAL CODES.4. THE ELECTRICAL CONTRACTOR SHALL PAY ALL FEES, TAXES, AND PERMIT FEES PERTAINING TO THE ELECTRICAL WORK.5. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK AND THE WORK OF THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS.6. ALL ELECTRICAL WORK AND MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER.7. THE ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT. DO NOT SCALE PLANS.8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED PLUGS AND CORDS AT ALL EQUIPMENT INDICATED ON DRAWINGS AND SCHEDULES.9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION POWER FOR ALL TRADES.10. REFER TO EQUIPMENT CONTRACTOR ROUGH-IN DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL ELECTRICAL OUTLETS.11. VERIFY THE EQUIPMENT CIRCUITS WITH THE SHOP DRAWINGS PRIOR TO INSTALLATION.12. COORDINATE ALL ELECTRICAL WORK WITH THE HVAC CONTRACTOR. IN GENERAL, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER CONNECTIONS, DISCONNECT SWITCHES, FUSES, CONDUIT FOR CONTROL WIRING, AND FINAL TERMINATIONS OF POWERED EQUIPMENT.10.9.8.7.6.5.4.3.2.ELECTRICAL DEMOLITION NOTES1. THERE SHALL NOT BE ANY INTERRUPTION TO SERVICES TO THE EXISTING BUILDINGSWITHOUT PRIOR SCHEDULING OF SUCH OUTAGES WITH THE OWNER'S REPRESENTATIVE.THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLEITEMS IN ASSOCIATION WITH THE WORK. ALL SALVAGEABLE ITEMS SHALL BE THEOWNER'S PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALSSHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROMTHE SITE.THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONSTO EXISTING SYSTEMS AND SHALL UPON COMPLETION, DELIVER "AS-BUILT" DRAWINGS TOTHE OWNER, INDICATING ANY SUCH CHANGES.WHERE FEEDERS ARE ABANDONED, WIRE SHALL BE PULLED OUT AND ALL EXPOSED SECTIONSOF CONDUITS REMOVED. ALL SWITCHES, PANELS, ETC. SHALL BE REMOVED. ALL CONCEALEDCONDUITS SHALL BE CAPPED AT POINT OF CONCEALMENT.ALL EXISTING DEVICES AND FIXTURES IN THE PATH OF RENOVATION OR BUILDING ADDITIONSSHALL BE REMOVED BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAINEXISTING CIRCUITRY TO ALL REMAINING DEVICES AND FIXTURES. FOR EACH DEVICE OR FIXTUREREMOVED AT THE END OF A CIRCUIT, CONTRACTOR SHALL REMOVE WIRING FROM LAST REMAININGDEVICE, FOR EACH DEVICE OR FIXTURE REMOVED IN THE MIDDLE OF A CIRCUIT, CONTRACTORSHALL REMOVE WIRING FROM FIRST DEVICE OR FIXTURE BEFORE AND AFTER REMOVED DEVICEAND FIXTURE. NEW WIRING, SIZED THE SAME AS EXISTING, SHALL BE PULLED BETWEEN THETWO REMAINING DEVICES OR FIXTURES.CONTRACTOR MAY REUSE EXISTING CONDUIT SYSTEM WHERE APPLICABLE, PROVIDING THE REUSEDSYSTEMS MEET CURRENT CODES. REMOVE ALL UNUSED SURFACE MOUNTED CONDUIT. UNUSEDCONDUITS STUBBING UP FROM FLOOR SHALL BE CUT FLUSH WITH FLOOR.EXISTING EQUIPMENT NOT SHOWN ON THESE PLANS AND NOT REMOVED BY OTHER TRADES SHALLBE RECONNECTED TO PANELS. EXISTING ELECTRICAL OR MECHANICAL EQUIPMENT TO REMAIN THATHAS TO BE DISCONNECTED FOR CONSTRUCTION SHALL BE REINSTALLED.ELECTRICAL DRAWINGS DO NOT INDICATE ALL THE EXISTING INSTALLATIONS.ALL EXISTING SWITCHES, RECEPTACLES, LIGHTING FIXTURES, TELEPHONE OUTLETS, ETC. THATDO NOT INTERFERE WITH RENOVATIONS SHALL REMAIN.CONTRACTOR SHALL VISIT THE SITE PRIOR TO PREPARING HIS BID AND DETERMINE THE EXTENTOF EXISTING EQUIPMENT AND WIRING TO ACCOMODATE CHANGES AND ADDITIONS. ALL THENECESSARY REROUTING, RELOCATING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC.SHALL BE INCLUDED IN THE SCOPE OF THIS WORK. ANY VARIATION FROM EXISTING CONDITIONSSHALL BE INCLUDED UNDER THIS CONTRACT.THE NEW FBC-R FBC EC R404.1 & R202 BUILDING CODE REQUIRESALL PERMANENTLY INSTALLED, INTERIOR AND EXTERIOR LIGHTFIXTURES TO HAVE 100% HIGH-EFFICACY CFL LAMPS OR LED'S(THIS REQUIREMENT IS ONLY APPLICABLE TO NEW CONSTRUCTION)EFFICACY NOTEPER FBC-R-E3901.7, NEC 210, E3901.7 & E3902.3 GFCI PROTECTION REQUIREDBATHROOMS, GARAGES, BOATHOUSES & ACCESSORY STRUCTURES NOT INTENDED ASHABITABLE ROOMS AND LIMITED TO STORAGE, WORK AND SIMILAR USES. OUTDOORS,CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOPS. OUTLETS WITHIN 6FEET OF LAUNDRY, UTILITY OR WET SINKS. BALCONY, DECK OR PORCH GREATER THAN 20S.F. ONE AT THE FRONT AND BACK OF THE DWELLING AND AT THE CONDENSER UNITS.PER FBC-R-E3902 AFCI PROTECTION REQUIREDALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYINGOUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS,HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULTCIRCUIT INTERRUPTER, COMBINATION-TYPE.TYPICAL MOUNTING HEIGHTSLOCATE THERMOSTAT ABOVE SWITCHNEAREST THE DOOR FRAME50" AFFWALL MOUNTED PHONE OUTLETWHERE MORE THAN ONE SWITCH IS REQUIRED,GANG SWITCHES INTO SINGLE COVER PLATE44" AFF AT COUNTERTOPS, TYPICAL UNLESSOTHERWISE NOTED44" AFF18" AFFNOTES:1. OUTLET AND SWITCH LOCATIONS INDICATED ABOVE ARE MEASURED TO BOTTOM OF THE COVER PLATEUNLESS OTHERWISE INDICATED.2. UNLESS NOTED OTHERWISE, COVER PLATE AND OUTLET SWITCH SHALL BE LUTRON VAREO SERIES.COLOR TO BE WHITE.8"EDGE OF DOOR FRAME OR CASING.FIXTURERECESSED LOW VOLTAGE LIGHTCJJSSDS4S34-WAY SWITCH220V OUTLETFLOOR OUTLET110V DUPLEX OUTLETJAMB SWITCHDIMMER SWITCHRECESSED CEILING LIGHTWALL MOUNTED LIGHT FIXTURECEILING MOUNTED LIGHT FIXTURELVLVMPGFIGDOWP38"CEILING FAN W/ LIGHTCEILING FANSSUB PANELFLOOD LIGHTROPE LIGHTFLUORESCENT LIGHT FIXTUREUNDER CABINET LIGHTINGSPRINKLER SYSTEM CONTROLPOOL CONTROLCPANELSCPC3-WAY SWITCH2-WAY SWITCHSSS110V DUPLEX OUTLETONE SIDE SWITCHEDJUNCTION BOXNUMBER INDICATESHEIGHT A.F.F.GARAGE DOOR OPENERWEATHER PROOF OUTLET110V DUPLEX OUTLETGROUND FAULT INTERRUPTERCHANDELIERRECESSED WALL WASHERSURFACE MOUNTEDLOW VOLTAGE LIGHTFIXTURERECESSED CEILING LIGHT -MOISTURE PROOFRECESSED EYEBALL LIGHTCABLE T.V. OUTLETFLOOR MOUNTEDTELEPHONE OUTLETEXHAUST FANEXHAUST FAN WITH LIGHTCOMPUTER OUTLETFLOOR MOUNTEDCOMPUTER OUTLETELECTRICAL LEGENDPUSH BUTTONTELEPHONE OUTLETWALL SCONCE LIGHT FIXTURE2'x4' FLUORESCENTLIGHT FIXTURESMOKE / CARBON MONOXIDEDETECTOR COMBOPENDANT LIGHTLED LIGHT STRIPLED6622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***E0.0ELECTRICAL NOTESAND DETAILSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLY3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.
FIXTURERECESSED LOW VOLTAGE LIGHTCJJSSDS4S34-WAY SWITCH220V OUTLETFLOOR OUTLET110V DUPLEX OUTLETJAMB SWITCHDIMMER SWITCHRECESSED CEILING LIGHTWALL MOUNTED LIGHT FIXTURECEILING MOUNTED LIGHT FIXTURELVLVMPGFIGDOWP38"CEILING FAN W/ LIGHTCEILING FANSSUB PANELFLOOD LIGHTROPE LIGHTFLUORESCENT LIGHT FIXTUREUNDER CABINET LIGHTINGSPRINKLER SYSTEM CONTROLPOOL CONTROLCPANELSCPC3-WAY SWITCH2-WAY SWITCHSSS110V DUPLEX OUTLETONE SIDE SWITCHEDJUNCTION BOXNUMBER INDICATESHEIGHT A.F.F.GARAGE DOOR OPENERWEATHER PROOF OUTLET110V DUPLEX OUTLETGROUND FAULT INTERRUPTERCHANDELIERRECESSED WALL WASHERSURFACE MOUNTEDLOW VOLTAGE LIGHTFIXTURERECESSED CEILING LIGHT -MOISTURE PROOFRECESSED EYEBALL LIGHTCABLE T.V. OUTLETFLOOR MOUNTEDTELEPHONE OUTLETEXHAUST FANEXHAUST FAN WITH LIGHTCOMPUTER OUTLETFLOOR MOUNTEDCOMPUTER OUTLETELECTRICAL LEGENDPUSH BUTTONTELEPHONE OUTLETWALL SCONCE LIGHT FIXTURE2'x4' FLUORESCENTLIGHT FIXTURESMOKE / CARBON MONOXIDEDETECTOR COMBOPENDANT LIGHTLED LIGHT STRIPLEDFRIDGEDWCOOKTOP100ASP200AMAINREPLACE EXISTING SURFACE MTD. LIGHTMPMPMPLEDLEDLEDREPLACE EXT. WALL SCONCES3333MPGFCIMPGFCIMPGFCIMPGFCIWPGFCI84" A.F.F.33333GFCI OUTLETS @ 48" A.F.F.GFCIGFCIGFCIWP GFCIWP GFCI33336622 SOUTHPOINT DR. SOUTH STE 240JACKSONVILLE, FL 32216904-821-7300 FL CA#34117REVISION#1#2DATE TYPEPRINT DATESTEPHEN MCCORVEYDESIGN BYDRAWN BYCHECKED BYFL PE # 88723SHEETFEG JOB #VERY IMPORTANT FIELD ALTERATION AND PLAN SCALING NOTEPRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL CONTACT FORTRESS ENGINEERING GROUP AT 904-821-7300. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALL DIMENSIONS SHALL BE APPROVEDBY THE ARCHITECT OR PROJECT CONTRACTOR. ***ANY FIELD MODIFICATIONS MADE PRIOR TO BEING APPROVED BY FEG ARE SUBJECT TO ADDITIONAL DESIGN & INSPECTIONS AND FEES.***E1.0PROPOSED POWERPLANSFEGA23-02002.29.2024JKMJKMSLMEXISTING RESIDENCE1849 OCEAN GROVE DRATLANTIC BEACH, FLORIDA"TOWN HOME RENOVATION"NOT FOR CONSTRUCTION OR PERMITTING. FOR OWNER REVIEW PURPOSES ONLY1/4" = 1'-0"11ST FLOOR POWER PLAN1/4" = 1'-0"22ND FLOOR POWER PLAN1/4" = 1'-0"33RD FLOOR POWER PLANSDSDSDSDSDGDO40A CAR CHARGERNOTE: ALL 120V DUPLEX OUTLETS TO BE ON GFI CIRCUITS AHU #1EXIST. AHU DISC. GFCI @ 48" A.F.F.GFCI @ 48" A.F.F. ON SIDE OF CABINET.GFCI @ 48" A.F.F.ALL KITCHEN OUTLETS TO BE GFCI. REFER TO ARC FAULT PROTECTION NOTES ON SHEET E0.0.GFCI @ 48" A.F.F. GFCI ON SIDE OF CABINET RUN3.26.2024REVIEW COMMENTSThis item has been digitallysigned and sealed by StephenL. McCorvey on the dateadjacent to the seal.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.