HomeMy WebLinkAboutBUCHMEYER_PERMIT SET REV01_20200707 7/8/20???????SHENAM#DWG NAMEDWG NOSHEET NONORTH ARROWDETAIL TAGELEVATION SECTION TAGELEVATION MARKERLINETYPES:WORK ABOVE, BELOW, OR TO BE REMOVEDCENTERBREAK LINEDOOR TAGWINDOW TAG?DOOR NUMBERWINDOW TYPEPROPERTY LINEDIMENSIONS:5' ‐ 0"FACE OF SURFACE INDICATORNOTE: DIMENSIONS ARE TAKEN FROM/TO FACE OF STRUCTURE UNLESS NOTED OTHERWISENOTE: EXISTING DIMENSIONS INDICATED WITH (VIF) ARE SUPPLIED TO THE ARCHITECT BY OTHERS AND/OR ARE CRITICAL DIMENSIONS THAT SHALL BE FIELD VERIFIED BY THE CONTRACTORVIF5' ‐ 0"NOTE: (CLEAR) INDICATES THE DIMENSION MAY NEVER BE LESS THAN THE CLEAR DIMENSION, BUT MAY BE GREATER. COORDINATE WITH ARCHITECT IF THE ACTUAL DIMENSION IS GREATER THAN 1"CLEAR5' ‐ 0"NOTE: (HOLD) INDICATES THE DIMENSION SHOWN MUST BE MAINTAINED.HOLD5' ‐ 0"NOTE: (+/‐) INDICATES A DIMENSION THAT CAN VARY. COORDINATE WITH ARCHITECT IF ACTUAL DIMENSION VARIES FROM THE DIMENSION SHOWN BY MORE THAN 1".5' ‐ 0" +/‐#Pound OR Number&And@AtACT Acoustic Ceiling TileAD Area DrainAFF Above Finished FloorALUM AluminumANOD AnodizedBSMT BasementBYND BeyondBOT BottomCIP Cast In PlaceCHNL ChannelCJ Control JointCL Center LineCLG CeilingCLR ClearCMU Concrete Masonry UnitCOL ColumnCOMPR CompressibleCONC ConcreteCONT ContinuousCPT CarpetCT Ceramic TileCTYD CourtyardDBL DoubleDEMO Demolish or DemolitionDIA DiameterDIM DimensionDIMS DimensionsDN DownDR DoorDWG DrawingAd ‐Article Continues Below EA EachEJ Expansion JointEL ElevationELEC ElectricalELEV Elevator or ElevationEPDM Ethylene Propylene Diene M‐Class (Roofing)EQ EqualEXIST ExistingEXP JT Expansion JointEXT ExteriorFD Floor Drain or Fire DepartmentFEC Fire Extinguisher CabinetFIXT FixtureFLR FloorFM Filled MetalFO Face OfFND FoundationGA GaugeGALV GalvanizedGWB Gypsum Wall BoardHC Hollow CoreHI HighHM Hollow MetalHP High PointHR HourHVAC Heating, Ventilating, And Air ConditioningIRGWB Impact Resistant Gypsum Wall BoardILO In Lieu OfINSUL Insulated or InsulationINT InteriorLO LowMAX MaximumMO Masonry OpeningMECH MechanicalMEMBR MembraneMIN MinimumMRGWB Moisture‐Resistant Gypsum Wall BoardMTL MetalNIC Not In ContractNO NumberNOM NominalOC On CenterOH Overhang or Opposite HandOPP Opposite or Opposite HandOZ OuncePCC Pre‐Cast ConcretePLUMB PlumbingPLYD PlywoodPPT Pressure Preservative TreatedPNT Paint or PaintedPVC Polyvinyl ChlorideAd ‐Article Continues Below RBR RubberRCP Reflected Ceiling PlanRDRoof DrainREQD RequiredRM RoomSIM SimilarSPEC Specified OR SpecificationSPK Sprinkler or SpeakerSSTL Stainless SteelSTC Sound Transmission CoefficientSTL SteelSTRUCT Structure or StructuralT&G Tongue And GrooveTELE TelephoneTLT ToiletTME To Match ExistingTO Top OfTOC Top Of ConcreteTOS Top Of SteelTPD Toilet Paper DispenserT/D Telephone/DataTYP TypicalUNO Unless Noted OtherwiseU/S UndersideVIF Verify In FieldVP Vision PanelW/ WithWD WoodFLORIDA RESIDENTIAL BUILDING CODE 2017FLORIDA PLUMBING CODE 2017FLORIDA MECHANICAL CODE 2017FLORIDA FUEL AND GAS CODE 2017FLORIDA ACCESSIBILITY CODE 2017FLORIDA ENERGY CONSERVATION CODE 2017ST. LUCIE COUNTY CODE OF ORDINANCESNFPA 101 LIFE SAFETY CODECATEGORYEXTERIOR DOORSSINGLE HUNGMANUFACTURERPRODUCT/SYSTEM PRODUCT APPROVALSFLORIDA PRODUCT APPROVALPLASTPROFL15180.1 R2FL239.7 R26FIBERGLASS OUTSWING WITH IMPACT GLASSBUILDING DESIGN PRESSURES PRODUCT DESIGN PRESSURES +50.0 PSF/‐50.0 PSFPANEL WALLHARDIESOFFITROOFING PRODUCTS5V CRIMP METAL ROOFUNDERLAYMENT5V CRIMP 180 MPH ULTSWINGINGWINDOWSSOFFITSSIDING (AT GABLE ENDS)POLYSTICK TU MAXPOLYGLASSFL5259.1 R29N/APGT INDUSTRIES+50.0 PSF/‐50.0 PSF< +40.0 PSF/‐51.0 PSF+41.0 PSF/‐55.0 PSFHARDIEPLANK LAP SIDINGSH 5500 PVC IMPACT SINGLE‐HUNG WINDOW160 MPH ULTJAMES HARDIEFL13192.2 R5‐77.2 PSF‐49.6 PSFPGT INDUSTRIESFL251.10 R32SGD 5570 ‐PVC IMPACT SLIDING GLASS DOOR +38.7 PSF/‐60.0 PSFSLIDING+38.0 PSF/‐48.0 PSFFABRALFIBERGLASS OUTSWING NO GLASSFL13265.1 R4 JAMES HARDIE‐76 PSF‐45 PSFFL15722.2 R4FL15180.6 R2SYMBOL LEGENDAPPLICABLE CODESABBREVIATIONSSQUARE FOOTAGELOCATION MAP PROJECT DESCRIPTIONGENERAL NOTESCONTACTSOWNER: ARCHITECT: STRUCTURALENGINEER: TOMMY BUCHMEYER & BRANDY GUETTLERPHONE NUMBER: 772 . 267 . 0223MECHANICALENGINEER: NAME: TE SCHLITT ENGINEERINGADDRESS: 1575 INDIAN RIVER BLVDSUITE C-210VERO BEACH, FL 32960PHONE NUMBER: (772) - 360-4998 NAME: PRO-CALCSADDRESS: P.O.Box 882032Port St. Lucie, FL 34988PHONE NUMBER: 772-882-5700CONTRACTOR:NAMEADDRESSPHONE NUMBERSHEET LISTBUCHMEYER RESIDENCEPERMIT SET FOR CONSTRUCTIONPARCEL # : 4221-212-0040-000-420806 GLADES CUT OFF RD PORT ST LUCIE, FL 34987stacey@sw‐arc.com772 . 226 . 0148Sheet ListSheet Number Sheet Name DateCurrentRevisionCurrentRevision DateA0.0 COVER 04/20/20A1.1 CONSTRUCTION PLAN 04/20/20A1.2 REFLECTED CEILING PLAN 04/20/20A1.3 ROOF PLAN 04/20/20A2.1 EXTERIOR ELEVATIONS 04/20/20A2.2 EXTERIOR ELEVATIONS 04/20/20A3.1 BUILDING SECTIONS 04/20/20A3.2 WALL SECTIONS 04/20/20A3.3 DETAILS04/22/20A4.1 WINDOWS & DOORS 04/20/20A4.2 WINDOW AND DOORDETAILS04/20/20E1.1 ELECTRICAL PLAN 04/20/20M‐1GENERAL NOTES 04/20/20M‐2MECHANICAL PLAN 04/20/20M‐3MECHANICAL DETAILS 04/20/20S0.1GENERAL NOTES 04/14/20S1.2FOUNDATION ANDELECTRICAL CALCS04/14/20 107/07/2020S2.1FRAMING PLANS AND ROOFZONE PLAN04/14/20 107/07/2020S3.1STRUCTURAL WALLSECTIONS04/14/20S3.2STRUCTURAL DETAILS 04/14/20* ALL MODIFICATIONS REQUIRE A PERMIT FROM ST. LUCIE COUNTY. ALL WORK TO BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE AND LOCAL ORDINANCES. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND CODE REQUIREMENTS SHOULD IMMEDIATELY BE BROUGHT TO THE ARCHITECTS ATTENTION.PLUMBING CONTRACTOR TO DESIGN AND INSTALL SANITARY AND DOMESTIC WATER PER FBCCOORDINATE WITH SITE PLAN.PROVIDE STAINLESS STEEL FASTENERS AT EXTERIOR CONDITIONS.AVOID CONTACT OF DISSIMILAR METALS AT ALL CONNECTIONS.SPRAY FOAM INSULATION TO BE TESTED IN ACCORDANCE WITH FBC R316.3 OR PROVIDE AN IGNITION BARRIER PER FBC R316.6NAME: WESTERBERG ARCHITECTUREADDRESS: 7600 HIDDEN HAMMOCK LN VERO BEACH, FL 32966PHONE NUMBER: 772 . 226 . 0148AIR CONDITIONED: 2720 GROSS SFCOVERED PORCHES: 1360 SFTOTAL: 4080 SF UNDER ROOFAIR CONDITIONEDCUBIC VOLUME: 27,872 CU FTTHE PROJECT IS A NEW SINGLE FAMILY RESIDENCE. CMU STRUCTURE ON SLAB ON GRADE FOUNDATION.REV 01
WasherDryerRefrigeratorRange40' - 0"10' - 0"BEDROOMBATHACLINENHALLBEDROOMBEDROOMPANTRYMASTER CLOSETMASTERBATHSITTINGPLAYROOM12' - 2 1/16"12' - 2 1/16"6' - 6"12' - 2 1/16"12' - 2 1/16"12' - 2 1/16"15' - 4 5/8"5' - 11 3/16"12' - 2 3/8"12' - 2 3/8"6' - 3 3/16"15' - 4 5/8"21' - 9"18' - 3"7' - 10"3' - 10 7/32"12' - 4 1/2"6' - 6"13' - 0 7/8"11' - 7 21/32"11' - 4 1/8"15' - 6 3/8"8' - 7 23/32"6' - 6"9' - 0 1/8"4' - 0 3/4"6' - 3 3/16"5' - 4 1/2"11' - 4 1/8"2' - 5 1/2"8' - 10 5/8"15' - 2 7/8"32' - 4 3/4"5' - 4 1/2"2' - 4 1/2"11' - 4 1/8"10' - 0"9' - 7 7/16"16' - 8 1/4"9' - 2 1/2"14' - 1 1/4"9' - 7 7/16"6' - 2 5/32"11' - 8 11/16"10' - 0"10' - 5 21/32"11' - 8 11/16"11' - 8 11/16"6' - 2 5/32"10' - 7 7/8"12' - 11"15' - 1 7/8"10' - 1 7/8"10' - 7 7/8"2' - 4 1/2"2' - 2"13' - 0 3/8"2' - 3 7/8"8' - 2 5/8"3' - 8"11' - 5 7/8"9' - 0 3/8"3' - 8 1/2"2' - 5"10' - 6 1/2"68' - 0"8' - 2 3/16"19' - 8 21/32"12' - 0 11/32"21' - 10 1/2"6' - 2 5/16"ACWHAAAAABBBBBKITCHENENTRYGREAT ROOMOFFICELVT FLOORING THROUGHOUT PER OWNER SELECTIONTILESHOWERSHOWERACRYLIC TUB &SHOWER0709100605141316111201202203020432X801819172130X8030X8015084' - 4"5' - 11"7' - 1 3/8"ATTIC ACCESS ABOVEMIN OPENING SIZE 22" X 30"ENSURE MINIMUM30" VERTICAL CLEARANCEABOVE ACCESS POINTPER FBC R807.1242326254' - 11"135.00°A3.221 3 5 .0 0 °HBHB ‐HOS BIBB, COORDINATE LOCATIONS WITH OWNERHBHBHBHBEPATTIC ACCESS ABOVEMIN OPENING SIZE 22" X 30"ENSURE MINIMUM30" VERTICAL CLEARANCEABOVE ACCESS POINTPER FBC R807.1PROVIDE DRAINPANAND FLOOD STOPPERVERIFY PAD SIZE WITH EQUIPMENT SPECIFICATIONSMAINTAIN REQUIREDCLEAR AREA PER FBC3' - 4"4' - 5 3/8"COLUMN WRAPPER OWNER, TYPSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/4" = 1'‐0"A1.1PERMIT SET04/20/20CONSTRUCTION PLANBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"A1.11CONSTRUCTION PLANBENCHREVISIONRevision DescriptionDATE
BEDROOMPLAYROOMBEDROOMLAUNDRYBEDROOMBATHOFFICEMASTERSITTINGBATHMASTER CLOSET9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"9'‐4"HALL9'‐4"BATH9'‐4"9'‐8"9'‐8"9'‐4"SLOPE 6:12SLOPE 6:12SLOPE 6:12SLOPE 6:12GREAT ROOMKITCHENENTRY9'‐4" TO 15'‐10"15'‐0" TO 18'‐0"* INTERIOR CEILINGS TO BE PAINTED GYPSUM BOARDPORCH CEILINGS TO BE HARDIEPANEL9'‐4"9'‐4"SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/4" = 1'‐0"A1.2PERMIT SET04/20/20REFLECTED CEILINGPLANBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"A1.21REFLECTED CEILING PLANREVISIONRevision DescriptionDATE
2A3.11A3.1PORCH BEAM BELOWCMU WALL BELOW6:12 SLOPE METAL ROOF ON PEEL & STICK ON 5/8" SHEATHINGON WOOD TRUSSES WITH UNVENTED ATTIC.VENT PLUMBING FIXTURESPER FBCPLUMBING CONTRACTORTO MINIMIZE ROOF PENETRATIONSEXHAUST VENT,TYP OF 372' - 0 1/2"63' - 6 3/8"11' - 8 7/16"40' - 1 1/2"11' - 8 7/16"18' - 11 3/32"22' - 0"CHIMNEY1A3.2PROVIDE ATTIC TRUSSESCRICKET19' - 0"27' - 0"15' - 6"27' - 0"A3.23VENT EXHAUSTTHROUGH GABLE ENDSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/4" = 1'‐0"A1.3PERMIT SET04/20/20ROOF PLANBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"A1.31ROOF PLANREVISIONRevision DescriptionDATE
FINISH FLOOR0' -0"TOP OF WALL9' -4"SAND FINISH STUCCO, TYPWOOD COLUMNS AND DECORATIVE BRACKETSSTUCCO ON ISOKERNCONCRETE CHIMNEYBBBHBFINISH FLOOR0' -0"TOP OF WALL9' -4"1A3.1HARDI‐PLANK SIDING AT GABLE END5V CRIMP METAL ROOFAAAAACHARDI‐TRIMAT CORNERSDECORATIVE SHUTTERSPER OWNER SELECTIONSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/4" = 1'‐0"A2.1PERMIT SET04/20/20EXTERIOR ELEVATIONSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"A2.12North1/4" = 1'‐0"A2.11SouthREVISIONRevision DescriptionDATE
12"6"12"3"METAL ROOF ON PEEL & STICKON 5/8" CDX PLYWOOD,ANCHORED PER STRUCTURALPAINT ON SAND FINISH STUCCO, TYP.CEMENT BOARD SIDINGACHBHBHB2A3.1HBHB7A3.2SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/4" = 1'‐0"A2.2PERMIT SET04/20/20EXTERIOR ELEVATIONSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"A2.21East1/4" = 1'‐0"A2.22WestREVISIONRevision DescriptionDATE
2A3.1STUCCO ON ISOKERN CONCRETE CHIMNEYAPPLY OVER SCRATCH COATOR METAL LATHE PERMANUFACTURER'S RECOMMENDATONSA3.132' - 0"9' - 9"TRUSS SHOWN FOR ILLUSTRATION ONLY,CHORD CONFIGURATION BY TRUSS MANUFACTURER 9' - 9"2' - 0"7' - 0"10' - 0"MIN2' - 0"TOP OF CHIMNEY TO BE 2' MIN ABOVE ANY PORTION OF THE BUILDING WITHIN 10'PER FBCGRADE SITE AND PLACE WALKWAYSTO MINIMIZE STEP AT EDGE OF PORCH.PROVIDE POSITIVE DRAINAGEAWAY FROM HOUSE, TYPMETAL ROOF ON PEEL & STICKON 5/8" SHEATHINGON PARALLEL CHORD TRUSS AT ENTRY DORMERTRUSS SHOWN FOR ILLUSTRATION ONLY,CHORD DESIGN BY TRUSS MANUFACTURER 15' - 4"1 ' - 6 "12"6"12"6"2x6 FRAMING@ SIDES OF DORMERA3.263"12"2X6 SUBFASCIA1X8 FASCIAHARDIESOFFITBY JAMES HARDIE, TYP ALL SOFFITSATTACH PER FLORIDAPRODUCT APPROVALDRIP EDGEPORCH BEAM PER STRUCTURAL,BEAM WRAP PER OWNERHARDIEPANEL BYJAMES HARDIEAT PORCH CEILINGATTACH PERFLORIDA PRODUCT APPROVAL4X4 WOOD POSTBEYOND,POST WRAP PER OWNERMETAL ROOF ON PEEL & STICKON 5/8" CDX SHEATHINGANCHORED PER STRUCTURL2' - 0"SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :As indicatedA3.1PERMIT SET04/20/20BUILDING SECTIONSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐43/8" = 1'‐0"A3.11Section 13/8" = 1'‐0"A3.12Section 21 1/2" = 1'‐0"A3.13EAVE DETAIL @ PORCHESSEE 6/A3.2 FOR WALLTO ROOF FLASHINGREVISIONRevision DescriptionDATE
FINISH FLOOR0' -0"TOP OF WALL9' -4"SLAB ON GRADE FOUNDATION, FOOTING PER STRUCTURAL6 MIL VAPOR BARRIER ONTERMITE TREATED SOILSAND FINISH STUCCO, TYPDOOR AS SCHEDULEDCONCRETE WALK‐OFF PAD@ DOOR1/2" GYP BD CEILING, TYPBOTTOM OF SOFFIT BEYONDHARDIPLANK LAP SIDINGON WATER RESISTIVE BARRIERON SHEATHING PER STRUCTURALSAT FRAMED GABLE ENDS, TYPR‐19 ICYNENE SPRAY FOAMINSULATIONR‐38 ICYNENE SPRAY FOAM INSULATIONPT SOLE PLATETRUSS LAYOUTAND BRACINGPER STRUCTURALSA3.27GYPSUM WALL BOARD ON CMU WALLS WITH R9.1 AMINOPLASTFOAM INSULATION IN CELLS OF ALL EXTERIOR CMU WALLSMIN CLEARANCE, TYP0' - 1 1/2"ISOKERN STANDARD 36" FIREPLACEFRESH AIR INTAKEFIREBRICK, PER CLIENTSELECTION1/4" MAX JOINTS1' - 6 1/2"12" MINPER OWNER12" MINPER OWNER2' - 6 1/4"FOOTINGPER STRUCTURALSNON‐COMBUSTIBLESTONE CLADDINGPROVIDE CHIMNEY CAP TO PREVENTMOISTURE OR CRITTER ENTRANCE,SELECTION PER OWNERINSTALL PER MANUFACTURER SPECIFICATIONSPROVIDE CRICKETAT CHIMNEY4A3.2ROOF SHEATHINGPEEL & STICK UNDERLAYMENTMETAL ROOFFLASHINGCOUNTERFLASHINGSTUCCO ISOKERN CHIMNEYSEALANT STONE HEARTH8" MAXDAMPERMIN1' - 0"NON‐COMBUSTIBLESTONE CLADDINGNON‐COMBUSTIBLESTONE CLADDINGOR WOOD PLANKSMANTEL PER OWNER SELECTIONISOKERNCHIMNEY BLOCK,INSTALL PER MANUFACTURERSPECIFICATIONSROOF SHEATHINGSELF ADHESIVE UNDERLAYMENTMETAL ROOFFLASHINGCOUNTERFLASHINGWEATHER RESISTIVE BARRIERSIDING AT GABLESHEATHINGCONTINUOUS FLASHINGWEATHER RESISTIVE BARRIER,LAP OVER FLASHINGHARDIEPLANK SIDING AT GABLESHEATHINGSTUCCOHARDIETRIMPT WOOD WHEREIN CONTACT WITH CONCRETE BLOCKSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :As indicatedA3.2PERMIT SET04/20/20WALL SECTIONSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐43/4" = 1'‐0"A3.21Section 31" = 1'‐0"A3.22FIREPLACE DETAIL1" = 1'‐0"A3.23CHIMNEY PLAN3" = 1'‐0"A3.24CHIMNEY FLASHING1/2" = 1'‐0"A3.25FIREPLACE ELEVATION3" = 1'‐0"A3.26WALL TO ROOF FLASHING3" = 1'‐0"A3.27WALL FLASHING AT GABLEREVISIONRevision DescriptionDATE
NEW DRAIN PIPENEW CONCRETE SLABSHOWER LINER PER FBC P2709.2MORTAR BEDWIRE MESH REINFORCEMENTTILE BACKERBOARDRECOMMENDED:SCHLUTER KERDI‐BOARD(OR) PAPERLESS DRYWALLATTACH BOARD AND SEAL JOINTS PER MANUFACTURER'S SPECIFICATIONSTEMPERED GLASSSHOWER ENCLOSURE,OPTION PER OWNERNEW EXTERIOR WALLMEMBRANE FASTENERSMUST BE LOCATED 1" ABOVE TOP OF CURB, TYPPEA GRAVELAROUND WEEP HOLESDRAIN WITH CLAMPAND WEEP HOLESTILE WALLS AND FLOORSLOPE FLOOR1/2" PER FT*PROVIDE COATEDFASTENERS AT ALL WET LOCATIONSCURBLESS ENTRY2X4 PT SOLE PLATE,ANCHORED TO EXISTING CONCRETE SLAB,PER FBC.SOUND ATTENUATION BLANKET, FRICTION FIT2X4 STUDS, 16" O.C.1/2" GYPSUM WALL BOARD, BOTH SIDES* PROVIDE ADEQUATE BLOCKING FOR SHELVING,CLOSET RODS, CABINETS, TELEVISIONS, TOWEL BARSAND BATH ACCESSORIES, ETC. COORDINATE LOCATIONS WITH OWNER, TYPSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :3" = 1'‐0"A3.3PERMIT SET04/22/20DETAILSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐43" = 1'‐0"A3.31SHOWER SECTION3" = 1'‐0"A3.32INTERIOR PARTITIONREVISIONRevision DescriptionDATE
TYPE AWHITE VINYL FRAMEIMPACT GLASSLOW E, INSULATEDEGRESSTYPE BWHITE VINYL FRAMEIMPACT GLASSLOW E, INSULATEDEGRESSTYPE C(AT ENTRY DORMER)WHITE VINYL FRAMEIMPACT GLASSLOW E, INSULATED3' - 1"5' - 3"1' - 4 1/2"3' - 1"5' - 3"1' - 4 1/2"2' - 5 1/2"4' - 0"3' - 0"6' - 8"FIBERGLASS ENTRY DOORDOUBLE SLIDING GLASS DOORWHITE VINYL FRAMEIMPACT GLASSLOW E, INSULATEDTRIPLE SLIDING GLASS DOORWHITE VINYL FRAMEIMPACT GLASSLOW E, INSULATED5' - 11 1/2"6' - 7 1/2"8' - 11 1/2"6' - 7 1/2"MIN HEIGHT1' - 8"MIN WIDTH2' - 0"5.7 SF TOTALAT WINDOW TYPES MARKEDAS EGRESS, ENSURE MINIMUM DIMENSIONS AND CLEAR AREA ARE PROVIDED,PER FBC R310.2.1SEE A4.2 FOR WINDOW AND DOOR DETAILSMAX SILL HEIGHT3' - 8"EDFEDFBACH SIMG SIMJ SIMHGJHGJSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :1/2" = 1'‐0"A4.1PERMIT SET04/20/20WINDOWS & DOORSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/2" = 1'‐0"A4.11WINDOW AND DOOR ELEVATIONSDoor ScheduleMark Width Height Finish Function Notes01 3' ‐ 0" 6' ‐ 8" PAINT ON FIBERGLASSExterior028' ‐ 11 1/2" 6' ‐ 7 1/2" VINYLExterior035' ‐ 11 1/2" 6' ‐ 7 1/2" VINYLExterior043' ‐ 0" 6' ‐ 8" PAINT ON FIBERGLASSExterior052' ‐ 6" 6' ‐ 8" PAINTInterior062' ‐ 6" 6' ‐ 8" PAINTInterior072' ‐ 8" 6' ‐ 8" PAINTInterior086' ‐ 0" 6' ‐ 8" PAINTInterior092' ‐ 6" 6' ‐ 8" PAINTInterior102' ‐ 8" 6' ‐ 8" PAINTInterior ENSURE 29" CLEAR OPENING PER FBC R320.1.1112' ‐ 0" 6' ‐ 8" PAINTInterior126' ‐ 0" 6' ‐ 8" PAINTInterior132' ‐ 8" 6' ‐ 8" PAINTInterior142' ‐ 8" 6' ‐ 8" PAINTInterior152' ‐ 0" 6' ‐ 8" PAINTInterior162' ‐ 8" 6' ‐ 8" PAINTInterior176' ‐ 0" 6' ‐ 8" PAINTInterior Barn Door Hardware183' ‐ 0" 6' ‐ 8" PAINTInterior Barn Door Hardware193' ‐ 0" 6' ‐ 8" PAINTInterior202' ‐ 8" 6' ‐ 8" PAINTInterior212' ‐ 8" 6' ‐ 8" PAINTInterior225' ‐ 0" 6' ‐ 8" PAINTInterior232' ‐ 6" 6' ‐ 8" PAINTExterior242' ‐ 6" 6' ‐ 8" PAINTExterior252' ‐ 0" 6' ‐ 8" PAINTInterior262' ‐ 6" 6' ‐ 8" PAINTInteriorREVISIONRevision DescriptionDATE
LIQUID APPLIEDWATERPROOF COATINGAROUND WINDOW OPENINGHEADERPER STRUCTURAL DRAWINGSWEATHER RESISTIVE BARRIEROVER SHEATHING, FOLD BARRIEROVER FLASHING, SEAM & TAPEPER MANUFACTURER'S INSTALLATION INSTRUCTIONSPT WINDOW BUCKLAP SIDING TO MATCH EXISTING, INSTALL PER MANUFACTURER'S SPECIFICATIONSFLASHING,DO NOT CAULK BETWEEN FLASHING AND TRIM1/4" MAX SHIMWINDOW TRIM PER OWNERCONTINUOUS SEALANTCONTINUOUS SEALANTSILL AND TRIM PER OWNERSILL AND TRIM PER OWNERCONTINUOUS POLYURETHANE SEALANT WHERE TRIM MEETS FRAMESILL DETAIL AT NEW WINDOWSHEAD DETAIL AT NEW WINDOWSGABLE END WALLAT ENTRYA ‐B ‐SELF ADHERED MEMBRANE FLASHINGSILL PAN, LAP OVERWEATHER RESISTIVE BARRIER AND WRAP UP JAMBS 4"SELF ADHERED MEMBRANE FLASHINGSKIP‐TAPE BARRIER TO FLASHINGTO ALLOW DRAINAGE0' - 0 1/4"HEAD DETAIL AT NEW DOORSG ‐LIQUID APPLIEDWATERPROOF COATINGAROUND WINDOW OPENINGWEATHER RESISTIVE BARRIEROVER SHEATHING, FOLD BARRIERINTO JAMB, SEAM & TAPEPER MANUFACTURER'S INSTALLATION INSTRUCTIONS2X6 WINDOW BUCKLAP SIDING TO MATCH EXISTING, INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS1/4" MAX SHIMWINDOW TRIM TO MATCH EXISTINGCONTINUOUS SEALANTJAMB DETAIL AT NEW WINDOWSC ‐SELF ADHERED MEMBRANE FLASHING1/2" GYPSUM WALL BOARDCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODALIGN WITH DOOR TRIMPORCH FLOORTHRESHOLD SET IN BED OF POLYURETHANE SEALANT AND ANCHORED PER FLORIDA PRODUCT APPROVALNEW FOUNDATIONPER STRUCTURAL DRAWINGSSILL DETAIL AT NEW DOORSH ‐JAMB DETAIL AT NEW DOORSJ ‐NEW IMPACT INSULATEDSINGLE HUNG WINDOW, TYPNEW STONE OR WOOD SILLNEW PT BUCKCONTINUOUSSEALANT1/4" MAX SHIMCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODSILL DETAIL AT NEW WINDOWSHEAD DETAIL AT NEW WINDOWSD ‐E ‐ANCHOR PER STRUCTURALSAND FLORIDA PRODUCT APPROVALCONTINUOUSSEALANTTRIM PER OWNERCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODCONTINUOUS DRIPLIQUID APPLIED WATERPROOF COATING AROUND WINDOW OPENING, APPLY BEFOREAND AFTER BUCK INSTALLATIONLIQUID APPLIED WATERPROOF COATING AROUND WINDOW OPENING, APPLY BEFOREAND AFTER BUCK INSTALLATIONANCHOR WINDOW FRAMEPER STRUCTURALS ANDFLORIDA PRODUCT APPROVALCONTINUOUSSEALANTTRIM PER OWNERCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODCONTINUOUS DRIPLIQUID APPLIED WATERPROOF COATING AROUND WINDOW OPENING, APPLY BEFOREAND AFTER BUCK INSTALLATIONANCHOR WINDOW FRAMEPER STRUCTURALS ANDFLORIDA PRODUCT APPROVALCONTINUOUSSEALANTTRIM PER OWNERCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODLIQUID APPLIED WATERPROOF COATING AROUND WINDOW OPENING, APPLY BEFOREAND AFTER BUCK INSTALLATIONANCHOR WINDOW FRAMEPER STRUCTURALS ANDFLORIDA PRODUCT APPROVALJAMB DETAIL AT NEW WINDOWSF ‐FINISH FLOORINGPER OWNERCONTINUOUSSEALANTTRIM PER OWNERCONTINUOUS BEAD OF POLYURETHANE SEALANT OVER BACKER RODLIQUID APPLIED WATERPROOF COATING AROUND WINDOW OPENING, APPLY BEFOREAND AFTER BUCK INSTALLATIONANCHOR WINDOW FRAMEPER STRUCTURALS ANDFLORIDA PRODUCT APPROVALFLASHINGFLASHINGSCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :3" = 1'‐0"A4.2PERMIT SET04/20/20WINDOW AND DOORDETAILSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐43" = 1'‐0"A4.21WINDOW AND DOOR DETAILSREVISIONRevision DescriptionDATE
WasherDryerRefrigeratorRangeOFFICEBEDROOMBEDROOMLAUNDRYPLAYROOMBEDROOMMASTER CLOSETBATHMASTERSITTINGBATHHALLBATH+ 65"3333333333333WPWP
WPWPWP333SDSDSDSDSDSDSDWHGREAT ROOMKITCHENENTRYWPEPPROVIDE OUTLET, SWITCH,AND LIGHT AT ATTICPROVIDE OUTLET, SWITCH,AND LIGHT AT ATTIC333CENTER PENDANTSON ISLANDPROVIDE 1‐1/4" RACEWAYTO EXTERIOR FOR FUTURE USEPROVIDE SWITCHED OUTLET FOR DECORATIVE LIGHTING.LOCATE 0N SOFFIT OR WALL PER OWNERGFCIGFCIGFCIGFCIGFCIGFCIGFCI GFCIGFCIGFCIGFCI GFCIGFCIGFCIGFCIELECTRICAL LEGENDLED RECESSED CAN LIGHTEXHAUST FANSWITCH GFCI OUTLETGFCIGFCI OUTLET, DEDICATEDSWITCH 3SWITCH 4DUPLEX OUTLETGFCIEFFLOOD LIGHTWALL SCONCEELECTRICAL PANELELECTRICAL SUB PANELEPEP SUBCEILING FAN WITH LIGHTCEILING MOUNTED PENDANT LIGHTDOOR BELL CHIMESELECTRICAL METERCEXTERIOR CEILING FAN WITH LIGHT220 V DEDICATED OUTLETDOOR BELL EXTDBFLOOR OUTLETCOMBO CO2/SMOKE DETECTORSDWPEXTERIOR WATER PROOF MICROWAVEMDISHWASHERDWATER HEATERWSPECIAL PURPOSE OUTLET*ALL OUTLETS AT KITCHEN, BATHROOMS, AND LAUNDRY TO BE ON GROUND AND ARC FAULT INTERRUPTED CIRCUITSALL WORK TO BE DONE IN STRICT ACCORDANCE WITH FBC AND NEC 2010ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO EQUIPMENT AND MAIN SERVICE.SEE SHEET S1.2 FOR ELECTRICAL CALCULATIONSELECTRICAL CONTRACTOR TO CONDUCTELECTRICAL WALKTHROUGH WITH OWNERTO CONFIRM ALL SWITCH, OUTLET, AND LIGHT LOCATIONS PRIOR TO SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :As indicatedE1.1PERMIT SET04/20/20ELECTRICAL PLANBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐41/4" = 1'‐0"E1.11ELECTRICAL PLANREVISIONRevision DescriptionDATE
SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :M-1PERMIT SET04/20/20GENERAL NOTESBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐4REVISIONRevision DescriptionDATE
SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :M-2PERMIT SET04/20/20MECHANICAL PLANBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐4REVISIONRevision DescriptionDATE
SCALE:DATE:stacey@sw‐arc.com772 . 226 . 0148AR98136PARCEL # :M-3PERMIT SET04/20/20MECHANICAL DETAILSBUCHMEYER RESIDENCE20806 Glades Cut Off RdPort St. Lucie, FL4221‐212‐0040‐000‐4REVISIONRevision DescriptionDATE
GENERAL NOTES:1. DESIGN CODEA. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R.c. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E.d. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.e. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.2. DESIGN CRITERIAA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402.C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS:1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND PAPER ASSOCIATION (AFPA)2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE INSTITUTE (TPI))4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI 1: BY TPI AND WTCA)5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-95 OR NER-108D.6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.3. DESIGN LOADSA. ROOF DEAD LOAD:a. TOP CHORD (ROOF)7 PSF (METAL) b. BOTTOM CHORD (CEILING)10 PSF (GYPSUM)B. ROOF LIVE LOAD:20 PSFC. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF D. ATTIC LIVE LOAD10 PSF (IN SPECIFIC AREAS, SEE TRUSS ENGINEERING)4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY:IIB. CONSTRUCTION TYPE:V-BC. OCCUPANCY CLASSIFICATION:R-3D. WIND SPEED MIN. - OWNER MAY OPTION FOR HIGHER WIND SPEED IF PREFERREDa. ULTIMATE (LRFD) = 160 MPHb. ALLOWABLE (ASD) = 124 MPHE. WIND EXPOSURE CATEGORY:CF. ENCLOSURE CLASSIFICATION:ENCLOSEDG. INTERNAL PRESSURE COEFFICIENT:+/-0.18H. ENCLOSURE CLASSIFICATION:PARTIALLY ENCLOSEDI. INTERNAL PRESSURE COEFFICIENT:+/-0.00J. WIND-BORNE DEBRIS AREA:YESK. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREAL. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.5. PROJECT REQUIREMENTS:A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.B. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.ABBREVIATIONS:ABANCHOR BOLTMATLMATERIALAFFABOVE FINISHED FLOORMAXMAXIMUMADJADJACENTMECHMECHANICALARCHARCHITECTURALMINMINIMUMBLDGBUILDINGNTSNOT TO SCALEBMBEAMOCON CENTERBOTBOTTOMOPTOPTIONALBRGBEARINGOSBORIENTED STRAND BOARDCJCONTROL JOINTPLYPLYWOODCLCENTERLINEPSIPOUNDS PER SQUARE INCHCMUCONCRETE MASONRY UNIT PSFPOUNDS PER SQUARE FOOTCOLCOLUMNPTPRESSURE TREATEDCONCCONCRETEREINFREINFORCEMENTCONDCONDITIONREQDREQUIREDCONTCONTINUOUSROROUGH OPENINGCONSTCONSTRUCTIONRTUROOF TOP UNITCLGCEILINGSCHSCHEDULEDBLDOUBLESHTHGSHEATHINGDIADIAMETERSIMSIMILARDRDOORSMSSHEET METAL SCREWSDWGDRAWINGSPSOUTHERN YELLOW PINEEAEACHSPFSPRUCE PINE FIREJEXPANSION JOINTSTLSTEELELECTELECTRICALSTRSTRUCTURALEORENGINEER OF RECORDSGDSLIDING GLASS DOOREQUIPEQUIPMENTSQSQUAREFFFINISH FLOORT>ONGUE AND GROOVEFTFOOT / FEETTOBTOP OF BEARINGGAGAUGETYPTYPICALGCGENERAL CONTRACTORUNOUNLESS OTHERWISE NOTEDGYPGYPSUMVERTVERTICALHGTHEIGHTW/WITHHORIZHORIZONTALWICWALK IN CLOSETHBHOSE BIBWDWOODINSINSULATIONWWFWELDED WIRE FABRICKSIKIPS PER SQUARE INCHW/OWITHOUTMASMASONRY WDWWINDOWCONCRETE:1. CONCRETEA. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:AREA STRENGTH (PSI) SLUMP AGGREGATE SIZESLAB3,000 PSI (7 DAYS)4"-6"3/4" - 2"FOOTERS 3,000 PSI (7 DAYS)4"-6"3/4" - 2"C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE.D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:a. PORTLAND CEMENT - ASTM C150b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME.G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.2. TESTING AND SAMPLING A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION.B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE AT THE END.a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND TEST FAILS SPECIFICATIONS.C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS.3. GROUTA. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTUREC. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS.E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS. CONSOLIDATE AND RE-CONSOLIDATE GROUT WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.4. REINFORCINGA. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)BAR SIZE MASONRY CONCRETE1500 PSI 2000 PSI 3000 PSI 4000 PSI#4 24" 21" 27" 15"#5 30" 26" 21" 19"#6 36" 31" 26" 22"#7 42" 46" 37" 32"#8 48" 53" 43" 37"E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.G. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS.a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WHT THE MANUFACTURERS SPECIFICATION.b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES.H. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE.SITE WORK:1. SOILA. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION.B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT.E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL.F. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE:a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING.b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" OF BUILDING.c. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER.d. KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:G. ANY FILL BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.2. SOIL TREATMENTA. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS.B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT.C. PROVIDE 10 MIL VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT.D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT COMPLETION OF TREATMENT. E. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER.MASONRY:1. MATERIALSA. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II.B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA.C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270.D. GROUTING SHALL BE AS SPECIFIED IN NOTES.2. EXECUTION A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T" SECTIONS.C. OVER ALL MASONRY OPENINGS AND WALLS , PROVIDE PRE-CAST LINTELS, CAST-IN-PLACE CONCRETE TIE-BEAMS, BOND BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS.a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULL GROUTED SOLID UNLESS OTHERWISE INDICATED ON DRAWINGS.b. TIE-BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETEc. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS.D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING:a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELLb. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING.c. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL REINFORCING IN BOND BEAM, TIE-BEAM, OR LINTEL.d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS.E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION.F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530.G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE:a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" LONG #5 REBAR WITH SIMPSON TIE "SET EPOXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING CLEANING HE HOLE AND MIXING THE EPOXY.b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY 16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPOXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY.H. CURE MASONRY SURFACES FOR 3 DAYS.5. PLACEMENT AND FINISHINGA. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE.B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING CONCRETE OPERATIONS.C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.F. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE.G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET.H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTIONa. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENINGb. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB.c. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE DIRECTION.N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.O. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS.P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.WOOD FRAMING COMPONENTS:LUMBER1. MATERIALSA. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA:B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON DRAWINGS.F. INTERIOR NON-BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.D. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM. E. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER-BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW IS 24" ON CENTER.RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYPMAX. SPAN 5'-0" 8'-0" 12'-0" 15'-0" 19'-0"F. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR MEMBERS LONGER THAN 16'-0".G. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12.H. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED ON DRAWINGS.I. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS (INCLUDING JACKS AND KINGS AT OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW. SQUASH BLOCKS SHALL BE OF THE SAME GRADE AND SIZE OF THE MEMBER ABOVE.SHEATHING1. MATERIALSA. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING.B. SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%. C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER.D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE.2. EXECUTION A. SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL EDGES UNLESS NOTED OTHERWISE.B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH #10 SCREWS AT 6" ON CENTER.C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3 (CORNERS).FASTENERS:1. MATERIALSA. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER.C. FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATINGb. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON-DOT) - MINIMUM G185 ZINC COATINGc. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIERd. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.• TYPEDIAMETER• 8d COMMON0.131"• 10d / 12 COMMON 0.148"• 16d COMMON0.162"2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION.B. ALL PRE-MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN.C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE.b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE.c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH.d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS.D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY.PRE-ENGINEERED WOOD TRUSSES1. GENERALA. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER.C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION.E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI).F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS).2. MATERIALSA. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER.a. GABLE END BRACING DETAILS AND RECOMMENDATIONSb. LATERAL BRACING AND RESTRAINT DETAILSc. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTSd. PIGGYBACK INSTALLATION DETAILSe. CONVENTIONAL FRAMED VALLEY DETAILf. TOE NAIL DETAIL FOR JACK TRUSSESg. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED.B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE.C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN 24" ON CENTER.D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER.E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.DOORS AND WINDOWS:1. GENERALA. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC R308.D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.E. SHUTTERS (IF INSTALLED) SHALL MEET FBC R301.2.1.2.2. MATERIALSA. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND S.H.G.C. OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC ER400.3).a. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.C = 0.25b. NON-IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.C = 0.25E. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.a. OSI QUAD MAX , VULKEM 350/351 DS, PROTECTOWRAP LWM200, ZIP SYSTEM LIQUID FLASH.3. EXECUTIONA. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS.d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.ELECTRICAL:1. GENERALA. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION.2. MATERIALSA. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE.C. RECEPTACLES INSTALLED ON 15- AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10.E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16.F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES.G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS AND SHALL HAVE NO OTHER RECEPTACLES.H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS.3. EXECUTIONA. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250.D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC.E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS.F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION. G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS, PORCHES, AND OUTDOORS.H. ALL CONDUCTORS CLOSER THAN 11/4" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/16" IN THICKNESS.I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO A FIRE ALARM SYSTEM.J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL, LAUNDRY AREAS.K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION.L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER, AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION.Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:51 AMS0.1General Notes18R014Single Family HomeBUCHMEYER RESIDENCE04/22/2020ECTS20806 Glades Cut Off Rd.PERMIT SETPORT ST. LUCIE, FLST. LUCIE COUNTY, 3498715July 7, 2020Sheet ListPage NoSheet NameSheet Number1General NotesS0.12Foundation and Electrical CalcsS1.23Framing Plans and Roof Zone PlanS2.14Structural Wall SectionsS3.15Structural DetailsS3.2No.DescriptionDate
1144ABDE68' - 0"10' - 0"40' - 0"10' - 0"60' - 0"68' - 0"4S3.1RECESSED SHOWER4"-4"-4"-4"4" THICK MIN. 3000 PSI CONC. W/ 6x6-10x10 WWF OR 2.1 lbs/CUYD FIBERMESH OVER TERMITE TREATED, WELL COMPACTED (95% COMPACTION, MODIFIED PROCTOR) SOIL, TYP.6" THICK MIN. 3,000 PSI CONC. W/ 6x6-10x10 WWF OR 2.1 lbs/CUYD FIBERMESH OVER TERMITE TREATED, WELL COMPACTED (95% COMPACTION, MODIFIED PROCTOR) SOIL, TYP.1/8" PER FT SLOPE1/8" PER FT SLOPE1/8" PER FT SLOPE1/8" PER FT SLOPE1/8" PER FT SLOPE1/8" PER FT SLOPEF-4F-4F-4F-4F-1F-1F-1F-14 1/2"F-1F-1F-1F-4F-4F-3F-1F-4F-4F-1F-1F-14S3.2P-1CHIMNEY15' - 2 3/8"3' - 4"3' - 0"8' - 6"SAWCUTSAWCUTSAWCUTSAWCUT15' - 4 5/8"5' - 11 3/16"12' - 2 3/8"12' - 2 3/8"6' - 3 3/16"15' - 4 5/8"12' - 2 1/16"12' - 2 1/16"6' - 6"12' - 2 1/16"12' - 2 1/16"12' - 2 1/16"4"4S3.221' - 0"12' - 4 5/8"135.00°F-32233C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1HH#5 Bar Vertical in Filled Cell6' Long #5 Re-entrant Bar in middle of slabLine of FoundationStep Down in Slab4"200 AMP PANELMCB120/240 V40 CKTMETERMAIN DISC.DISC. AT AHUDISC. AT A/C COMP.#4 GROUND IN 1/2" C.GROUND ROD & COLD WATER PIPE3" GRC(3) 500 kcmil THHNTO UTILITY COMPANY(2) 2/0 CU THHN(1) #1 U THHN(1) #6 CU THHNIN 2" C.Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:52 AMS1.2Foundation andElectrical Calcs18R014Single Family HomeBUCHMEYER RESIDENCE04/22/2020RCJTS20806 Glades Cut Off Rd.PERMIT SETPORT ST. LUCIE, FLST. LUCIE COUNTY, 3498725July 7, 20201/4" = 1'-0"S1.2Foundation Plan11/4" = 1'-0"Foundation LegendFoundation ScheduleMark WxDTypeReinforcementF-118"x16" Thickened Edge (2) #5 Bar Cont.F-212"x12" Bell Footer(2) #5 Bar Cont.F-38"x8" Monolithic Footer (1) #5 Bar Cont.F-420"x18" Bell Footer w/ Step (2) #5 Bar Cont.P-136"x12" Pad Footer#5 Bars at 12" o.c. each wayADDITIONAL ELECTRICAL SPECIFICATION AND DRAWINGS (IF REQUIRED) SHALL BE PROVIDED BY LICENSED ELCTRICAL CONTRACTORStructural Column ScheduleMark SizeTypeReinforcementC-1 6x6 Nom.P.T. SYP Wood See Schedule for ConnectorsNo.DescriptionDate1Bldg Dept Comments07/07/2020
METAL ROOF OVER PEEL N'STICK OVER SHEATHING PER SECTION OVER P.E. TRUSSES AT 24" O.C. MAX.ATTIC ACCESSVAULT CEILING 3:12VAULT CEILING 3:1215' - 10 3/4"2' - 10"6' - 9 1/2"2' - 10"METAL ROOF OVER PEEL N'STICK OVER SHEATHING PER SECTION OVER P.E. TRUSSES AT 24" O.C. MAX.GABLE TRUSS 3 1/2" SHORTER THAN TYP TRUSS, SEE DETAILGABLE TRUSS 3 1/2" SHORTER THAN TYP TRUSS, SEE DETAILFRAMING PLAN IS BASED OFF TRUSS LAYOUT FROM A-1 ROOF TRUSSES JOB # 79809 DATED 3/18/2020.NOTE: ALL PRECAST LINTELS SHALL BE 8F16-1T/1B2' - 0"CHIMNEY OPENING2' - 0"+/-6' - 1 1/2"3SimS2.1S2.1ATTIC ACCESSODD SPACE AT TRUSSES FOR ATTIC ACCESS2' - 0"2S3.1ODD SPACE AT TRUSSPRE-ENGINEERED GIRDERABSEE SECTION3S3.140' - 0"11' - 3"18' - 10 15/16"22' - 0"BABM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3BM-3EEDDBM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BBEEEEEELIGHT STORAGE LOAD IN THIS AREALIGHT STORAGE LOAD IN THIS AREAIIGGGG LRFD ASD NAIL SPACINGZONE 1 - INTERIOR: +26 / -49 +16 / -29 6" OCZONE 2 - PERIMETER: +26 / -74 +16 / -44 4" OCZONE 3 - CORNER: +27 / -117 +16 / -70 4" OCNOTES: EDGE DISTANCE = 6'-0" THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF.THE EFFECTIVE AREA FOR ZONE 3 IS 36 SF.ROOF SHEATHING SHALL BE 15/32" MIN.ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME.COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF) 6'-0"a=33332332221333222216' - 0"METAL ROOF OVER PEEL N'STICK OVER SHEATHING PER SECTION OVER P.E. TRUSSES AT 24" O.C. MAX.BEARING WALLS FOR HIGH ROOF TRUSSES(2) 2x8 SYP HEADERAAOVERHANG1' - 6"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:53 AMS2.1Framing Plans and RoofZone Plan18R014Single Family HomeBUCHMEYER RESIDENCE04/22/2020RCJTS20806 Glades Cut Off Rd.PERMIT SETPORT ST. LUCIE, FLST. LUCIE COUNTY, 3498735July 7, 20201/4" = 1'-0"S2.1Roof Framing13/32" = 1'-0"S2.1Roof Zone21/4" = 1'-0"S2.1High Roof Plan3Beam ScheduleMarkBeamBeam SizeReinforcementCommentBM-1 PreCast Lintel8F8-0T/1B See DetailAll Unmarked LintelsBM-2 PreCast Lintel8F16-1T/1B See DetailBM-3 (3) Ply LVL 1.75"x11.25"BM-4 (2) Ply 2x6 SYPW/ Plywood Fitch Over Openings As OccurBM-5 (2) Ply 2x10 SYPW/ Plywood Fitch Over Openings As OccurConnector ScheduleMember Type/ Mark Connector TypeConnectorsUplift Needed Uplift ProvidedCommentsA - Girder Truss(2) FGTR(36) 1/4"x3" SDS and (4) 1/2"x5" Titen HD8,479 lbs 9,400 lbs One at Each SideAngle CMU to Wood HGAM10(4) 0.25" x 2.75" Titens & (4) 0.25" x 1.5" Screws750 lbs 810 lbs Simpson or EqualB - Girder TrussVGT(1) 0.625"x12" Anchor Embed. & (16) 0.25"x3" SDS Screws 4,330 lbs 4,940 lbs Simpson or EqualC - Heavy Strap at CMU HHETA 20(10) 0.148" x 1.5"1,888 lbs 2,235 lbs Simpson or EqualD - Truss Strap at Wood HTS 16(16) 0.148" x 3"721 lbs 1,260 lbs Simpson or EqualE - Truss Strap at CMU HETA 20(9) 0.148" x 1.5"1,222 lbs 1,810 lbs Simpson or EqualF - Hanger - Concealed at CMU HUC28-2(14) 0.25" x 2.75" Titens & (6) 0.148" x 3"800 lbs 1,135 lbs Simpson or EqualG - 6x6 Post Cap Corner PC6Z(18) 0.148" x 3" Nails1,500 lbs 1,760 lbs Simpson or EqualG - 6x6 Post Cap Corner MSTA18(14) 0.148" x 3" Nails1,200 lbs 1,315 lbs Use in Addition to PC6ZH- 6x6 Post BaseABU66Z(1) 5/8" Dia. x (12) 0.162" x 3.5" Nails2,100 lbs 2,475 lbs Simpson or EqualI - 6x6 Post CapAC6(28) 0.148" x 3.5" Nails2,600 lbs 2,815 lbs Simpson or EqualNo.DescriptionDate1Bldg Dept Comments07/07/2020
1/2" GYPSUM AT EACH SIDE PER FBC-R 702.3, TYP.4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHPT 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12" O.C. MAX.6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL2x4 SPF STUDS AT 16" OC MAX. W/ (2) 16d's TOENAILED AT TOP AND BOTTOMSEE TYPICAL WALL SECTION FOR TYPE OF INSULATION(2) 2x4 TOP PLATE, 36" SPLICE MIN.P.E. TRUSSES AT 24" OC MAX.1/2" GYPSUM TYP., 5/8" TYPE X AT GARAGE CEILINGS UNDER HABITABLE SPACES2x SP HEADER W/ PLYWD FLITCH OVER OPENINGS AS OCCURS:(2) 2x4 UNDER 4' WIDE(2) 2x6 UNDER 6' WIDE(2) 2x8 UNDER 8' WIDEDOUBLE TOP PLATE AT 2x4 WALL W/SYP STUDS AT 16" O.C. W/ HTS20 AT EACH TRUSS, TYP.SHEATHING PER SCHEUDLE OVER P.E. ROOF TRUSSES AT 24" O.C. MAX.SEE ARCHITECTURAL PLANS FOR INSULATION AND FINISHESMST20 AT 16" O.C. & 12d's AT 8" O.C. AT PLATE2x4 STUDS AT 16" O.C. W/ SP4 AT TOP AND BOTTOM EACH STUD, TYP.2x BLOCKING W/(2) 12d's AT EACH END LEVEL WITH ROOF LINELEAVE SHEATHING OFF HERE, ADD BLOCKING AT 4' ON CENTER TWO PLY P.E. TRUSS GIRDER WITH TRUSS TO TRUSS CONNECTORS PER TRUSS ENGINEER 2x6 SYP LEDGER TO P.E. TRUSS W/ (2) #12 SCREWS AT EACH WEB S NAILER FOR SHEATHING FINISHES AND SHEATHING PER SECTION AT PORCH2x4 SYP STUDS AT 16" O.C. W/ SP4 AT TOPR-30 INSULATION2x4 BLOCKING AT 48" OC FOR 4 SPACES FROM GABLE2x4 T-BRACE W/8d's 6" OC MAX.HARDIE SIDING PER PRODUCT APPROVAL OVER VAPOR BARRIER OVER 1/2" PLYWOOD W/ 8d's AT 6" OC MAX. W/ HOUSE WRAP, WITH DRIP SCREED AT BOTTOM OF PLYWOOD SEE TYP. WALL SECTION DETAIL FOR ADDITIONAL NOTESP.E. TRUSSES AT 24" OC MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE2' - 0"2x4 OUTLOOKER AT 24" OC MAX. W/H10A AND (2) 16d's AT EACH END, TYP.2x4 DIA. X-BRACE W/(2) 12d's AT EACH TRUSS AT CENTER OF GABLE AND 48" OC MAX. WHERE HEIGHT OF GABLE >4' TALLGABLE TRUSS SHALL BE 3 1/2" SHORTER TO ALLOW OUTLOOKERS ABOVEHGAM10 W/ (4) 0.25" x 2.75" TITENS & (4) 0.25" x 1.5" SCREWS AT 48" O.C. MAX AND 6" FROM ENDSUNVENTED SOFFIT PER PRODUCT APPROVAL#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP(2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSEP.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULEMETAL ROOF OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULEFINISHES AND INSULATION PER ARCHITECTPRECAST LINTEL PER PLAN/SCHEDULE OVER OPENINGS123TYP. SLOPEEXTEND BOTTOM CHORD OF TRUSS AT THIS SECTION 4"1' - 6"CEILING PER ARCHITECTRULSBOXED HEADER W/ BATT INSULATIONUNVENTED SOFFIT PER PRODUCT APPROVALSTEP PER ARCHITECTURALSDWLAP SPLICE2' - 6" MIN.1/2" GYPSUM OVER 1x3 FURRING STRIPS AT 16" OC W/ INSULATION PER ARCHITECT4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHCLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALL6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" OC MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOKSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.REINFORCED CONC. FOOTER PER PLAN/SCHEDULE1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGCOV.0' - 3"EDGE DIST.0' - 2"SEAL JOINT WITH WATERPROOFERWINDOW2x6 STUDS AT 16" O.C. MAX. W/SP6 AT TOP AND BOTTOM TYP.SUPPLMENTAL CONNECTORS PER FR4AMING PLANBEAM AND CONNECTORS PER FRAMING PLANCOLUMN AND CONNECTORS PER FRAMING PLAN2' - 0"6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILLREINFORCED CONC. FOOTER PER PLAN/SCHEDULE2x6 SYP SUBFASCIA W/ (2) 16d's AT EACH OUTLOOKER TYP.2x6 SYP SUBFASCIA W/ (2) 16d's AT EACH OUTLOOKER TYP.WRAP BEAM AND COLUMNS PER ARCHITECTHARDIE SIDING PER PRODUCT APPROVAL OVER VAPOR BARRIER OVER 1/2" PLYWOOD W/ 8d's AT 6" OC MAX. W/ HOUSE WRAP, WITH DRIP SCREED AT BOTTOM OF PLYWOOD FLASHING PER CODE 2x4 OUTLOOKER AT 24" OC MAX. W/H10A AND (2) 16d's AT EACH END, TYP.SEAL JOINT WITH WATERPROOFERDWLAP SPLICE2' - 6" MIN.1/2" GYPSUM OVER 1x3 FURRING STRIPS AT 16" OC W/ INSULATION PER ARCHITECT4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHCLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALL6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" OC MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOKSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.REINFORCED CONC. FOOTER PER PLAN/SCHEDULE1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGCOV.0' - 3"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:53 AMS3.1Structural Wall Sections18R014Single Family HomeBUCHMEYER RESIDENCE04/22/2020RCJTS20806 Glades Cut Off Rd.PERMIT SETPORT ST. LUCIE, FLST. LUCIE COUNTY, 3498745July 7, 20203/4" = 1'-0"S3.1Interior Wall Section -Non Load Bearing13/4" = 1'-0"S3.1Section at Dormer23/4" = 1'-0"S3.1Gable End Detail With Siding53/4" = 1'-0"S3.1Structrural Section at Porch33/4" = 1'-0"S3.1Masonry Wall Section4No.DescriptionDate
MISSED STRAP DOES NOT LINE UP WITH TRUSSADD NEW CONNECTOR IN LIEU OF MISSED STRAPIF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE(2) HTSM20 STRAPS W/ (4) 1/4" X 21/4" TITENS & (10) 10dx1.5"IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USEFGTR OR VGT PER MANUFACTURER REQUIREMENTS.WOOD TRUSS4" THICK CONCRETE SLABW/ 6X6-W10 WWF ON 6 MIL VAPOR BARRIER ON TREATED, WELL COMPACTED SOIL1' - 0"4"VARIESSTEPSLOPE TO DRAIN#5 BAR CONT. W/ 18" LAP SPLICE MIN.NOMINAL HEIGHTQUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF LINTELNOMINAL WIDTH8F16-1B/1T#5 FIELD ADDED REBAR AT TOP PF COMPOSITE U -LINTEL MIN. (1) REQD.QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF LINTELF = FILLED WITH GROUTU = UNFILLED1-1/2" CLEAR, TYP.FIELD PLACED CMUSOLID GROUT, TOP TO BOT.#5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITYPRE-CAST REINFORCING PER MANUFACTURER7-5/8" ACTUAL8" NOMINAL WIDTH15-5/8" ACTUAL 16" NOMINAL HEIGHT egcbajdecbkihNOTES: 1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM.2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.3. SEE ARCHITECTURALS FOR SEALING AND WATERPROOFING REQUIREMENTS.4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.a. SEE ARCHITECTURALS FOR INTERIOR FINISHES, TRIM, AND INSULATIONb. 2x6 OR 2x8 P.T. BUCKc. N/Ad. 1/4" MAX. NON-DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACEe. 3/16"ø TAPCONS AT 10" O.C. MAX. STAGGEREDf. N/Ag. EXT. FINISH PER ARCHITECTURALS h. N/Ai. PRECAST OR POURED IN PLACE SILLj. N/Ak. LINTEL PER PLAN/SCHEDULEl. FILLED CELL W/ #5 VERT.m. N/AaedblmMIN.0' - 1 1/4"fbacdiSEE ARCHITECTURALS FOR RECESSED SILL AT OUTSWING/SLIDING DOORSgNOTES: 1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.3. SEE ARCHITECTURALS FOR SEALING AND WATERPROOFING REQUIREMENTS.4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.eadja. SEE ARCHITECTURALS FOR INTERIOR FINISHES, TRIM, AND INSULATIONb. N/Ac. N/Ad. 1/4" MAX. NON-DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACEe. 1/4"ø TAPCONS AT 10" O.C. MAX. STAGGEREDf. EXT. FINISH PER ARCHITECTURALSg. 1/4"ø TAPCONS AT 10" O.C. MAX. STAGGERED (SEE NOTE #2)h. N/Ai. LINTEL PER PLAN/SCHEDULEj. FILLED CELL W/ #5 VERT.hSTRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULETOP CHORD OF LOWER P.E. TRUSS, SPACED AT 24" O.C. MAX.SIMPSON VTCR CLIP AT 2' O.C. TO TRUSS TOP CHORDS W/(3) 10d x 1-1/2" NAILS TO OVER TRUSS AND (4) 10dx3.5" NAILS TO UNDER TRUSSP.E. TRUSS OVERFRAMING AT 24" O.C. MAX.P.E. TRUSS OVERFRAMING AT 24" O.C. MAX. ATTACH PER BELOW2x4 RIDGE BLOCKING W/ (2) 12d's TOENAILED AT EACH ENDSTRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULETOP CHORD OF PRIMARY P.E. TRUSS1/8" WIDE SAW-CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAWt/3 tDia. Min.30 BarDiam. Min.30 BarDia. Min.30 BarCORNERPERPENDICULARBELL THRUPAD FOOTERCORNER BARS TO MATCH REINFORCEMENTPROVIDE ADDITIONAL #5 BARSTHICKEN FOOTING A MIN. OF12" BELOW PIPEBOT/PIPESEE PLANMIN.1' - 4"MIN. LAP1' - 0"FF1' - 0"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:54 AMS3.2Structural Details18R014Single Family HomeBUCHMEYER RESIDENCE04/22/2020RCJTS20806 Glades Cut Off Rd.PERMIT SETPORT ST. LUCIE, FLST. LUCIE COUNTY, 3498755July 7, 20201/2" = 1'-0"S3.2Missed Strap Detail31" = 1'-0"S3.2Step Down at Shower43/4" = 1'-0"S3.2Masonry Bond Beam Detail51" = 1'-0"S3.2Window Detail at CMU11" = 1'-0"S3.2Door Detail at CMU23/4" = 1'-0"S3.2Overbuilt Framing Detail- Trusses61" = 1'-0"S3.2Saw Cut Detail73/4" = 1'-0"S3.2Footer Intersection Detail83/4" = 1'-0"S3.2Footing Penetration Detail9No.DescriptionDate