HomeMy WebLinkAboutAPPROVED REVSION, 21-3730 Villas Building #4-SSDRAWING INDEXSheet No.SHEET TITLEThe Villas2021 Keesee and Associates, Inc.cConceptual Drawing, Do Not ScaleRefer to Construction Drawings for Specific Features1.0COVER SHEET1.1GENERAL NOTES2.0SLAB / PLUMBING PLAN2.1FLOOR PLAN2.2OPT. SHOWER - FLOOR & FOUNDATION3.0FRONT AND LEFT ELEVATIONS3.1REAR AND RIGHT ELEVATIONS4.0ROOF PLAN5.0BUILDING SECTIONS6.0WATERPROOFING DETAILS6.1WATERPROOFING DETAILS - SIDINGE1.0ELECTRICAL PLANFP-1 FIRE RATED WALL DETAILSPA-1PRODUCT APPROVALSSTRUCTURAL INDEXSheet No.SHEET TITLES0.0STRUCTURAL NOTESS0.1 NOTES AND SCHEDULESS1.0FOUNDATION PLANS2.0LINTEL PLANS3.0STRUCTURAL PLANS4.0ROOF FRAMING PLAND1FOUNDATION DETAILSD2DETAILS AND SECTIONSD3DETAILS AND SECTIONSJURISDICTION: ST. LUCIE COUNTY (3) SETS SEALED4-UNITSt. Lucie CountyVILLAS - ELEVATION AUNIT 1658UNIT 1776UNIT 1509UNIT 1836Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878641.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'
1.All exterior walls shall be assumed to be load bearing. See structural floor plan and foundation plan forC.M.U. wall reinforcement locations.2.Porch Ceilings: (see plan for the following options): Textured painted: ½” exterior gypsum soffit boardshall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shallbe attached w/type “W” 1-1/4” drywall screws at 8” o.c. in field and edges. Masonry plaster: Flat 7/16”span rated OSB on underside of roof trusses shall be attached to all framing members with 2x blockingprovided at perimeter. The OSB shall be attached w/8d nails at 6” o.c. field and 4” o.c. edges or 7d screwshank at 4” edges and 3” o.c. field. NOTE: 5/8” CDX or 1x T&G is acceptable for substitution.3.Window and door suppliers shall provide current rough opening info which shall have precedence overthe window and doors labeled on plan.4.R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window opening islocated less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm)above the finished grade or other surface below on the exterior of the building, the operable window shallcomply with one of the following:a.Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to passthrough the opening where the opening is in its largest opened position.b.Operable windows that are provided with window fall prevention devices that comply with ASTMF2090.c.Operable windows that are provided with window opening control devices that comply with SectionR312.2.2.5.Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 throughR4501.174.1.146.All glass located in hazardous locations shall comply with FBC R308.4.7.R302.12 Draft stopping. In combustible construction where there is usable space both above and belowthe concealed space of a floor-ceiling assembly, draft-stops shall be installed so that the area of theconcealed space does not exceed 1,000 square feet (92.9 m2). Draft-stopping shall divide the concealedspace into approximately equal areas. Where the assembly is enclosed by a floor membrane above and aceiling membrane below, draft stopping shall be provided in floor-ceiling assemblies under the followingcircumstances:a.Ceiling is suspended under the floor framing.b.Floor framing is constructed of truss-type open-web or perforated members. 8. Laundry Note: washer & dryer units (washer unit to be always on left side when facing units) and Hanson box @ 36” AFF.9.Cabinet manufacturers shop drawings shall have precedence over the interior cabinet elevations shown.10.Do not scale plans. Dimensions are to be followed as noted.GENERAL NOTESIt is the intent of the Engineer listed in the titleblock of these documents that thesedocuments be accurate, providing Licensed Professionals clear information. Everyattempt has been made to prevent error. The Builder and all subcontractors are requiredto review all the information contained in these documents, prior to the commencementof any work. The Engineer is not responsible for any plan errors, omissions, ormisinterpretations undetected and not reported to the Engineer prior to construction. Allconstruction MUST be in accordance to the information found in these documents. Anyquestions regarding the information found in these plans should be directed to theEngineer of Record immediately. No backcharges will be considered for reimbursementby the Engineer without advanced notification and approval by the Engineer. Paymentswill be made in accordance to the terms of the agreement.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.Contractors shall verify and be responsible for dimensions and conditions of the entire build-out.either the Architect or Engineer of Record must be notified in writing of any variation from thedimensions, conditions and specifications appearing on these plans, unless noted otherwise, inorder to provide the correct revision documentation prior to construction of any componentwithin the structure. Without the appropriate documentation and communication from eitherBuilder and/or Contractor and their subs, said individuals and their businesses do hold eitherthe Architect or Engineer of Record harmless of any liability.Issuance, signed, and sealed certification of this plan set does not relieve the Builder and theirsubs and/or Trade Partners responsibility to review and verify adherence to any applicablecodes of the governing municipality prior to commencement. Any discrepancies shall be broughtto the attention of either the Architect or Engineer of Record prior to commencement.All Third-Party information, shop drawings, and component assembly layouts must be approvedby either the Architect or Engineer of Record prior to permit request submission.MECHANICAL / HVAC1.Energy calculations for heating and cooling capacities and full-scale duct and ventinglayout shall be furnished by others as an attachment to this plan set at the time ofapplication for the building permit.2.Mechanical appliances shall be accessible for inspection, service, repair, andreplacement without removing permanent construction, other appliances, any otherpiping, or ducts not connected to the appliance being inspected, serviced, repaired, orreplaced. A level working space at least 30 inches (762 mm) deep and 30 inches (762mm) wide shall be provided in front of the control side to service an appliance.3.Ducts in the garage and ducts penetrating the walls or ceilings separating the dwellingfrom the garage shall be constructed of a minimum No. 26-gage (0.48 mm) sheet steelor 1” (25.4 mm) minimum rigid non-metallic Class 0 or Class 1 duct board, or otherapproved material and shall not have openings into the garage.4.Foundations and supports for outdoor mechanical systems shall be raised at least 3inches (76 mm) above the finished grade and shall also conform to the manufacturer'sinstallation instructions.5.Auxiliary drain pan. Category IV condensing appliances shall be provided with anauxiliary drain pan where damage to any building component will occur as a result ofstoppage in the condensate drain piping system. These pans shall be installed inaccordance with the applicable municipal required provisions.EXHAUST VENTILATION1.Outdoor discharge: the air removed by every mechanical exhaust system shall bedischarged to the outdoors. Air shall not be exhausted into an attic, soffit, ridge vent, orcrawl space.2.Exhaust air from bathrooms and toilet rooms shall not be re-circulated within aresidence or to another dwelling unit and shall be exhausted directly to the outdoors.Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawlspace, or other areas inside the building.3.Clothes Dryer Duct length: The maximum allowable exhaust duct length shall bedetermined by one of the methods specified in Sections M1502.4.5.1 throughM1502.4.5.3.ELECTRICAL1.The included electrical power and lighting layout sheets are included as a courtesy andare to be viewed as reference only. Please note: the electrical sheets are not signed,sealed nor certified.2.All component locations as shown may be changed at the sole discretion of the Builderor their licensed contractor in order to comply with any and all governing coderequirements.3.Electrical Contractor shall provide all electrical permits, all applicable informationrequired to obtain permits, and is responsible for the installation, operation, andhandling of all electrical componentsPLUMBING1.It is the sole responsibility of the plumbing to verify the accuracy of plumbing fixturelocations as depicted in this set of plans, verify the accuracy of the supply and wasteline size, and verify that clearances around plumbing assemblies comply with minimumcode standards.2.All plumbing dimensions are approximate from the center line of the fixture to theexterior slab edge.3.All component locations as shown may be changed at the sole discretion of Builder ortheir licensed Contractor in order to comply with any governing municipality coderequirements. However, changes needed shall be brought to the attention of KeeseeAssociates in writing prior to commencement.4.Contractor shall provide all plumbing permits, all applicable information required toobtain permits (plumbing riser diagram and calculations), and is responsible for theinstallation, operation and handling of all plumbing components and assemblies.TERMITE PROTECTION1.Termite protection shall be in accordance with the 2020 FBC-R 7th EDITION R318 andall related sub categories.2.Protective sleeves around piping penetrating concrete slab-on-grade floors shall not beof cellulose containing materials. If soil treatment is used for subterranean termiteprotection, the sleeve shall have a maximum wall thickness of 0.010 inch and be sealedwithin the slab using a non-corrosive clamping device to eliminate the annular spacebetween the pipe and the sleeve. No termiticides shall be applied inside the sleeve.3.Condensate lines, fountains, pools and irrigation/sprinkler system risers for sprayheads, and roof downspouts, shall discharge at least 1 foot (305 mm) away from thestructure sidewall, whether by underground piping, tail extensions, or splash blocks,gutters with downspouts are required on all buildings with eaves of less than 6 inches(152 mm) horizontal projection except for gable end rakes or on a roof above anotherroof.EXTERIOR PLASTER APPLICATIONR703.7 Exterior Plaster.Installation of these materials shall be in compliance with ASTM C926 and ASTMC1063, or ASTM C1787 and the provisions of this code.R703.7.1 Lath.Lath and Lath attachments shall be of corrosion-resistant materials. Expandedmetal or woven wire lath shall be attached with 1-1/2” long, 11 gage nails having a7/16” head, or 1-1/2” long, 16 gage staples, spaced in accordance with ASTMC1063 or C1787, or as otherwise approved.R703.7.2 Plaster.Plastering with cement plaster shall be not less than three coats where appliedover any type of code-approved lath and shall be not less than two coats wheredirectly applied over masonry, concrete, clay brick, stone, or tile. If the plastersurface is completely covered by veneer or other facing material or is completelyconcealed, plaster application need be only two coats, provided total thickness isas set in Table R702.1(1).Cement plaster shall be in accordance with ASTM C926 and material shall be inaccordance with one of the types listed in R703.7.2.R703.7.3 Water-Resistive Barriers.Water-resistive barriers shall be installed as required in Section R703.2 and, whereapplied over wood-based sheathing, shall include a water-resistivevapor-permeable barrier with a performance at least equivalent to two layers ofGrade D paper. The individual layers shall be installed independently such thateach layer provides a separate continuous plane and any flashing (installed inaccordance with Section R703.4) intended to drain to the water-resistive barrier isdirected between the layers.R703.2 Water-Resistive Barrier.One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTMD226 for Type 1 felt or other approved water-resistive barrier shall be applied overstuds or sheathing of all exterior walls. No. 15 asphalt felt shall be appliedhorizontally, with the upper layer lapped over the lower layer not less than 2 inches.Where joints occur, felt shall be lapped not less than 6 inches. Other approvedmaterials shall be installed in accordance with the water-resistive barriermanufacturer's installation instructions. The No. 15 asphalt felt or other approvedwater-resistive barrier material shall be continuous to the top of walls andterminated at penetrations and building appendages in a manner to meet therequirements of the exterior wall envelope as described in Section R703.1.R703.4 Flashing.Approved metal flashing, vinyl flashing, self-adhered membranes and mechanicallyattached flexible flashing shall be applied shingle-fashion or in accordance with themanufacturer's instructions. Metal flashing shall be corrosion resistant.Fluid-applied membranes used as flashing shall be applied in accordance with themanufacturer's instructions. All flashing shall be applied in a manner to prevent theentry of water into the wall cavity or penetration of water to the building structuralframing components.Self-adhered membranes used as flashing shall comply with AAMA 711. Allexterior fenestration products shall be sealed at the juncture with the building wallwith a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS orgreater for proper joint expansion and contraction, ASTM C1281, AAMA 812, orother approved standard as appropriate for the type of sealant. Fluid-appliedmembranes used as flashing in exterior walls shall comply with AAMA 714. Theflashing shall extend to the surface of the exterior wall finish.Approved flashing's shall be installed at the following locations.·Exterior window/door openings.·Intersection of chimneys or other masonry construction with frame walls.·Under and at the ends of masonry, wood or metal copings and sills.·Continuously above all projecting wood trim.·Where exterior porches, decks or stairs attach to a wall or floor assembly ofwood-frame construction.·At wall and roof intersection.·At Built-in gutters.FLASHING1.The Builder and their subcontractor(s) are responsible for choosing the exact materialsand assemblies as depicted within FBC and as depicted further within that document'ssubcategory standards for appropriate assemblies in related application locations.2.Provide flashing, counter flashing, backer rods, top quality sealant, and/or waterproofing systems to ensure water proof connections at joints and intersections of allmaterials, similar or dissimilar as required.3.Coastal Flashing's: all flashing material for coastal locations (ex: within 3,000 feet of theocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall beselected for compatibility with adjacent wood preservatives per the manufacturer'srecommendations.WINDOW AND DOOR1.All door and window assemblies and installations shall meet or exceed therequirements of the 2020 FBC-R 7th Edition.2.Window and Door installation is the responsibility of the Builder and theirsubcontractor(s) as per their chosen window manufacturer's installation requirementsto meet design pressures and must have a tested, Florida Approval Number issued,signed and sealed by a licensed engineer from the State of Florida as hired by themanufacturer.3.The design pressure shown on the structural plan is to be used as a guideline forproper window and door design criteria.4.The Builder must provide engineered product literature and installation details from themanufacturer for all exterior doors (including overhead garage doors) and windows.This must be available on site in the permit box for the use of the building inspectionofficial.5.The Builder must provide a metal threshold at all exterior doors, Typ. U.N.O.6.Provide tempered glass and/or laminated safety glazing per FBC-R308.4.7.Openings between the Garage and Residence shall be equipped with solid wood doorsnot less than 1 38 inches in thickness, solid or honeycomb-core steel doors not lessthan 1 38 inches thick, or 20-minute fire-rated doors.ATTIC ACCESS1.Attic access hatch rough opening shall be a minimum of 22” x 30” and located in ahallway or other readily accessible location at attic areas that have a vertical height of30 inches or greater over an area of not less than 30 square feet.2.EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces such asattics and crawl spaces shall be weather-stripped and insulated to a level equivalent tothe insulation on the surrounding surfaces.3.Attic access: provide 20 min. fire rating at access panel.ROOF COVERINGS1.Roof coverings (underlayments, flashing, attachment, etc.) shall be installed inaccordance with FBC section R905 and subsections related to each type of roofcovering (example: Asphalt Shingle R905.2, Wind Resistant Roof Tile R905.3, Built-upRoof R905.9, Metal Roof Panels R905.10, etc.).2.All installation specifications shall be chosen and submitted by the Builder.3.All manufacturer specifications that may conflict with these construction documentrequirements must be brought to the attention of the Designer of Record (either theArchitect or Engineer of Record) prior to installation commencement of anymaterials.INSULATION1.Walls which separate conditioned living space from unconditioned space shall beinsulated.2.Ceilings which separate conditioned living space from unconditioned attic space shallbe insulated (ventilated attic system) or when insulating with spray foam system -insulation applied to underside of roof deck (unventilated attic system).3.Insulation R-values are per Climate Zone and FBC-EC [RE] Table R402.1.2 andenergy form submitted with permit application.GYPSUM1.If water-based ceiling texture material is used, provide ½” gypsum board for 16” o.c.framing or 5/8” gypsum board for 24” o.c. framing. Note: ½” sag-resistant gypsumboard may be used ILO 5/8” gypsum. Contractor to ensure the proper span rating forthe materials chosen.2.The garage shall be separated from the residence and it's attic by not less than ½-inch(12.7 mm) gypsum board applied to the garage side. Garage beneath rooms shall beseparated from all habitable rooms above by not less than 5/8-inch (15.9 mm) type Xgypsum board or equivalent. Where the separation is a floor-ceiling assembly, thestructure supporting the separation shall also be protected by not less than ½ inch(12.7 mm) gypsum board or equivalent. Tape and seal all joints to be gas and fumetight.3.All applications of gypsum shall comply with FBC R702.3 and all applicable subcategories.TUB & SHOWER AREA TILE1.Cement, fiber-cement, or glass mat gypsum board (no green board allowed) incompliance with ASTM C1288, C1325, or C1178 and installed in accordance withmanufacturer requirements shall be used as backers for wall tile in tub and showerareas, and wall panels in shower and wet areas.NOTICE TO BUILDER AND ALLSUBCONTRACTORSControl of Construction Site: The Designer/Architect and engineer of record (EOR)have no control over the construction site and shall not be responsible in any manner forcontrol of the construction site including, but not limited to, scheduling and sequencingof work, jobsite safety, and ventilation of the building and thereby shall not beresponsible for the indoor air quality, or the effects thereof, for any reason whatsoever.The Designer/Architect and EOR has no duty to protect, without limitation, theresidence, construction site, materials, or equipment, from moisture, mold, fungus, fire,theft, vandalism, trespass, or any other peril or condition, at any time, expresslyincluding, but not limited to, the period of time before construction, during theconstruction of the project, or after construction and the Designer/Architect and EORhas no duty to take any action or preventive measures to protect such property againstany such peril at any time for any reason.·FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL·FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020)·FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL·NFPA 70, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE·BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14)·SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16)·BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - ACI 530-13)·NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION·WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION·APA PLYWOOD DESIGN SPECIFICATION E30-16·AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16·ALUMINUM DESIGN MANUAL - AAF20Code references are summaries of code sections See FBCR (CurrentVersion) for complete information.CODE CRITERIAAB or A.B. Anchor BoltABV or Abv. AboveAC or A/C Air-ConditionerADJ or ADJ. AdjustableAFF or A.F.F. Above Finished FloorAHU or A.H.U. Air Handler UnitALT or ALT. AlternateBC Base CabinetBFBifold DoorBK SH or Bk ShBookShelfBLK or BLK. BlockBLW or BLW. BelowBM or Bm.BeamBOT or Bot. BottomBP or B.P. Bypass (door)BRG or BRG. BearingCCarpetCABCabinetCIR or Cir. CircleCJ or C/J Control JointCLG or Clg. CeilingCMUConcrete Masonry UnitCOFF or Coff. Coffered or Tray CeilingCOL or Col. ColumnCOMM or Comm.CommunityCOMP or Comp. CompressorCONN or CONN. ConnectionCONT or Cont.ContinuousCT or C.T. Ceramic TileD or D.DryerDBDoor BellDBL or DbI. DoubleDCFDecorative Cementitious FinishDEC or Dec. DecorativeDED or Ded. Dedicated (outlet)DIA or Dia. DiameterDISP or Disp.DisposalDIST or Dist. DistanceDMFDecorative Masonry FinishDS or D.S. Drawer StackDTL DetailDV or D.V. Dryer VentDVP or D.V.P. Diverter Valve (plumbing)DW or D.W. DishwasherEA or Ea. EachELEC or Elec. ElectricalELEV or Elev. ElevationEQ EqualEW or E.W. Each WayEXP or Exp. ExpansionEXT or Ext. ExteriorFBCFlorida Building CodeFDN or Fdn. FoundationFG Fiberglass (Shower Pan)FIN FinishedFIN FLR or FF or Fin. Flr. Finished FloorFIX or FXDFixedFLR or Flr. FloorFLR SYS or Flr Sys Floor SystemFOM or F.O.M. Face Of MasonryFP or F.P. FireplaceFR DRFrench DoorFRT FrontFT or Ft.Foot/ FeetFTG or Ftg. FootingFXD GLFixed GlassGALV or Galv. GalvanizedGC or G.C. General ContractorGFI or G.F.I.Ground Fault InterrupterGT or G.T. Girder TrussGYP BD or Gyp. Bd. Gypsum BoardHBHose BibbHDR or Hdr. HeaderHGT or Hgt. HeightHH or H.H. Hand Held (plumbing faucet)HORIZHorizontalHSHard Surface (flooring)ILOIn Lieu OfINSUL or Insul. InsulationINT or Int.InteriorK/WALL or K/WallKneewallKS or K.S. Knee SpaceLAUN or Laun. LaundryLAV or Lav. LavatoryLF or L.F. Linear Ft.LLLintel LengthLTLaundry TubMAS or Mas. MasonryMAX or Max MaximumMC Medicine CabinetMFR or Mfr. ManufacturerMGT Management (room)MIN or Min MinimumMIR or Mir. MirrorM.K.Messy KitchenML or M.L. MicrolamMONO or Mono MonolithicMW or MICRO or Micro.MicrowaveNTS or N.T.S. Not to ScaleOE or O.E. Owner's EntryOHGDOverhead Garage DoorOPNG or Opn'g.OpeningOPT or Opt. OptionalPC Pull ChainPED or Ped. PedestalPH PhonePKT or Pkt.Pocket (Door)PL or P.L. ParallamPLF Pounds per linear footPLNT SHLF or Plt. Sh. Plant ShelfPLT HT or Plt. Ht.Plate HeightPSF Pounds per square footPT or P.T.Pressure TreatedPW or P.W. Pre-wirePWDR or Pwd. Powder RoomRA or R/A or R.A. Return AirRAD or Rad. RadiusRAG or Rag.Return Air GrillREC or Rec. RecessedRECEPTReceptacleREF or Ref. RefrigeratorREINFReinforcingREQD or Req'd.RequiredRM or Rm. RoomRND or Rnd. RoundRO or R.O. Rough OpeningRS, R/S, R/SH or R&S Rod and ShelfSD or SD. Smoke DetectorSGDSliding Glass DoorSH or Sh. ShelvesSHT SheetSHWR or Shwr. ShowerSL or S.L. Side LightsSPECS or SPECS. SpecificationsSPF or S.P.F. Spruce Pine FirSQ FT or SF or S.F. Square Foot (feet)SQ or Sq. SquareSTO StorageSW or S.W.Shear WallSYP or S.Y.P. Southern Yellow PineTBTowel BarTEMP or Temp. TemperedTHIKN or Thik'n.ThickenTOB or T.O.B. Top of BlockTOM or T.O.M. Top of MasonryTOP or T.O.P. Top of PlateTPToilet Paper HolderTRTowel RingTRANS WDW or Trans.Transom WindowTYP or Typ. TypicalUC or u.c. Under CounterUCLUnder Cabinet LightingUNO or U.N.O. Unless Noted OtherwiseV or v. Valve (shower or tub/shower)VBVanity BaseVERT or Vert. VerticalVL or V.L. VersalamVTR / VTEVent through Roof / ExteriorW or w WasherW/ or w/ WithWA or W.A.Wedge AnchorWC or W/C or W.C. Water Closet (toilet)WD or Wd WoodWDW HDR or WDW. HDR.Window HeaderWH or W.H. Water HeaterWIC or W.I.C. Walk-in ClosetWM or W.M. Wall Mounted (plumbing fixture)WPWater Proof(ing)WSWater SoftenerWWFWelded Wire Fabric (Mesh)ABBREVIATIONSCARE AND MAINTENANCE Yearly maintenance and inspections by the builder/homeowner are necessaryfor the future of this home. Care must be taken to check windows and doors forcaulking, remove leaves and debris off roofs, make sure that water flow is awayfrom the house and have your home repainted every 3-5 years to protect thecoatings. The designer and engineer of record are not responsible for theupkeep of the home and will not be held liable for instances that may occurover the normal life of the home without proper maintenance.Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878641.1 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'
W.D.W.D.DWW.D.AHUW.D.UNIT 1658UNIT 1776UNIT 1509UNIT 1836150'-0"40'-0"35'-0"35'-0"40'-0"22'-8"17'-4"13'-4"10'-0"11'-8"13'-8"10'-0"11'-4"12'-0"28'-0"65'-0"57'-0"8'-0"COMP.COMP.COMP.COMP.65'-0"150'-0"40'-0"35'-0"35'-0"40'-0"20'-8"6'-8"12'-8"20'-0"4'-4"10'-8"15'-0"20'-0"11'-8"7'-0"21'-4"10'-0"
8'-0"
12'-6"11'-8"8"8"17'-9"
11'-5"6'-4"
6'-1"
4'-0"4'-8"
20'-4"14'-0"6'-4"8'-8"
11'-8"3'-8"10'-0"4'-1012"RANGE
REFWCLAVBUILDER TO PROVIDEAPPLIANCE PROTECTIONWHEN REQUIRED PER FBCAHUSHOWER/ TUBSHOWER/ TUBWC
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22'-4"6'-0"3'-1"2'-9"5'-41
4"4'-33
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10'-2"
19'-11"
19'-6"
20'-6"6'-51
2"16'-23
4"6'-51
4"
3'-5"
2'-4"17'-0"
7'-3"4'-0"3'-61
2"2'-6"18'-11
2"10'-11"
13'-0"5'-4"18'-1"BUILDER TO PROVIDEAPPLIANCEPROTECTION WHENREQUIRED PER FBCBUILDER TOPROVIDEAPPLIANCEPROTECTIONWHEN REQUIREDPER FBCBUILDER TO PROVIDEAPPLIANCEPROTECTION WHENREQUIRED PER FBC0'-0"RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.SLOPE
0'-0"RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.SLOPE
0'-0"RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.SLOPE -3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPERECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.CJCJCJCJCJCJCJ19'-10"0'-0"0'-0"0'-0"0'-0"2'-0"
2'-0"1'-0"1'-0"2'-0"11'-11"5'-5"18'-6"0'-0"0'-0"0'-0"2'-0"HB1'-0"12'-0"REFAHU2'-9"1'-8"412"5"8"2'-0"3'-0"1'-9"6'-111
2"5"14'-7"W.D.DWDW
1'-8"CJ2'-3"
4"3'-10"
5"
4"ELECT.METER-3-1/2"RECESSEDSHOWER2'-2"7"-3-1/2"RECESSEDSHOWER4'-10"2'-3"16'-3"-3-1/2"RECESSEDSHOWER4'-10"-3-1/2"RECESSED
SHOWER
2'-3"2'-2"2'-8"6'-5"22'-1"7'-4"8'-3"
2'-3"10'-10"5'-5"SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878642.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' SLAB AND PLUMBING PLANALTERNATIVE PROTECTION BARRIERPROTECTION BARRIERN.T.S.N.T.S.USE 2 RED HEADSTO ANCHOR WALL2x6 WALL(FLOOR TO CEILING)ASSUMEDEDGE OF WALLMIN.TOP OF SLAB1'-0"54"1'-0"
MIN.LOCATION OF BARRIER TO BE 1'-0" INFRONT OF MECH. OR APP. WHEN REQUIRED14" MIN. DIAMETERCONCRETEFOOTINGMIN. 4" DIA. SCH. 40 STEEL PIPEFILLED W/ CONCRETE FOR GASWATER HEATER PROTECTION(4) 1/2" x 4 1/4" WEDGEANCHOR BOLTS W/MIN.. MAX. 3" EMBEDMENT54"MIN. 2-1/2" DIA.SCH. 40 STEEL PIPEGALVANIZED. WATERHEATER PROTECTION5 x 5 x 3/8"STEEL BASEPLATEAASECTION A-AGASELECTRIC
W.D.4'-1"
W.D.DWW.D.3068 SC AHUW.D.UNIT 1658UNIT 1776UNIT 1509UNIT 1836150'-0"40'-0"35'-0"35'-0"40'-0"22'-8"17'-4"13'-4"10'-0"11'-8"13'-8"10'-0"11'-4"12'-0"28'-0"1'-4"9'-4"1'-4"9'-4"1'-4"11'-912"5'-612"9'-112"4'-212"8'-212"3'-512"8'-1112"4'-812"7'-412"3'-1112"1'-0"10'-4"2'-4"13'-4"5'-4"7'-8"65'-0"21'-11"20'-11"14'-2"6'-8"1'-4"57'-0"8'-0"COMP.COMP.COMP.COMP.65'-0"
21'-4"23'-10"6'-8"13'-2"150'-0"40'-0"35'-0"35'-0"40'-0"20'-8"6'-8"12'-8"20'-0"4'-4"10'-8"15'-0"20'-0"11'-8"7'-0"21'-4"2'-4"16'-0"2'-4"4'-4"8'-4"2'-0"16'-0"2'-0"3'-1"7'-7"2'-0"16'-0"2'-0"3'-512"8'-212"2'-8"16'-0"2'-8"14'-5"6'-5"1'-10"1'-0"8'-0"1'-0"1'-0"7'-8"1'-4"10"9'-7"1'-3"10'-0"
8'-0"
12'-6"11'-8"8"8"17'-9"
11'-5"6'-4"
6'-1"1'-4"5'-8"4'-0"3'-10"6"4'-8"
20'-4"14'-0"6'-4"8'-8"5'-7"1'-1"1'-4"13'-0"8"11'-8"3'-8"10'-0"4'-0"1012"3'-4"8'-0"4'-1012"8"5'-8"8"8'-0"CEILING A.F.F.ENTRY8'-0" CEILING BEDROOM 28'-0" CEILING A.F.F.GARAGE8'-0" CEILING A.F.F.LANAI8'-0" CLG. (OPTIONAL TRAY CLG.)MASTER BEDROOM8'-0" CEILING BEDROOM 38'-0" CEILINGMASTER BATH10'-0" CLG.GREAT ROOM10'-0" CLG.KITCHEN9'-0" CLG.FOYER8'-0" CEILING BA 28'-0" CEILING
LAUNDRY8'-0" CEILING BEDROOM 48'-0" CEILING BA 325-SH 25-SH16070 OVERHEAD GARAGE DOOR25-SH
21068
R/S25-SH35-SH TEMPPANTRYSHELVES2106821068
21068
3068
3068
21068306821068
(2) 2668
ONE SHELF
AT +36"2106821068
2106824-SHTEMP21068
22x54 ATTICACCESS35-SHRANGE
REF
21068 (2) 2668R/SR/SR/SWCLAVBUILDER TOPROVIDEAPPLIANCEPROTECTIONWHEN REQUIREDPER FBCAHUSHOWER/ TUBSHOWER/ TUBWC
LAV
3068 SC SINKWC
LAV8"5'-4"8"3'-8"7'-0"15'-0"R/SR/SPANTRY
2106821068
2106835-SH25-SH3068 FR
3068
3068 30683068
21068
R/S(2)266821068(2)246821068
D
R
YW
A
L
LNIC
H
E R/S8'-0" CLG. (OPT. TRAY CEILING)MASTER SUITE8'-0" CEILINGBEDROOM 310'-0" CELINGGREAT ROOM8'-0" SLOPE TO 10'KITCHENRANGE
REF8'-0" CEILINGBATH8'-0" CEILINGBEDROOM 28'-0" CEILINGLAUNDRY10'-0" CEILINGFOYERLAVWCDWSINKSHOWER/TUB16070 OVERHEAD GARAGE DOOR25-SH
22x54 ATTIC
ACCESS 25-SHTEMP9'-2"3'-10"16070 OVERHEAD GARAGE DOOR35-SH35-SHR/SPANTRY3068
306821068
21068
21068
21068(2)2668R/S210682106825-SHTEMP210688'-0" CEILING A.F.F.GARAGE10'-0" CEILINGFLEX/OFFICE9'-0" CEILINGFOYER8'-0" CLG / OPT. TRAY CEILING MASTER BEDROOM8'-0" CLG.BEDROOM 310'-0" CEILNGFAMILY ROOM8'-0" CEILINGBEDROOM 2WCSHOWER
/TUB8'-0" CEILINGMASTER BATHRANGE
SINK
10'-0" CLG.KITCHEN8'-0" CEILINGBA 210'-0" CLG.DINING35-SH3068 3068 SC306822x54 ATTICACCESS
REF
25-SH3068 w/(1) 12" SL3068 SC 3068 R/S25-SH 8'-0" CLG9'-0" CLG OPTPANTRYSTOR.SHELVES R/S(3)25-SH21068 21068 21068 30682106821068(2)2668R/S21068 3068 FR2106821068(2)266830688'-0" CEILING LAUNDRY8'-0" CEILING A.F.F.ENTRY8'-0" SLOPES UP TO 10'-0" CLG.GREAT ROOM8'-0" CEILING A.F.F.LANAI8'-0" CLG. (OPTIONAL TRAY CLG.)MASTER BEDROOM8'-0" CEILING BEDROOM 28'-0" CEILINGMASTER BATH9'-0" CEILING FOYER8'-0" CEILING BA 28'-0" SLOPES UP TO 10'-0" CLG.KITCHEN9'-0" CEILING FLEX/OFFICE8'-0" CEILING BEDROOM 38'-0" CEILING A.F.F.GARAGE22x54 ATTICACCESS35-SH16070 OVERHEAD GARAGE DOORLINEN(2)2668LAVLAV
LAVLAV
WC(2) 2668LAVWCAHU3068 w/
TEMP
(1) 12" SL
LAVLAVLAVLAVWCWCSHOWER/TUB20'-8"11'-8"2'-8"5'-6"16'-6"
23-SH 35-SH35-SH8'-6"3'-6"2'-8"2'-10"3'-9"6'-8"3'-8"5'-1"10'-11"9'-8"2'-0"5'-4"9"3'-4"3'-6"7'-3"13'-1"1'-4"1'-6"19'-8"9'-8"16'-0"3'-10"6'-0"5'-0"4'-10"
9'-3"6"3'-6"8'-1"13'-11"6'-6"2'-10"1'-9"SINK6"3'-4"2'-2"5'-0"2'-6"3'-4"6'-8"5'-10"3'-8"2'-4"
11'-1"2'-8"25'-6"6'-2"2'-4"11'-1"
15'-0"3'-4"5'-9"5'-7"1'-6"2'-4"12'-10"
2'-10"3'-4"3'-11
2"
2'-91
2"8"3'-4"8"12'-7"
2'-4"
6'-8"3'-2"
11'-10"2'-8"
1'-91
2"
20'-8"10'-4"4'-2"15'-63
4"14'-31
4"
5'-1"
12'-1"3'-10"5'-10"24'-5"
2'-8"5'-4"1'-8"
1'-4"2'-10"6'-2"
8'-1"9'-3"3'-6"9'-8"3'-6"1'-0"12'-3"
20'-1"11'-0"4'-0"11'-4"4'-9"3'-8"
4'-4"4'-0"3'-3"2'-10"7"12'-10"3'-10"13'-3"24'-5"8"2'-5"3'-6"4"8'-2"6"6'-9"9'-8"8'-0"2'-5"4'-4"5'-0"3'-4"6"6'-7"9'-8"4'-2"4'-0"3'-9"8'-8"2'-8"6"3'-7"5'-0"3'-5"11'-9"8'-2"6"7'-2"6"3'-7"7'-10"6"4'-3"1'-4"6'-7"6"6"12'-1"7'-1"6"3'-11"8"3'-8"6'-7"5'-1"6"11'-11"6"13'-7"8'-0"6"3'-4"5'-5"3'-8"10'-10"10'-9"6"6"6'-4"6'-5"11'-514"9'-934"6"6"19'-5"8'-0"12'-1"6"11'-9"8"10'-10"3'-10"6'-11"6"6"12'-9"4"2'-11"6"6"2'-4"4'-3"3'-10"5'-812"5'-038"5'-758"6"3'-0"3'-812"6"6"11'-3"4'-10"2'-4"5'-0"3'-5"3'-412"3'-2"6'-11"3'-10"6"6'-10"6"3'-0"2'-8"11'-9"5'-10"3'-6"2'-8"3'-6"3'-4"4'-11"4'-5"9'-0"2'-6"5'-2"6'-11"5'-4"4'-4"2'-5"10'-3"ELECT.METERHBHBHBHBA5.0B5.0D5.0C5.08'-0" CEILINGW.I.C.8'-0" CEILINGW.I.C.8'-0" CEILINGW.I.C.8'-0" CEILINGW.I.C.8'-0" CLG
9'-0" CLG OPT.
8'-0" CLG
9'-0" CLG OPT
8'-0" CLG
9'-0" CLG OPT HBHBHBRANGE11'-2"19'-6"6"6"HBREFAHU
W.D.DWDW
VTEVTEVTEVTE8'-0" CEILING A.F.F.LANAI8'-0" CEILING A.F.F.LANAI8'-0" CEILING A.F.F.GARAGE4"3'-8"4"8'-0"CEILING A.F.F.ENTRY3'-4"
8'-0" CEILING
MASTER BATH8'-0"CEILING A.F.F.ENTRY1'-6"3'-6"6'-1"4'-4"BUILDER TOPROVIDEAPPLIANCEPROTECTIONWHEN REQUIREDPER FBCBUILDER TOPROVIDEAPPLIANCEPROTECTIONWHEN REQUIREDPER FBCBUILDER TO PROVIDEAPPLIANCEPROTECTION WHENREQUIRED PER FBCELECT.METER36"x48"SHWR42" HIGHWALL w/TEMPGLASS ABOVEV.36"x48"SHWR42" HIGHWALL w/TEMPGLASS ABOVEV.36"x48"SHWR42" HIGHWALL w/TEMPGLASS ABOVEV.36"x48"SHWR42" HIGHWALL w/TEMPGLASS ABOVEV.FIRST FLOOR LIVING1776SQ.FT.TOTAL LIVING AREA1776SQ.FT.GARAGE427SQ.FT.ENTRY58SQ.FT.LANAI181SQ.FT.TOTAL AREA UNDER ROOF2442SQ.FT.AREA TABULATION - UNIT 1776FIRST FLOOR LIVING1658SQ.FT.TOTAL LIVING AREA1658SQ.FT.GARAGE430SQ.FT.ENTRY17SQ.FT.LANAI100SQ.FT.TOTAL AREA UNDER ROOF2205SQ.FT.AREA TABULATION - UNIT 1658FIRST FLOOR LIVING1509SQ.FT.TOTAL LIVING AREA1509SQ.FT.GARAGE404SQ.FT.ENTRY107SQ.FT.LANAI80SQ.FT.TOTAL AREA UNDER ROOF2100SQ.FT.AREA TABULATION - UNIT 1509FIRST FLOOR LIVING1824SQ.FT.TOTAL LIVING AREA1824SQ.FT.GARAGE428SQ.FT.ENTRY43SQ.FT.LANAI150SQ.FT.TOTAL AREA UNDER ROOF2445SQ.FT.AREA TABULATION - UNIT 1836K-3324KATHRYNTOILETVITREOUS CHINA 1'-0"2'-0"3'-2"2'-8"2x6 BLOCKINGFUTURE GRAB BARS AT WC AREASWC SIDE VIEWWC FRONT VIEW2'-0"TUB SIDE VIEWTUB FRONT VIEW3'-2"2'-8"2x6 BLOCKINGFUTURE GRAB BARS AT SHOWER AREAS3'-2"2'-8"TUB SIDE VIEWTUB FRONT VIEW6"4'-0"6"3'-2"6"2x BLOCKING6"2'-0"2x6 BLOCKINGFUTURE GRAB BARS AT TUB AREAS6"Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878642.1 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'SCALE:3/16" = 1' FLOOR PLAN
VILLAS - ELEVATION A8x8 DECORATIVE COLUMNS,6" TRIM AT TOP AND BOTTOM,STUCCO FINISH1st FIN FLR.6'-8"
8'-0"
+/- 21'-83
4"
6'-8"8'-0"1261261261261'-3"1B1A2A1C1F2E2E6"2E6"2E83333CJ/WEEPCJ/WEEPCJ/WEEPCJ/WEEP2E88x8 DECORATIVE COLUMNS,6" TRIM AT TOP AND BOTTOM,STUCCO FINISH4x8 DECORATIVE COLUMNS,6" TRIM AT TOP AND BOTTOM,STUCCO FINISH8x8 DECORATIVE COLUMNS,6" TRIM AT TOP AND BOTTOM,STUCCO FINISH2E2E77771A2A1C1F2E2E1BUNIT 1658UNIT 1776UNIT 1509UNIT 1836BBBB2EATYP.2B2B1E2B2B1E24"x60"24"x60"18"x30" DECORATIVE LOUVER2'-6"1'-6"18"x30" DECORATIVE LOUVER2'-6"1'-6"2B+1"+1"+1"+1"2E+1"2E+1"2E+1"2B+1"5TYP.5TYP.2E2E2E2EELEVATION KEY NOTES1.RoofingA.All exterior roof overhangs are 12" (inches) U.N.O.B.Shingle, Tile, or Metal Roofing or TPO. installed overapproved underlayment OR Single/Multi-ply roofingover approved substrate.C.Indicates Aluminum, Vinyl, Hardi Soffit (Vented perattic venting calculations).D.Indicates off-ridge roof vent. Refer to Roof Plan forcalculation.E.Indicates Flashing where roof planes intersect with wallplanes.F.Indicates the location of Aluminum, Vinyl, Hardi Fasciaboard.G.Pre-fabricated aluminum awning/canopyH.Single-Ply TPO.2.WallsA.Indicates decorative cementitious finish as per ASTMC-926. All textures are determined by the builderspecifications.B.Indicates Exterior Plaster finish on wire lath, over waterresistive barriers, over wood sheathing on framedexterior wall.C.Indicates fiber cement board or similar siding. (size pernote)D.Indicates Decorative Stucco Finish over rigid foamcore.E.Indicates Decorative Stucco banding/coating with asmooth finish.F.Indicates simulated stone header (will need to show asstaggered).G.Indicates simulated stone veneer.H.Indicates simulated brick veneer header.I.Indicates simulated brick veneer.J.Indicates deco foam with simulated wood finish appliedto stucco.K.Hardie Board and Batten.L.Hardie Board Corner/Head/Sill Trim.M.Exposed painted truss tails.N.Applied Wall Tile.O.Hardie Board Shake3.Indicates approved Overhead Garage Door.4.Indicates P.T. wood post with approved wrap (PVC,Hardiboard, etc). Refer to structural plans for connectionsand post size.5.Indicates Optional Exterior Wall Mounted Light Fixture. Allfixtures are to be verified with elevation style. Center Lineof light to be 6'-0" A.F.F. U.N.O.6.RailingA.Indicates Railing at 36" high. Railing is powder coatedaluminum. (GC to coordinate color)B.Indicates Railing at 36" high. Railing is stainless steelcable with powder coated aluminum post. Cable postare to be 2" away from adjacent wall or structure.7.Indicates decorative non-structural band / bracket(reference Foam Detail sheets)8.Indicates decorative shutters by others.Note: This is a Master List of the materials used on theexterior elevations. Only the numbers shown on the exteriorelevations apply to this structure.#1st FIN FLR.6'-8"
8'-0"1261'-3"1'-0"1B2A1C1F2EUNIT 17761D1D+1"4"8"2"6"4"
1'-0" BRACKET DETAILBSCALE: 3/4" = 1'-0"2"112"STUCCO BAND1"6" TRIM DETAILASCALE: 3/4" = 1'-0"LEFT ELEVATIONSCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878643.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'FRONT ELEVATIONSCALE:3/16" = 1'ELEVATION 'A'
1st FIN FLR.6'-8"
8'-0"
+/- 21'-83
4"1261261D1D1D1D1B1A1B2A1C1F1A2A1C1FUNIT 1658UNIT 1776UNIT 1509UNIT 18361st FIN FLR.6'-8"8'-0"1261'-0"1'-3"1B1A2A1C1F2A1C1F2EUNIT 18361D1D+1"ELEVATION KEY NOTES1.RoofingA.All exterior roof overhangs are 12" (inches) U.N.O.B.Shingle, Tile, or Metal Roofing or TPO. installed overapproved underlayment OR Single/Multi-ply roofingover approved substrate.C.Indicates Aluminum, Vinyl, Hardi Soffit (Vented perattic venting calculations).D.Indicates off-ridge roof vent. Refer to Roof Plan forcalculation.E.Indicates Flashing where roof planes intersect with wallplanes.F.Indicates the location of Aluminum, Vinyl, Hardi Fasciaboard.G.Pre-fabricated aluminum awning/canopyH.Single-Ply TPO.2.WallsA.Indicates decorative cementitious finish as per ASTMC-926. All textures are determined by the builderspecifications.B.Indicates Exterior Plaster finish on wire lath, over waterresistive barriers, over wood sheathing on framedexterior wall.C.Indicates fiber cement board or similar siding. (size pernote)D.Indicates Decorative Stucco Finish over rigid foamcore.E.Indicates Decorative Stucco banding/coating with asmooth finish.F.Indicates simulated stone header (will need to show asstaggered).G.Indicates simulated stone veneer.H.Indicates simulated brick veneer header.I.Indicates simulated brick veneer.J.Indicates deco foam with simulated wood finish appliedto stucco.K.Hardie Board and Batten.L.Hardie Board Corner/Head/Sill Trim.M.Exposed painted truss tails.N.Applied Wall Tile.O.Hardie Board Shake3.Indicates approved Overhead Garage Door.4.Indicates P.T. wood post with approved wrap (PVC,Hardiboard, etc). Refer to structural plans for connectionsand post size.5.Indicates Optional Exterior Wall Mounted Light Fixture. Allfixtures are to be verified with elevation style. Center Lineof light to be 6'-0" A.F.F. U.N.O.6.RailingA.Indicates Railing at 36" high. Railing is powder coatedaluminum. (GC to coordinate color)B.Indicates Railing at 36" high. Railing is stainless steelcable with powder coated aluminum post. Cable postare to be 2" away from adjacent wall or structure.7.Indicates decorative non-structural band / bracket(reference Foam Detail sheets)8.Indicates decorative shutters by others.Note: This is a Master List of the materials used on theexterior elevations. Only the numbers shown on the exteriorelevations apply to this structure.#RIGHT ELEVATIONSCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878643.1 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'REAR ELEVATIONSCALE:3/16" = 1'ELEVATION 'A'
UNIT 1658UNIT 1776UNIT 1509UNIT 183622x54 ATTICACCESS4'-0" ROOF VENT4'-0" ROOF VENT 6:12SLOPERIDGERIDGE HIP4'-0" ROOF VENT6:12
SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE
6:12SLOPE6:12
SLOPE
6:12SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
SLOPE 6:12SLOPE6:12SLOPE6:12
SLOPE
6:12SLOPEVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYRIDGE
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
HIPHIPHIPVALLEY
HIPHIPHIPHIPHIPHIPHIPHIP4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENTRIDGE4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT4'-0" ROOF VENT
4'-0" ROOF VENT
4'-0" ROOF VENT4'-0" ROOF VENT
4'-0" ROOF VENT 1'-0"1'-0"FW19FP-1FIRE RETARDANTPLYWOODLOCATION.DO NOT BREACH4'-0"4'-0"4'-0"4'-0"FIRE RETARDANTPLYWOODLOCATION.DO NOT BREACH4'-0"4'-0"FIRE RETARDANTPLYWOODLOCATION.DO NOT BREACH22x54 ATTIC
ACCESS
22x54 ATTICACCESS22x54 ATTICACCESSFW19FP-1FW11FP-1FW19FP-1FW12FP-1FW12FP-1FW12FP-1ATTIC VENTILATION REQUIREDATTICSPACE1/150 Rule1/300 RuleSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationto beprovidedby upperventilatorsVENTSNEEDEDMAINFLOOR(Zone 1)244223442131172535864.2**CALCULATIONS BASED ON THE FOLLOWING VALUES**·RIDGE VENTS-15 SQ. IN. OF NET FREE AREA / LINEAR FT.·OFF-RIDGE VENTS-138 SQ. IN. OF NET FREE AREA / UNIT·SOFFIT VENTS-11 SQ. IN. OF NET FREE AREA / SQ. FT.(Values to be verified with Manufacturer Specifications)**CALCULATIONS BASED ON THE FOLLOWING VALUES**·RIDGE VENTS-15 SQ. IN. OF NET FREE AREA / LINEAR FT.·OFF-RIDGE VENTS-138 SQ. IN. OF NET FREE AREA / UNIT·SOFFIT VENTS-11 SQ. IN. OF NET FREE AREA / SQ. FT.(Values to be verified with Manufacturer Specifications)ATTIC VENTILATION REQUIREDATTICSPACE1/150 Rule1/300 RuleSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationto beprovidedby upperventilatorsVENTSNEEDEDMAINFLOOR(Zone 1)220521171921058485293.8**CALCULATIONS BASED ON THE FOLLOWING VALUES**·RIDGE VENTS-15 SQ. IN. OF NET FREE AREA / LINEAR FT.·OFF-RIDGE VENTS-138 SQ. IN. OF NET FREE AREA / UNIT·SOFFIT VENTS-11 SQ. IN. OF NET FREE AREA / SQ. FT.(Values to be verified with Manufacturer Specifications)ATTIC VENTILATION REQUIREDATTICSPACE1/150 Rule1/300 RuleSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationto beprovidedby upperventilatorsVENTSNEEDEDMAINFLOOR(Zone 1)210020161831008465043.7**CALCULATIONS BASED ON THE FOLLOWING VALUES**·RIDGE VENTS-15 SQ. IN. OF NET FREE AREA / LINEAR FT.·OFF-RIDGE VENTS-138 SQ. IN. OF NET FREE AREA / UNIT·SOFFIT VENTS-11 SQ. IN. OF NET FREE AREA / SQ. FT.(Values to be verified with Manufacturer Specifications)ATTIC VENTILATION REQUIREDATTICSPACE1/150 Rule1/300 RuleSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationrequiredSQ. FT. ofventedsoffitneededSQ. IN. ofventilationto beprovidedby upperventilatorsVENTSNEEDEDMAINFLOOR(Zone 1)244423462131173535874.3SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878644.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' ROOF PLANELEVATION 'A'
1st FIN FLR.6'-8"126CONC FOOTINGSEE STRUCTURALDRAWINGS FORSIZE AND REINF.COMPACTED CLEAN FILLw/ VAPOR BARRIERLANAISLOPELAUNDRYGREAT ROOMKITCHENROOFING MATERIAL PERELEVATION INSTALLED PERSPEC OVER APPROVEDUNDERLAYMENT OVERROOF SHEATHINGCONC FOOTINGSEE STRUCTURALDRAWINGS FORSIZE AND REINF.8'-0"LINTEL PERPLAN5/8" GYPSUM BOARD OR1/2" HIGH STRENGTHCEILING BOARDGARAGE7'-0"
9'-0" CEILING AT FOYER BEYONDUNIT 177612610'-0" CEILING5/8" PLYWOODW/ VINYL1/2" GYPSUM WALLBOARD OVER 3/4"PT. FURRING STRIPSPRE-ENGINEERED ROOFTRUSS @ 24" O.C. MAXDECORATIVECEMENTITIOUS FINISH(PER ASTM C926)INSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH APPLICATIONINSULATION PER FBC ANDDECORATIVECEMENTITIOUSFINISH OVER CMU(PER ASTM C-926) 1/2" CEILING BOARDWINDOW PERMANUFACTURER'SSPECIFICATIONS.GARAGE DOORPER PLANSLOPE1st FIN FLR.6'-8"126LANAISLOPEDINING8'-0"SLOPEFAMILY ROOMKITCHEN9'-0" CEILING AT FOYERFOYER
ENTRYUNIT 1658126CONC FOOTINGSEE STRUCTURALDRAWINGS FORSIZE AND REINF.COMPACTED CLEAN FILLw/ VAPOR BARRIERROOFING MATERIAL PERELEVATION INSTALLED PERSPEC OVER APPROVEDUNDERLAYMENT OVERROOF SHEATHING1/2" GYPSUM WALLBOARD OVER 3/4"PT. FURRING STRIPSPRE-ENGINEERED ROOFTRUSS @ 24" O.C. MAXDECORATIVECEMENTITIOUS FINISH(PER ASTM C926)INSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH APPLICATIONWINDOW PERMANUFACTURER'SSPECIFICATIONS. 1/2" CEILING BOARDCONC FOOTINGSEE STRUCTURALDRAWINGS FORSIZE AND REINF.10'-0" CEILING5/8" PLYWOODW/ VINYL1st FIN FLR.6'-8"126CONC FOOTING SEESTRUCTURAL DRAWINGS FORSIZE AND REINF.COMPACTED CLEAN FILL w/VAPOR BARRIERLANAISLOPEPRE-ENGINEEREDTRUSS SYSTEM BYOTHERSCONC FOOTING SEESTRUCTURAL DRAWINGS FORSIZE AND REINF.8'-0"SLOPE58" OR 12" HIGH STRENGTHCEILING BOARDINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONGREAT ROOMFOYERENTRYKITCHENCEMENTITIOUS FINISH OVERCMU AS PER ASTM C-926UNIT 150912610'-0" CEILING1/2" GYPSUM WALLBOARD OVER 3/4"PT. FURRING STRIPSDOOR PERMANUFACTURER'SSPECIFICATIONS.ROOFING MATERIAL PERELEVATION INSTALLED PERSPEC OVER APPROVEDUNDERLAYMENT OVERROOF SHEATHING5/8" PLYWOODW/ VINYL1st FIN FLR.6'-8"126CONC FOOTING SEESTRUCTURAL DRAWINGS FORSIZE AND REINF.COMPACTED CLEAN FILL w/VAPOR BARRIERMASTER BEDROOMKITCHENPRE-ENGINEEREDTRUSS SYSTEM BYOTHERS58" OR 12" HIGH STRENGTHCEILING BOARDINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONCEMENTITIOUS FINISH OVERCMU AS PER ASTM C-9268'-0"
9'-0" CEILING AT FOYER
CONC FOOTING SEESTRUCTURAL DRAWINGS FORSIZE AND REINF.FOYERENTRYUNIT 183612610'-0" CEILING
SLOPEROOFING MATERIAL PERELEVATION INSTALLED PERSPEC OVER APPROVEDUNDERLAYMENT OVERROOF SHEATHINGSCALE:Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878645.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'BUILDING SECTION - BSCALE:3/16" = 1'BUILDING SECTION - DBUILDING SECTION - ASCALE:3/16" = 1'SCALE:BUILDING SECTION - C3/16" = 1'3/16" = 1'
SELF-ADHERED FLASHINGINSIDE CORNERSELF-ADHERED FLASHINGHALF ROUND WINDOWSELF-ADHERED FLASHINGOUTSIDE CORNERSHEATHINGSELF-ADHERED FLASHING233" MIN1SELF-ADHERED FLASHINGSELF-ADHERED FLASHINGPATCH12DO NOT FLASH OVERBOTTOM NAILINGFLANGESELF-ADHERED FLASHING23EXTERIOR SHEATHINGREFER TO TECHNICALLETTER ON CHEMICALCOMPATIBILITYWEATHERRESISITIVEBARRIERTAPE322(ASSEMBLED WINDOW )WEATHERRESISITIVEBARRIERFOLD UP WEATHERRESISTIVE BARRIER &TEMPORARILY SECURE1EXTERIORSHEATHINGSELF-ADHERED FLASHINGSELF-ADHERED FLASHINGFLANGED WINDOWFLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERScale: NTSRUBBERIZED ASPHALTADHESIVE(BEFORE FOLDING, SCORERELEASE PAPER TO EXPOSEADHESIVE AS SHOWN)SCOREDRELEASE PAPERSELF-ADHERED FLASHINGSELF-ADHERED FLASHINGEXTERIOR DOOR WITH DECK - SECTION AWEATHER RESISTIVEBARRIERDOOR ROUGH OPENINGSELF-ADHERED FLASHINGSUBFLOORRIM JOISTWOOD FRAME CONSTR.SELF-ADHERED FLASHINGBY LAPPING DOWNOVER RIM JOIST AND UPWALL BY 6 IN.12SEAL TOPS OF JOISTSUNDER DECKING(SEE DETAIL WP07)3EXTERIOR SHEATHINGSECTION-A (SEE DETAIL WP02)SEAL TOPS OF JOISTSUNDER DECKING(SEE DETAIL WP07)SELF-ADHERED FLASHINGINSTALL SELF-ADHEREDFLASHING JAMB & HEADFLASHING, SEEFLANGED WINDOW(SEE DETAIL WP01)SELF-ADHERED FLASHING,EXTEND A MINIMUM 6"VERTICALLY FROMBOTTOM OFTHRESHOLD121SELF-ADHERED FLASHINGEXTERIOR DOOR WITH DECKNAILING FLANGE1CementPlaster over block 1st floor Cement Plaster in accordance with ASTMC926over wood 2nd floorWEEP SCREED DETAILSCALE: NOT TO SCALEFLASHING REQUIREMENTS3/4"-1" BEAD OF CONSTR.ADHESIVE TO BE APPLIED UNDERTHRESHOLD OF DOOR AND RETURNUP JAMB 6". USE LIQUID NAIL BRANDOR EQUAL WEATHER PROOF CAULKING3/4"-1" BEAD OF CONSTR.ADHESIVE TO BE APPLIED UNDERTHRESHOLD OF DOOR AND RETURNUP JAMB 6". USE LIQUID NAIL BRANDOR EQUAL WEATHER PROOF CAULKINGMaintain Bottom ofWeep Screed 1 1/2" to 2" Above Roof Sheathing Metal Flashing7/16" O.S.B. sheathingBuilding PaperFelt backed metal lathe in accordance with ASTMC1063 7/8" Cement Plaster in accordance with ASTMC9267/16" O.S.B. sheathingBuilding PaperFelt backed metal lathe in accordance with ASTMC1063 7/8" Cement Plaster in accordance with ASTMC9261/2" CementitiousDecorative FinishStampede or similarcaulk bottomjoint onlyNote:The building paper and metal lath must beinstalled over the top of the weep screed.WP01WP02WP03WP04WP05WP06SELF-ADHERED FLASHINGHEAD FLASHING TIE-IN INSTRUXTIONS:1.Cut, fold up & temporarily secure weatherresistive barrier above header to allow forflashing installation2.Self-adhered flashing plus head flashing underweather resistive barrier3.Fold weather resistive barrier back over headflashing and seal with tape121212812124525467All inside andoutside corner willneed to be mitercut and caulked allbutt joints need tobecaulked usingStampede or sim.caulk for allRUBBERIZEDASPHALT ADHESIVEMECHANICALLY FASTEN IFNEEDED IN CORNERSTHROUGH SELF-ADHEREDFLASHINGWeep ScreedInstalled As PerManufact. Specs.Weep ScreedInstalled As PerManufact. Specs.AAPPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFOREINSTALLATION OF THE BUCK/RECEPTOR.BAPPLY A LIQUID APPLIED FLASHING OR SEALANT TO ALL BUCK SURFACESTHAT WILL BE IN DIRECT CONTACT WITH THE MASONRY ROUGH OPENING.CAPPLY A FILLET BEAD OF SEALANT INTO THE PERIMETER JOINT AND INTOJOINERY BETWEEN THE END OF THE BUCK AND THE MASONRY/SILL(TOOL SEALANT).DAPPLY A LIQUID FLASHING OR A SELF-ADHERING FLASHING MEMBRANEPER AAMA 711 TO THE EXPOSED EXTERIOR FACE OF THE BUCK AND THERETURN SURFACE OF THE HEAD AND JAMB (INTERIOR SURFACE OF THEBUCK IS LEFT UNSEALED).THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERALFLASHING AND WATERPROOFING METHODS TO BE USED.SELF-ADHERED FLASHINGPRODUCTS DETAILSDetail InstructionsRefer to the number marked as # in each detail that corresponds to the numbered items in the list of instructions below:1.Install self-adhered flashing in order as shown by numbers2.Install flashing and weather resistive barrier to form water shedding laps3.Self-adhered flashing can be substituted for building paper4.Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease ofinstallation and to minimize scoring cuts5.Remove all release paper per standard installation instructions and adhere to substrate using a square piece offlashing material (6" x 6" Minimum)6.Fold as shown by arrows7.Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner8.Mechanically fasten as necessaryWATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBCR (CURRENT EDITION)PLASTER STOPCONTINUOUS BACKERROD & SEALANTDRIP SCREED PLASTICACCESSORYTHIS GAP IS A RESULT OFNATURAL SHRINKAGE.DO NOT SEAL.WRAP DP WRB ONTOTHE VERTICALSURFACE TO TOP OFFLANGE AS AN AIRBARRIER3-1/2" INCH FLANGELEGENDSELF ADHERED FLASHING (SAF)DRAINAGE PLANE (DP) WEATHER RESISTANTBARRIER (WRB)BOND BREAK WEATHER RESISTANT BARRIERSELF FURRING (SF) LATHPLASTER ACCESSORYSHEATHING, 'OSB', PLYWOOD, DENSGLASS14"14"WP07SOFFIT/CANTILEVERSTRUCTURAL SHEATHINGDRAINAGE PLANE WRBBOND BREAK WRBSF LATHASTRUCTURAL FRAMINGSTRIP OF SAFPLASTER STOPCONTINUOUS BACKER ROD& SEALANTCEMENTITIOUS FINISHADRAINAGE PLANE WRBBOND BREAK WRBSF LATHSTRIP OF SAFR703.1 General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall include flashing asdescribed in Section R703.4.R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within thewall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exteriorwater that penetrates the exterior cladding.R703.2 Water-resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approvedwater-resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layerlapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall beinstalled in accordance with the water-resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water-resistivebarrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of theexterior wall envelope as described in Section R703.1.R703.7.3 Water-resistive barriers Water-resistive barriers shall be installed as required in Section R703.2 and, where applied over wood-based sheathing,shall include a water-resistive vapor-permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall beinstalled independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intendedto drain to the water-resistive barrier is directed between the layers.Exception: Where the water-resistive barrier that is applied over wood-based sheathing has a water resistance equal to or greater than that of60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space.R703.4 Flashing. Approved metal flashing, vinyl flashing, self-adhered membranes and mechanically attached flexible flashing shall be appliedshingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-applied membranes used as flashingshall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavityor penetration of water to the building structural framing components.Self-adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA812, or other approved standard as appropriate for the type of sealant. Fluid-applied membranes used as flashing in exterior walls shall comply with AAMA714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations:1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to thewater-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712.Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall beinstalled at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface ofthe exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection atthe head and sides.1.2. In accordance with the flashing design or method of a registered design professional.1.3. In accordance with other approved methods. 1.4. In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.3. Under and at the ends of masonry, wood or metal copings and sills.4. Continuously above all projecting wood trim.5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction.6. At wall and roof intersections.7. At built-in gutters.SCALE:NTSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878646.0 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' WATERPROOFING DETAILS
1INSIDE CORNERSCALE: 3"=1'-0"EXTERIOR SHEATHINGWATER RESISTIVE BARRIERLAP SIDINGWOOD FRAMINGTrim BoardsLEAVE APPROPRIATEGAP AND CAULK2OUTSIDE CORNERSCALE: 3"=1'-0"EXTERIOR SHEATHINGWATER RESISTIVE BARRIERWOOD FRAMINGINTERIOR SHEATHINGLAP SIDINGTRIM BOARDSLAP SIDINGLEAVE APPROPRIATEGAP AND CAULKLEAVE APPROPRIATEGAP AND CAULKINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATION3WINDOW/DOOR HEADSCALE: 3"=1'-0"EXTERIOR SHEATHINGWATER RESISTIVE BARRIERWINDOW FRAMEZ-FLASHINGWOOD FRAMINGWINDOW HEADERLap SidingTRIM BOARDSFLASH WINDOW PER MANUFACTURERRECOMMENDATION1/4" GAP, DO NOT CAULKSTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHING6WINDOW SILLSCALE: 3"=1'-0"WINDOW FRAME IF TRIM IS PROTRUDINGBEYOND WINDOW SILL ITMUST BE FLASHEDWATER RESISTIVE BARRIEREXTERIOR SHEATHINGLAP SIDINGTRIM BOARDSWOOD FRAMINGLEAVE APPROPRIATE GAPAND CAULKMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGFLASH WINDOW PER MANUFACTURERRECOMMENDATION4HORIZONTAL LAP VIEWSCALE: 3"=1'-0"LAP SIDINGWOOD FRAMINGMIN. 1 1/4" OVERLAPINTERIOR SHEATHING9GRADE CLEARANCESCALE: 3"=1'-0"WATER RESISTIVE BARRIEREXTERIOR SHEATHINGLAP SIDINGWOOD FRAMINGMIN. 6" GRADE CLEARANCEGRADESTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHING7FIXTURE PENETRATIONSCALE: 3"=1'-0"EXTERIOR SHEATHINGWATER RESISTIVE BARRIERFLASHINGBLOCKING AS REQ'DTRIM AROUND OPENING1/4" GAP, DO NOT CAULKLAP SIDINGLAP SIDINGSTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGTRIM BOARDSFIXTUREPENETRATIONLEAVE APPROPRIATE GAPAND CAULKWALL FRAMING8SCALE: 1/2"=1'-0"HARDSCAPE CLEARANCES, DECKS,PORCHES, PATIOS, WALKWAYS, ROOFS, ETC.WATER RESISTIVE BARRIEREXTERIOR SHEATHINGLAP SIDINGWOOD FRAMINGPATH / DRIVEWAY / SLABPT. BOTTOM PLATESTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHING5DOOR / WINDOW JAMBSCALE: 3"=1'-0"DOOR / WINDOWJAMBTRIM BOARDSLAP SIDINGWOOD FRAMINGLEAVE APPROPRIATE GAPAND CAULKWATER RESISTIVE BARRIEREXTERIOR SHEATHINGFLASHING TAPEINTERIOR SHEATHINGINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONPT BOTTOM PLATESILL SEAL / MOISTUREBARRIERCONCRETE SLAB/MASONRY FOOTINGPER STRUCTURALFLASHING REQUIREMENTSTHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERALFLASHING AND WATERPROOFING METHODS TO BE USED.LEAVE APPROPRIATEGAP AND CAULKSILL SEAL/MOISTURE BARRIERCONCRETE SLAB /MASONRY FOOTINGPER STRUCTURALMIN. 1" - 2" CLEARANCE DEPENDINGON SPECIFIC ZONE PERMANUFACTURERINTERIORSHEATHINGWOODFRAMINGWATER RESISTIVEBARRIEREXTERIORSHEATHING1/4" IN. GAP BOARD ANDBATTENSIDINGFLASHINGTRIM BOARDCAULK IFREQUIREDLAP SIDINGBLOCKING/SUPPORT IFREQUIREDSHEATHINGFOR BAND BOARDAPPLICATIONS, AFLASHING ISREQUIRED OVERTHE TRIMWATERRESISTIVEBARRIERSR703.1 General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall include flashing asdescribed in Section R703.4.R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within thewall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exteriorwater that penetrates the exterior cladding.R703.2 Water-resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approvedwater-resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layerlapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall beinstalled in accordance with the water-resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water-resistivebarrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of theexterior wall envelope as described in Section R703.1.R703.7.3 Water-resistive barriers Water-resistive barriers shall be installed as required in Section R703.2 and, where applied over wood-based sheathing,shall include a water-resistive vapor-permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall beinstalled independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intendedto drain to the water-resistive barrier is directed between the layers.Exception: Where the water-resistive barrier that is applied over wood-based sheathing has a water resistance equal to or greater than that of60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space.R703.4 Flashing. Approved metal flashing, vinyl flashing, self-adhered membranes and mechanically attached flexible flashing shall be appliedshingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-applied membranes used as flashingshall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavityor penetration of water to the building structural framing components.Self-adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA812, or other approved standard as appropriate for the type of sealant. Fluid-applied membranes used as flashing in exterior walls shall comply with AAMA714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations:1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to thewater-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712.Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall beinstalled at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface ofthe exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection atthe head and sides.1.2. In accordance with the flashing design or method of a registered design professional.1.3. In accordance with other approved methods. 1.4. In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.3. Under and at the ends of masonry, wood or metal copings and sills.4. Continuously above all projecting wood trim.5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction.6. At wall and roof intersections.7. At built-in gutters.SCALE:NTSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #878646.1 3000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' WATERPROOFING DETAILS - SIDING
W.D.W.D.DWW.D.AHUW.D.UNIT 1658UNIT 1776UNIT 1509UNIT 1836COMP.COMP.COMP.COMP.ENTRYBEDROOM 2GARAGELANAIMASTER BEDROOMBEDROOM 3MASTER BATHGREAT ROOMKITCHENFOYERBA 2LAUNDRYBEDROOM 4BA 3PC IN ATTICRANGE
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WCLAVWCAHULAVLAVLAVLAVWCWCSHOWER/TUB SINKGAR. DR.P.W.GFI10'-0"OPENERGFI @ 48"GFI @ 48"SELECT.METERGFI @ 48"DBWPGFISSPANELHBHBHBHBSD3S3SS GFI3SS SS SDCM/SDCM/SDCM/SDSD3S 3SSS GFIGAR. DR.P.W.GFI10'-0"OPENERGAR. DR.P.W.GFI10'-0"OPENERGAR. DR.P.W.GFI10'-0"OPENERGFI @ 48"GFI @ 48"GFI @ 48"GFI @ 48"GFI @ 48"GFI @ 48"INSTALL FANBOX PREWIREINSTALL FANBOX PREWIREGFIINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREW.I.C.W.I.C.W.I.C.W.I.C.GFI @ 48"SS INSTALL FANBOX PREWIRES SGFIGFIGFIFORHOODUCGFIGFIGFISSVPVPVPVPSINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIRESS GFIGFIWPGFISS3S INSTALL FANBOX PREWIRE3S SS SHBHBHBSWITCH INCABINETSUCGFISSSINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIREINSTALL FANBOX PREWIRESSGFIGFISWPGFIDBS S 3S
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S110-115 RECEPTICLEELECTRICAL LEGENDPOWER SYMBOLSSINGLE POLE RECEPTACLESWITCHED RECEPTACLEQUAD RECEPTACLECEILING / SOFFIT RECEPTACLEFLOOR RECEPTACLE220 RECEPTACLESMOKE DETECTORMOTORBATH FANLIGHTING SYMBOLSLOW VOLTAGE SYMBOLSSPEAKERTV OUTLETTELEPHONEDOOR CHIMEWPWEATHER PROOFINCANDESCENT LIGHTWALL WASH FIXTUREEMERGENCY LIGHTDOUBLE FLOOD LIGHTWALL MNT INCANDESCENT LIGHTGFIA48GROUND FAULT INTERRUPTMOUNTING HEIGHTARC FAULT INTERRUPTPUSH BUTTON / DOOR BELLDATA OUTLETGDOGARAGE DOOR OPENERPSPULL STRING2' FLOUR. SINGLE BULB4' FLOUR. SINGLE BULB4' FLOUR. DOUBLE BULB4' FLOUR. WRAPTTHERMOSTATVPVAPOR PROOFROPE LIGHTINGSDCARBON MONOXIDE DETECTORCMCM/SDCOMBINATION SMOKE ANDCARBON MONOXIDE DETECTORTVTVNOTES:UNLESS OTHERWISE NOTED,1.Electrical outlet heights as measured from finished floor to center line of the box to be: 16” AFF(general). In a Flood Zone, all electrical equipment to be at or above DFE.Kitchen 44” AFFBathroom 39” AFFLaundry Room 36” AFFExterior Waterproof 12” AFFGarage - general purpose 48” AFFRange 2” AFF2.All trim plates and devices to be ganged, where possible.3.Electrical switches to be at 42” centerline above finished floor.4.Electrical plan is intended for bid purposes only. All work shall be done in strict accordance withthe National Electric Code (NEC), latest edition, by a licensed electrical contractor who shall beresponsible for the installation & sizing of all electrical, wiring & accessories.5.Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.6.Provide AFCI's (Arc-Fault Circuit Interrupters) combination type installed to provide protection ofthe branch circuits in all dwelling units per NFPA 70 (Current Edition) and the NEC and as definedin UL 1699.7.Provide Tamper Resistant Receptacles as required by the NFPA 70 (Current Edition).8.Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in alldwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by theappropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms orUL 2075, gas and vapor detector sensor, according to the installation.9.R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed andGENERAL ELECTRICAL NOTES:CHALARM KEYPADABATH FAN AND LIGHT COMBINATIONRECESSED LIGHTFLUSH MOUNT LED (REQ. J.BOX)FLUSH MOUNT LED (REQ. J.BOX)ELECTRIC PANELMETER BASEOPTIONAL CEILING FAN PREWIRESINGLE POLE SWITCHTHREE WAY SWITCHSPECIAL PURPOSEISOISOLATED CIRCUITSTANDARD CEILING FAN PREWIRESTANDARD LIGHT PRE-WIREOPTIONAL CEILING FAN PREWIREOPTIONAL LIGHT PRE-WIRES3SDISCONNECT6.Provide AFCI's (Arc-Fault Circuit Interrupters) combination type installed to provide protection of thebranch circuits in all dwelling units per NFPA 70 (Current Edition) and the NEC and as defined in UL1699.7.Provide Tamper Resistant Receptacles as required by the NFPA 70 (Current Edition).8.Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwellingunits in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriatestandard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gasand vapor detector sensor, according to the installation.9.R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeledby a Nationally Recognized Testing Laboratory.10.Keep all smoke detectors minimum of 36” from bathroom doors.11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source andshall be equipped with a monitored battery backup.12.Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffitsis not acceptable.13.Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barriercomplying with R4501.17.1.1 through R4501.17.1.14.14.Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installedwithin 6' of the outside edge of a sink. This would include the receptacle installed for a washingmachine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill therequirement of an outlet every 24”. The width of the sink or range is not to be included in the spacingof the outlets unless the distance from the sink or range is greater than 12” for straight counter topsand 18” for sinks and ranges installed in corner counters.#14 COPPER TO LIGHTS AND OUTLETS#10 COPPER TO WATER HEATER#8 COPPER TO RANGE#6 COPPER TO HVACA/C DISCONNECTOPTIONAL OVERHEAD SERVICESAME AS UNDERGROUND 200AMP SERVICENOTE:ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLEPROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY200 = 350KCMIL WIRE IN 2" CONDUITUNDGND SERV.BY POWER CO.#12 COPPER TO APPLIANCES AND GFIINTERSYSTEM BONDING TERMINATION PER NEC 2017, 250.94#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO BEBONDED TO CONTINUOUS FOOTING STEELMETERN.T.S.ELECTRICAL RISER DIAGRAMTYPICAL ELECTRICAL PANELMAINDISC.200 AMPSERVICE22KAICSCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864E1.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' ELECTRICAL PLAN
FW11SCALE:1/2"=1'-0"TYPICAL 1 STORY 2-HR.FIRE RATED PARTY WALLVARIES
4"1'-4"4'-0"FIRE RETARDANTSHEATHING 4' ON EA. SIDEOF WALL NOT STAGGEREDOVER PARTY WALL2'-0"FASTEN TRUSS TO WALLTOP PL. W/ SIMPSON A35CLIPS @ 48" O.C.GYP. BD. @ CEILINGFASTEN TRUSS TO WALLTOP PL. W/ SIMPSON A35CLIPS @ 48" O.C.2x8 #2 SYP PT. CONT. W/(2) ROWS 14"x3 14" @ 16" O.C.1/2" THK. GYP. BD.2HR. RATED 8" CMUWALL (SEE PLAN FORREINF. LOCATIONS)#5 DOWEL @ EA. VERT.REINF. BAR W/ STD 90°HOOK IN FTG. & STD LAPSPLICE W/ WALL REINF.INSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONDBL. 1x PT NAILERNOTES:1.SEPARATION WALL IN THEROOF SYSTEM PROVIDES2-HRS. PROTECTION PERGA ASW 1002.2.INSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATION2 HR FIRE RATEDPARTY WALL(SEE UL DESIGN UL 905)DBL. 1x PT NAILERTO PENETRATE PARTY WALLEQUIPMENT, DUCTS OR VENTSNO PLUMBING, MECHANICALCONC. SLAB (SEE PLAN)FIN. FLR.(3) #5's ON CHAIRS& TERMITE TREATED FILLCLEANED COMPACTED4'-0"FIRE RETARDANTSHEATHING 4' ON EA. SIDEOF WALL NOT STAGGEREDOVER PARTY WALLDesign No. U905December 20, 2018Bearing Wall Rating — 2 HR.Nonbearing Wall Rating — 2 HRThis design was evaluated using a load design method other than the Limit States Design Method (e.g., WorkingStress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a loadrestriction factor shall be used — See Guide BXUV or BXUV7Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cULCertification (such as Canada), respectively.1. Concrete Blocks* — Various designs. Classification D-2 (2 hr).See Concrete Blocks category for list of eligible manufacturers.2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 partPortland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster orstucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellantvermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.5. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShieldPly ProCARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHEFIRESTONE BUILDING PRODUCTS CO L L C — "Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior WallInsulation"HUNTER PANELS — Types Xci-Class A, Xci 286RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3"THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax MetalBuilding Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IHInsulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R™ ci Insulation5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or96 in.RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI", "ECOMAXci FR Ply"* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.NOTES:1.SEPARATION WALL IN THEROOF SYSTEM PROVIDES2-HRS. PROTECTION PERGA ASW 1002.2.INSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONCLEANED COMPACTED& TERMITE TREATED FILLNO PLUMBING, MECHANICALEQUIPMENT, DUCTS OR VENTSTO PENETRATE PARTY WALLFIN. FLR.4" CONCRETE SLAB. SEEPLAN FOR MORE INFO.4"1'-4"FRAME 2 HR FIRE RATEDPARTY WALL(SEE UL DESIGN UL 373)(2) LAYERS OF 1" THK. GYP.BD. LINER PANELS2'-0"GYP. BD. @ CEILINGINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATION15/32" SHEATHING SEETB13/SN.0 FOR NAILINGSCHEDULE2x P.T. PLATESEE BRG. WALL SCHEDULEFOR A.B. REQUIREMENTSSCALE:1/2"=1'-0"TYPICAL 1 STORY 2-HR.FIRE RATED PARTY WALLFW19 VARIESFASTEN TRUSS TO WALLTOP PL. W/ SIMPSON A35CLIPS @ 48" O.C.FASTEN TRUSS TO WALLTOP PL. W/ SIMPSON A35CLIPS @ 48" O.C.4'-0"FIRE RETARDANTSHEATHING 4' ON EA. SIDEOF WALL NOT STAGGEREDOVER PARTY WALL4'-0"FIRE RETARDANTSHEATHING 4' ON EA. SIDEOF WALL NOT STAGGEREDOVER PARTY WALLFW12SCALE:1/2"=1'-0"2 HOUR FIRE RATED WALLFIRE CAULK EDGES ATEACH SIDE8" CONC. BLOCKCLASSIFICATION D-2 AS PERUL 905 (TYP.) OR FRAMEWALL WITH EXTERIOR FIRERETARDANT SHEATHING(1 HOUR RATING)(2) LAYERS OF 5/8" TYPE 'X'GYP. BD. ON BOTH SIDES2x BLOCKING BETWEENTRUSSES4'-0"FIRE RETARDANTSHEATHING 4' ON EA. SIDEOF WALL NOT STAGGEREDOVER PARTY WALLLISTING INFORMATIONFIRE RATINGSTest StandardASTM E119AttributeCriteriaCSI CodeFire ResistanceIntertek ServicesValueASTM E119 (2018a)09 21 16.33 Gypsum Board Area Separation Wall Assemblies2 Hour Fire RatedCertificationListed or Inspected LISTEDListing SectionSpec IDWALL ASSEMBLIES20808Rating2-hrDesign NumberGP/WA 120-05GP/WA 120-05Division 09 – Finishes09 21 00 Plaster and Gypsum Board Assemblies09 21 16.33 Gypsum Board Area Separation WallAssembliesGeorgia-Pacific Gypsum, LLCDesign No. GP/WA 120-05Non-Bearing Wall AssemblyArea Separation WallASTM E119Rating: 2 hours3211. CERTIFIED MANUFACTURER: Georgia-PacificGypsum, LLCCERTIFIED PRODUCT: Gypsum ShaftlinerCERTIFIED MODEL: ToughRock Staftliner orDensGlass ShaftlinerGypsum Shaftliner: Two layers 1-in. (25.4 mm)ToughRock Staftliner or DensGlass Shaftlinerinserted in H-Studs 24-in. (610 mm) o.c.2. Gypsum Board: Metal covered using 6-in. (152mm) wide ½-in. (12.7 mm) DensArmor PlusFireguard C Interior Panels or ½-in. (12.7 mm)ToughRock Fireguard C gypsum board.3. Steel Studs: ‘H’ shaped Studs, 1-1/2-in. (38.1mm) wide × 2-in. (50.8 mm) deep, roll-formedfrom minimum 0.018-in. thick galvanized steel.Cut to length ½-in. less than the openings heightand spaced a maximum of 24-in. (610 mm) o.c.Date Issued: June 5, 2019ToughRock and DensGlass Shaftliner is fiberglass mat gypsum shaftliner forstairwells, shaft wall, duct work, and area separation walls. ToughRock Shaftlinerpanels have a gypsum core encased in moisture-resistant green paper facings.DensGlass is backed on both faces with enhanced fiberglass mat.Exterior Side: 5/8” (15.9 mm) DensGlass® Fireguard® Sheathing or ToughRock® Fireguard X® SheathingEXTERIOR WOOD FRAMED WALLTOP PL. W/ SIMPSON A35Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864FP-13000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'
Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864PA-13000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'I have reviewed the above components of cladding and have approved theirFixed Glass:1st ChoiceSoffit:1st ChoiceMI 3540use in the structure. (Architect or Engineer of record)Name:Carl A. BrownHurricane Panels:Dade County App.24" Ga. Storm PanelsALL AMERICANSHUTTER & GLASS1st Choice24 GA. STORM PANELS1st ChoiceMullions:+50.0/-50.0FL16293 R3FL18644 R-6KAYCAN LTD+66.0/-71.6FL16503.4 R-3Standard vinylAttachmentMethodProduct Approval Submittal AffidavitProductDesign PressuresManufactureModel #Roofing:1st ChoiceOverhead Garage Doors:1st Choice2nd ChoiceSwing Doors:1st Choice2nd ChoiceSliding Doors:1st Choice2nd ChoiceWindows:1st Choice+30.0/-30.0CLOPAY+67.0/-67.0+67.0/-67.0Building Permit:Building Address:Contractor:Approval #FL16546.8FL20461.1IKO Industrues, LtdCambridge ARFL30310.1MI WINDOWSMI WINDOWSMI WINDOWS+40/-50+40/-50+50.0/-50.0FL 17676.9FL 18504.1FL 15804.2 FL17676.2MI WINDOWSROOFING UNDERLAYMENT:1st Choice+30.0/-32.0CLOPAYCertification Number:Fl. # 56126Name:Certification Number:ROOFING VENTS:FL21580.1 R-2FL15279.84FL 17891.2Name:Luis Pablo TorresCertification Number:Fl. # 87864MI WINDOWSPLAST PROSidelightsFL15215.2MI WINDOWS & DOORSMI WINDOWS & DOORSFL15332.4FL15332.12MI WINDOWSFL17894.4FL12328-R9FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,1" FROM EDGE AND 4" O.C. TYPICAL MAX.NAIL SHINGLES W/ 12 GAUGE ROOFINGNAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/3/8" MIN PENETRATION THRU SHEATHINGUNDERLAYMENT SHALL BE APPLIED ANDATTACHED IN ACCORDANCE WITHR905.1.12"x6" P.T. WOOD JAMB WITH(5) 1/2" DIA. x 8" "J" BOLTS2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3"TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONSAND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALLBE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROMTOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C.THEREAFTER. (TYPICAL ALL 4 SIDES)SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16"TAPCON ANCHOR WITH MIN. 1 1/4" EMBED. TO ALL FACTORYDESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCONSHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2xBUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1 1/2"INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE.FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMEDGE DISTANCEFOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITHMIN. 1 1/4" EMBED. TO ALL FACTORY DESIGNATIONS WITHALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BEFILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE5/8" MIN. EMBED. INTO WOOD BUCK.Staple 10" on center in directionof lengthDouble 5 standard (vinyl) 10"staples solid 144 vented - 145Plygem Double 5standard vinylPlygem / VariformDouble 5 standardM-1926 VerticalMullionM-1926 HorizontalMullion3540 SERIES TwinSingle Hung (fin)3500 SERIES SingleHung (flange)3540 SERIESSingle Hung (fin)3500 SERIES SingleHung (finless) frameSERIES 420 SGDAlum. reinforcedSERIES 440 SGDAlum. reinforcedALL ONELITE SERIESSOLIDFIBERGLASS DRALL ONELITE SERIESTHERMA TRU-CORP.FIBERGLASS DOORTHERMA TRU-CORP.FIBERGLASS DOORTHERMA TRUPLAT PRO53W516 x 753W58 x 7TAMKO No. 30 #30ASPHALT-SATURATED ORGANIC FELTFLAMCO"Off-ridge vent"Florida MetalProducts, Inc.TAMKO BUILDINGPRODUCTS LLCDADECOUNTY APP.DADECOUNTY APP.FL20461.11FL20461.12FL20461.2FL15215.2FL12194.1FL12194.2
NOTES:1.METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUIDBORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE ANDPRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT.2.PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATEDPORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.3.OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.SECTION R318 PROTECTION AGAINST TERMITESTERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIEDPESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVEDMETHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEWCONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THEAPPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BEISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINSTHE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THEPREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWSESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."NOTICE TO BUILDER AND ALL SUBCONTRACTORSIt is the intent of the Engineer listed in the title block of these documents that these documents be accurate,providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builderand all subcontractors are required to review all the information contained in these documents, prior to thecommencement of any work. The Engineer is not responsible for any plan errors, omissions, or misinterpretationsundetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to theinformation found in these documents. Any questions regarding the information found in these plans should bedirected to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered forreimbursement by the Engineer without advanced notification and approval by the Engineer. Payments will bemade in accordance to the terms of the agreement.TERMITE SPECIFICATIONSGENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIAGENERAL FLOOR LOADING TOP CHORD LLTOP CHORD DLBOTTOM CHORD LLBOTTOM CHORD DL402005(PSF)(PSF)(PSF)(PSF)SPECIAL FLOOR LOADING DEFLECTION CRITERIAROOF TRUSSES*LL/360TL/240ROOF RAFTERSLL/180TL/120ROOF RAFTERS (W/O CLG)LL/360TL/240FLOOR TRUSSES/ BEAMS **LL/480TL/360FLOOR I-JOIST***LL/480TL/240*TL MAX 2" UP TO 40FT SPAN**TL MAX 3/4"*** TL MAX 1/2"COMMENTS:COMMENTS:GAME ROOM / READING ROOMSBALCONIES/ DECKSBALCONIES OVER 100 SQ:FTLIGHT STORAGESTAIRS / NON SLEEPING ROOMS6040(PSF)(PSF)100125(PSF)(PSF)COMMENTS:GUARDRAILS AND HANDRAILSGUARDRAIL IN-FILL COMPONENTS20050(LBS)(d)(LBS)(f)d. A SINGLE CONCENTRATED LOADAPPLIED IN ANY DIRECTION AT ANYPOINT ALONG THE TOP.f. BALUSTERS AND PANELS FILLERSSHALL BE DESIGNED TO WITHSTANDA HORIZONTALLY APPLIED NORMALLOAD OF 50 POUNDS ON AN AREAEQUAL TO 1 SQ. FT.40(PSF)SLEEPING ROOMS30(PSF)LIBRARIES - STACK ROOMS150(PSF)NOTE:DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 150 MPH OR GREATERAND IS CONSIDERED TO BE IN THE WIND-BOURNE DEBRIS AREA. CONTRACTOR TOPROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTINGWIND LOADING CRITERIA 160CWIND SPEED (ULTIMATE)160 MPHEXPOSURE CATEGORYCBUILDING CATEGORYIIBUILDING TYPEVENCLOSURE CLASSIFICATIONENCLOSEDINTERNAL PRESSURE COEFFICIENT+/- 0.18FOR MEAN ROOF HEIGHT 60 ftASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTSAND CLADDING WIND PRESSURES AND SUCTIONSNOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, ANDFOR 2 STORY HOME IS 30FTWIND SPEED (ALLOWABLE)124 MPH·FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL·FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020)·FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL·NFPA 70, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE·BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14)·SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16)·BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - ACI 530-13)·NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION·WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION·APA PLYWOOD DESIGN SPECIFICATION E30-16·AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16·ALUMINUM DESIGN MANUAL - AAF20Code references are summaries of code sections See FBCR (CurrentVersion) for complete information.CODE CRITERIAFIELD REPAIR NOTES1.MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPOXYANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPOXY ADHESIVE BINDER FOLLOWING ALLMANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7"EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS.2.MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THEOMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A TWOPART EMBEDMENT EPOXY (SIMPSON HIGH STRENGTH EPOXY-TIE ANCHORING ADHESIVE )MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRISFROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIRPRIOR TO APPLYING THE EPOXY. ALLOW THE EPOXY TO CURE TO THE MANUFACTURER'SSPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR.3.FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDEOF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING ).4.MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1)SIMPSON MTSM16 TWIST STRAP W/ (4) ¼"x 2¼" TITENS TO MASONRY AND (7)-10d NAILS TOTRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IFCORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2"SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.NO MORE THAN 10 STRAPSMAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IFGIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE EOR FOR SUBSTITUTION.5.IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUDCONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 21/2" NAILS AND 5/8"ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPOXY W/ MIN 6" EMBEDMENT AND MIN 3"EDGE DISTANCE. CONTACT EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUDLOCATIONS.PRE ENGINEERED WOOD TRUSSES1.ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIRSUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN2.PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATESTEDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITSFASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.3.TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUMALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVELOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.4.BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSSMANUFACTURER UNLESS NOTED ON THE PLANS.5.TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY.WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURERIN ACCORDANCE WITH THE FRAMING DESIGN LOADS:6.DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSESPER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION.7.PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER INACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALLINCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING,ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/ORBRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACHSUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURALENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.8.THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARINGPOINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALLBRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.UPLIFT CONNECTORS1.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTSARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERALFORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.ANDSTRUCTURAL PLANS FOR MORE INFO.GENERAL STRUCTURAL NOTESSTRUCTURAL STEEL1.MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBESTEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALLSTRUCTURAL BOLTS TO BE ASTM A325N U.N.O2.STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORMTO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST INCONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEELREINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFOREFABRICATION FOR REVIEW AND APPROVALWOOD CONSTRUCTION1.ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURALWOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE EITHERSOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OFSPECIES.2.ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURECONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THERESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BYOTHERS3.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" INDIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP.,U.N.O.4.MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TOSTEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOODTREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOREXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESSSTEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.5.ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURETREATED.6.UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY.SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.7.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS8.ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O.COLUMNS: 2.0E Fb = 2600BEAMS: 2.0E Fb= 26009.SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHINGREQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSBFLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISHFLUSH TO EXTERIOR WALL FACEWALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB - 15/32" O.C. 1, A MINIMUM 1/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOREXPANSION.MASONRY1.HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMINGTO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( f'm = 2000 PSI)2.MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A.3.COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11".CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION4.GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITHTHE CELLS FILLED WITH COARSE GROUT.5.GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP ANDBOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS.REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2"CLEARANCE TO INSIDE FACE.6.REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE NOTEDON THE DRAWINGS.7.GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATHSTRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLSBELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.8.HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN BEAM SCHEDULE9.HORIZONTAL JOINT REINFORCEMENT (WHERE REQUIRED) SHALL CONSIST OF AT LEAST 9GAUGE LADDER TYPE REINFORCEMENT SPACED NOT MORE THAN 16" OC. VERTICALREINFORCEMENT SHALL ALSO BE PROVIDED AT TOP AND BOTTOM OF ALL OPENING ANDEXTEND NOT LESS THAN 24" BEYOND OPENING. PROVIDE 8" MIN. EMBEDMENT INTOCONCRETE COLUMNS AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T"INTERSECTIONS.10.TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURINGCONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR11.TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALLWALL OPENINGS12.DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATEDLOADS FOR (7) DAYS. PER CODE ACI 318-1413.CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, ANDRECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENTHAS OCCURRED (GROUT SHALL BE FLUSH WITH TOP OF WALL)CAST IN PLACE REINFORCED CONCRETE1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI(SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.632.HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS.3.HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITHA 25" LAP PROVIDED EACHWAY.4.CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O.5.WELDED WIRE FABRIC SHALL CONFORM TO ASTM 615, ASTM A706 OR ASTMA 996 WWF SHALLBE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBICYARD6.ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARSFREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A706, OR ASTMA 996 GRADE60 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST CONCRETE PADSSTEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTEDBY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED INPLACE BY USING ADDITIONAL CROSS-REINFORCING TIED TO FOOTING REINFORCING.SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LITEL PLAN.7.HIGH STRENGTH SIMPSON SET EPOXY-TIE WAS USED IN THE DESIGN OF THIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT EPOXY, THEY MUST FIRST CONTACT THEENGINEER OF RECORD FOR WRITTEN APPROVAL.8.WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX"F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE,ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH3000 P.S.I. FOR THE CONCRETE STRENGTH.GENERAL ROOF LOADING SHINGLEROOF (PSF)METALROOF (PSF)TILEROOF (PSF)HEAVYROOF (PSF)TOP CHORD LLTOP CHORD DLBOTTOM CHORD LL*BOTTOM CHORD DLTOTAL (PSF)2010 01040201010402015104520251055BOTTOM CHORD LL (OPT)205010ATTICS W/ LIMITED STORAGEATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE(NON-CONCURRENT)NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTENAPPROVAL FROM EOR OR INDICATED ON PLAN 0 0 0N.T.S.Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
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DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864S0.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' STRUCTURAL NOTES
FOUNDATION DEPTH NOTE:·INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARETHE TOTAL DEPTH AND MEASURED FROM THE TOP OF THESLAB.·EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARETOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TOMATCH THE BOTTOM OF THE CONTINUOUS MONOLITHICPOUR WHICH RUNS THROUGH IT.- INDICATES SINGLE-STORY WALL FOUNDATIONFOUNDATION LEGEND- INDICATES TWO-STORY WALL FOUNDATION- INDICATES CONCRETE PAD FOUNDATIONFOUNDATION SCHEDULE2'-6" x 2'-6"MARKSIZE1'-0"DEPTHREINFORCING3 #5 E.W. BOT.1'-0"4 #5 E.W. BOT.1'-0"4 #5 E.W. BOT.1'-4"5 #5 E.W. BOT.1'-4"5 #5 E.W. BOT.1'-4"6 #5 E.W. BOT.3'-0" x 3'-0"3'-6" x 3'-6"4'-0" x 4'-0"4'-6" x 4'-6"5'-0" x 5'-0"GRAVITY CAP. [lbs]1'-4"7 #5 E.W. BOT. 6'-0" x 6'-0"11000156002150028000345004250061500F2.5F3.0F3.5F4.0F4.5F5.0F6.02'-0" x 2'-0"1'-0"7200F2.01'-0" x CONT.1'-0"3000F1.03 #5 E.W. BOT.2 #5 E.W. BOT.GENERAL FOUNDATION NOTES:12345678PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTSTO BE LAPPED MIN. 6" AND SEALED.4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W.W.F., OR FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH ORNER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER& TREATED FOR TERMITES.CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TOPOURING OR RECESSING DOOR SILLS OR SLIDING GLASSDOOR SILLS.EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAYFROM HOUSE U.N.O. ON PLAN.CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODEBUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF.CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTSTO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OFTHE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USEALTERNATE APPROVED METHOD.NO WOOD STAKES PERMITTED IN FOUNDATION.PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BESTEPPED DOWN. SEE ON SHEET D-1 FOR ADDITIONALINFORMATION. G.C. TO DETERMINE STEP LOCATIONS IFREQUIRED.9SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEELBENDS AND LAP SPLICE.10ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITIONSOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TOPROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOODCONSTRUCTION INDICATES FILLED CELL W/3000 PSI CONC. FROMFOUNDATION. TO BEAM W/ (1) #5 REBAR GRADE 60 U.N.O.TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5" EMBEDMENTW/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OFALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF).11ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000 PSF (SEE SOILS REPORT ANDSPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOILCONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THECAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THEENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OFFOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIALAND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ).THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLANHAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2000 PSF.NOTE:TERMITE SPECIFICATIONS:SECTION R318 PROTECTION AGAINST TERMITESTERMITE PROTECTION SHALL BE PROVIDED BY REGISTEREDTERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITINGSYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHERAPPROVED METHODS OF TERMITE PROTECTION LABELED FORUSE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEESECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, ACERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THEBUILDING DEPARTMENT BY THE LICENSED PEST CONTROLCOMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THEBUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THEPREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS INACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THEFLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERSERVICES."1.METHOD OF TREATMENT SHALL BE APPROVED BY THEGOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE"PRODUCT METHODS MUST BE DETERMINED AT PERMITSTAGE AND PRODUCT APPROVAL DATA MUST BE ON FILEWITH THE BUILDING DEPARTMENT.2.PRESSURE TREATED LUMBER THAT HAS BEEN CUT ORDRILLED THAT EXPOSES UNTREATED PORTIONS OF WOODARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECTINFESTATION.3.OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN.24" A.F.F.FM182FILLED CELL NOTE: FILLED CELL SPACING·150 "C" @ 5'-4" O.C.·170 "C" @ 4'-0" O.C.(3) 2 x #2 SPF(4) 16d TOENAILSNOUPLIFT(3) 2 x #2 SPF(3) 2 x #1 SYP(3) 2 x #1 SYP4 x 4 P.T.#2 SYPPOST6 x 6 P.T. #2 SYPPOSTABU66 W/ 5/8" ATR &(12) 16d NAILSABU44 W/ 5/8" ATR &(12) 16d NAILSG = 6665U = 2200(4) 16d TOENAILSDTT2Z W/ 12" ATR & (8) 14" X1 12" SDS SCREWS21453.5" x 3.5" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)3.5" x 5.25" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"42353.5" x 7" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)5.25" x 5.25" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)8 x 8 P.T. #2 SYPPOSTABU88 W/ (2) - 5/8" ATR& (18) - 16d NAILS7" x 7" P.L. 1.8E Fb=2400(WOLMANIZED IF EXT.)MARKCOLUMN SIZE(BASE) CONN. &FASTENERUPLIFT(Lb)COLUMN SCHEDULEG = 12000U = 2300G = 24335U = 2320DTT2Z W/ 12" ATR & (8) 14" X1 12" SDS SCREWS2145C1C2C3C4C5C6C7C8C9C10C11C12C13GENERAL COLUMN NOTESNOUPLIFT1.SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TOMATCH WALL WIDTH UNO.2.ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ONPLAN.3.NAIL BUILT UP STUDS PER DETAIL WF37/D2 MINIMUM BOLTEMBEDMENT:5" EMBEDMENT FOR 1/2" ATR6" EMBEDMENT FOR 5/8" ATR8" EMBEDMENT FOR 7/8" ATR4. SEE NOTE #4 ON S0 GENERAL NOTES SHEET UNDER WOODCONSTRUCTION FOR CORROSION INFORMATIONBEARING WOOD WALL SCHEDULE16"MARKTOPCONNECTION & FASTENERSSPF16"SPF402BOTTOM16"SYP16"SPF80316"SYP43916"SYP878SPF12"12"SPF53512"SPF1070SYP12"12"SYP58512"SYP1170BW1BW2BW3BW4BW5BW6BW7BW8BW9BW10BW11BW12BW13NOUPLIFTNOUPLIFTNOUPLIFTNOUPLIFTLUMBERSPECIESUPLIFTCAP. [plf]STUDSPACINGBEAM SCHEDULESEE FRAMING PLAN FORBEAM SIZESEE FRAMING PLAN FOR BEAMCONNECTIONMARKBEAM SIZECONNECTIONSBM(2) 16dTOENAILSSP2 W/ (6)-10dNAILS(2) SP2 W/ (6)10d NAILS(2) 16dTOENAILSSP2 W/ (6)-10dNAILS(2) SP2 W/ (6)10d NAILS(2) 16dTOENAILSSP2 W/ (6)-10dNAILS(2) SP2 W/ (6)10d NAILS(2) 16dTOENAILSSP2 W/ (6)-10dNAILS(2) SP2 W/ (6)10d NAILSNOT USED(2) 16dTOENAILSSP1 W/ (6)-10dNAILS(2) SP1 W/ (6)10d NAILS(2) 16dTOENAILSSP1 W/ (6)-10dNAILS(2) SP1 W/ (6)10d NAILS(2) 16dTOENAILSSP1 W/ (6)-10dNAILS(2) SP1 W/ (6)10d NAILS(2) 16dTOENAILSSP1 W/ (6)-10dNAILS(2) SP1 W/ (6)10d NAILST/ WALLSEE PLANDBL. 2xTOP PLATEDBL. 2x HDR. SEE FLR. PLAN FOR MIN SIZE.SEE WF09/D3 FOR CONNECTION INFO.IF HDR. IS WITHIN A WALL w/ NO UPLIFT ASINDICATED ABV., THE CONNECTORS INDICATEDIN WF09 CAN BE IGNORED.2x MID-SPANBLOCKING w/ (2)- 12dTOENAILS @ EACHEND FOR WALLSTALLER THAN 8'-0"F.F.2x STUDS PERPLAN/SCHEDULECONNECTORS TOP& BOTTOM PERPLAN/ SCHEDULESEE FOUNDATIONPLAN FOR MOREINFORMATIONBEARING WALL DETAILGENERAL BEARING WALL NOTES1.SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO.2.ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN.3.CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED4.CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TOVERIFY THEY MEET THE STRUCTURAL REQUIREMENTS.5.IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEEWF06/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRSTFLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY)6.IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN.15/32" CDX PLYWOOD W/8d NAILS AT 4"oc IN FIELD AND EDGE TO (1) SIDE OF WALL.7.ALL 2x EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULEACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE.8.IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10, THESE WALLSARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARETOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASEDNAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENTINDICATED IN THE BEARING WALL SCHEDULE.2x P.T. w/ 1/2" A.B. or 1/2" A.T.R.w/ SIMPSON SET @ 32" O.C. w/7" MIN. EMBEDMENTIF AT STEP, 7" MIN. EMBED.PAST LOWER SLAB.ALT: SIMPSON 1/2" TITEN HD @32" O.C. w/ SAME EMBEDMENT**SEE NOTE 8 BELOW**5.25" x 7" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"4235HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"4235HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"4235HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"4235HTT4 w/ 5/8" A.T.R. &(18) 16d x 2 1/2"4235HEADER SCHEDULE6" WALL - (3) - 2X6 #2 SYPW/ 1/2" FLITCH PLATEMARKHEADER SIZEREMARKS6" WALL - (3) - 2X8 #2 SYPW/ 1/2" FLITCH PLATE6" WALL - (3) - 2X10 #2 SYPW/ 1/2" FLITCH PLATE6" WALL - (3) - 2X12 #2 SYPW/ 1/2" FLITCH PLATE6" WALL - (3) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600H1H2H3H4H5GENERAL HEADER NOTESVERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIREDH62.IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALLTYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALLSCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN.1.3.IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATEDHEADER CONNECTION FOR REQUIRED CONNECTIONS.4.ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TOEACH PER DETAIL WF37/D2.5.FASTEN ALL MULTI-PLY HEADERS TOGETHER W/(2) ROWS 10dCOMMON NAILS AT 8"oc ALONG EACH EDGE OR (3) ROWS IF 2x10OR LARGER.6.FASTEN ALL HEADERS TO KING STUDS WITH (3) 10d TOENAILSPER SIDE.7.IF HEADER IS NOT SPECIFIED CONTACT E.O.R.OPENINGSIZEJACKSEA ENDKINGSEA END2x4 WALL2x6 OR 2x8 WALL1'-0" - 3'-11"(1)JACKSEA ENDKINGSEA END 4'-0" - 9'-0"9'-1" - 16'-0"(2)(1)(2)(2)(3)(2)(2)(3)(4)(3)(4)HEADER SUPPORT NO. OF JACKS &STUDS REQ. AT OPENINGS4" WALL - (2) 134"x24" LVL 2.0E6" WALL - (2) 134"x24" LVL 2.0EFb=2600SEE NOTE #5SEE NOTE #5SEE NOTE #5SEE NOTE #5ATTACH TOGETHER W/ (2) ROWS1/4" x 3 1/2" SDS WD SCREWS @16" O.C. TYP. EACH SIDEATTACH TOGETHER W/ (2) ROWS1/4" x 3 1/2" SDS WD SCREWS @16" O.C. TYP. EACH SIDE4" WALL - (2) - 2X6 #2 SYP4" WALL - (2) - 2X8 #2 SYP4" WALL - (2) - 2X10 #2 SYP4" WALL - (2) - 2X12 #2 SYP4" WALL - (2) - 1 3/4" X 11 1/4 MASONRY OR ICFWALL SEE PLANSEE MS03/S2 FOREND OF BEARINGWALL CONNECTIONH76" WALL - (3) 134"x9 14" LVL 2.0EFb=2600ATTACH TOGETHER W/ (2) ROWS1/4" x 4 1/2" SDS WD SCREWS @16" O.C. TYP. EACH SIDE+43.7 / -46.2+41.6 / -44.8+39.1 / -42.0+37.1 / -40.6+43.7 / -57.4+41.6 / -54.6+39.1 / -49.0+37.1 / -44.8160 MPH OPENING PRESSURES78563421ENCLOSED - EXPOSURE "C"C145.25" x 7" P.L. 1.8EFb=2400 (WOLMANIZEDIF EXT.)(2) HDU8 w/ 7/8" A.T.R. &(20) 1/4" x 2 1/2" SDSSCREWS15740 NOTE: 1 WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES.26202250FRAME TO FRAME(2) HTS20 W/ (24) - 10d x 1 1/2"F.1(AT EXTERIOR LOCATIONINCLUDE (3)12d TOENAILS EA.BEAM SCHEDULE(2) - 2 x 8 #2 SYP W/ 7/16"OSB FLITCH PLATE. NAILBEAM TOGETHER USING(2) ROWS OF 12d NAILS @12" O.C. TYP EACH SIDECONNECTION: PROVIDE (2)SIMPSON LSTA18 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLANMARKBEAM SIZECONNECTIONS(2) - 2 x 10 #2 SYP W/ 7/16"OSB FLITCH PLATE. NAILBEAM TOGETHER USING(2) ROWS OF 12d NAILS @12" O.C. TYP EACH SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLAN(2) - 2 x 12 #2 SYP W/ 7/16"OSB FLITCH PLATE. NAILBEAM TOGETHER USING(2) ROWS OF 12d NAILS @12" O.C. TYP EACH SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLAN(2) - 1 34" x 9 14" LVL 2.0EFb=2950. CONNECT PLYSTOGETHER USING (2)ROWS 14" x 3 12" SDSWOOD SCREWS @ 16"O.C TYP. EA. SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLAN(2) - 1 34" x 11 14" LVL 2.0EFb=2950. CONNECT PLYSTOGETHER USING (2)ROWS 14" x 3 12" SDS WOODSCREWS @ 16" O.C TYP.EA. SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLAN(2) - 1 34" x 16" LVL 2.0EFb=2950. CONN. PLYSTOGETHER USING (2)ROWS 14" x 3 12" SDSWOOD SCREWS @ 16"O.C TYP. EA. SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLANBM1BM2BM3BM4BM5BM6GENERAL BEAM NOTESBM71.VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED(MIN 4" BEARING EACH END)2.SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS3.BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAYWITHOUT WRITTEN APPROVAL FROM THE E.O.R.CONNECTOR SCHEDULEMARKSIMPSON CONNECTOR W/ FASTENERSTYPESPFFRAME TO MASONRYFRAME TO FRAMEFRAMETO MASONRY18105651040990396513101069037704725SYP -5351015850333011251069034003240FRAME TO FRAMEFRAME TO FRAMEFRAMETO MASONRYFRAMETO MASONRYFRAMETO MASONRYFRAME TO FRAMEBEAMTO BEAMFRAMETO MASONRY65704730FGTR W/ (18)-SDS 1/4" x 3"WOOD SCREWS AND (2) 1/2" x5" TITAN HD ANCHOR BOLTSG#2305U#1635G#4500U#1800HETA16 W/ (9) - 10d x 1 1/2" OPTHETA20 W/ (9) - 10d x 1 1/2"H2.5A W/ (10) - 8d NAILSH10A-2 W/ (18) - 10d x 1 1/2" AT2 PLY TRUSSESMTS12 W/ (14) - 10d x 1 1/2"MGT W/ (22) - 10d NAILS & 5/8"ATR W/ 12" EMBEDMENT W/SIMPSON "SET" EPOXYHTS20 W/ (24) - 10d x 1 1/2"HGT-2 W/ (16) - 10d W/ 5"EMBED (2) - 3/4" DIA. EPOXYANCHORS. (HGT-3 FOR 3PLY)(2) LGT-2 W/ (32)-16d SINKERS(14) 1/4" x 2 1/4" TITENS(2 PLY TRUSS) OR (16) 16DSINKERS FOR FRAME(2) LGT-3 W/ (24) SDS 1/4" x 2-1/4"& (8) - 3/8" x 5" TITENS HD's(3 PLY TRUSS)HU410 OPT HUC410 (MAX) W/(18)-16d & (10)-10d NAILSHU410 OPT HUC410 W/ (18)TITEN 1/4" x 2 3/4" & (10)-10dNAILSABCDEFGHJ2KLH10A W/ (18) - 10d x 1 1/2"1080 930(AT EXTERIOR LOCATIONINCLUDE (3)12d TOENAILS(AT EXTERIOR LOCATIONINCLUDE (3)12d TOENAILS2365FRAMETO MASONRY(2) HETA16 OPT (2) HETA201 PLY W/ (10) - 10d x 1 1/2" OR2 PLY W/ (12) - 16d1920MBEAMTOMAS955HTSM16 W/(8)10d NAILS AND(4) 1/4"x2 1/4" TAPCONS1110NFRAMETOMASONRYHTSM20 W/(10)10d NAILS AND(4) 1/4"x2 1/4" TAPCONSFRAMETOMASONRY9551110910780PFRAMETOMASONRYH10S W/(8) 8d X 1 1/2" NAILSAND (2) 3/8"x4" TITAN HDGENERAL CONNECTOR NOTESCONNECT ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/LINTELS w/ CONNECTOR UNO ON PLANA1.CONNECT ALL TRUSSES TO INTERIOR/ EXTERIOR BEARINGWOOD WALLS OR BEAMS W/ CONNECTOR UNO ON PLANC2.A3.BCONNECT ALL TYPICAL HIP JACK (CORNER JACK) TO MASONRYWALLS/ LINTELS w/ CONNECTOR.IF WOOD WALL/ BEAM USE (2) CONNECTORS UNO ON PLAN.4.CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOODWALLS/ BEAMS W/(2)12d TOENAILS.5.ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE PROVIDEDBY TRUSS MANUFACTURER UNO ON PLAN.SIMPSONOPTJ3ROOF FRAMING NOTES·SHINGLE, METAL, OR TILE ROOFING SYSTEM (SEE ARCH.) OVERAPPROVED UNDERLAYMENT, OVER SHEATHING PER ENGINEEREDROOF SPECIFICATIONS (SEE FRAMING PLAN) ON PRE-ENGINEEREDWOOD TRUSSES AT 2'-0" O.C. MAX OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE, SPACING, TYPICAL ROOF SLOPE, AND OTHERINFORMATION).ATTN: BUILDING DEPARTMENTPLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSSLAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERSLAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TOPLACEMENT OF ANY TRUSSES.(4) - 1 34" x 18" LVL 2.0EFb=2950. CONN. PLYSTOGETHER USING (2)ROWS 14" x 3 12" SDS WOODSCREWS @ 16" O.C TYP.EA. SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLAN6.REFER TO WF18/ D3 FOR NON BEARING WALL(3) - 1 34" x 11 78" LVL 2.0EFb=2950. CONNECT PLYSTOGETHER USING (2)ROWS 14" x 3 12" SDS WOODSCREWS @ 16" O.C TYP.EA. SIDECONNECTION: PROVIDE (2)SIMPSON LSTA24 OR (2)SIMPSON HTS20 TO WOOD POSTOR (2) SIMPSON HETA16 TO CMUCOL. U.N.O. ON ROOF PLANBM5.1 -BFCDOPENINGCEFLOOR SYSTEMA3/8"3/4"3/8"1/2"1/2"1/2""S" = NAILSPACING2x4 P.T. BASE PLATEBEYOND SEE PLAN15/32" OSB EXPOSURE 1SHEATHING(2)- 2x TOP PLATE BEYONDWALL SHEATHINGSOLID SHEETINSTALLED RIP PIECEOFSHEATHING SOLID SHEETINSTALLED2x STUDS BEYOND.SEE PLANSOLID 2x BLOCKING@ ALL SHEATHINGEDGES(SEE SECTION X-X)G2x RIBBON OR BLOCKINGBETWEEN FLOOR SYSTEMS(IF 2 STORY FULLSHEET STARTEDFROM BOTTOMOF FLOORTRUSS)SSWALL ELEVATION DIAGRAMHORIZONTALVERTICALSINGLE NAIL EDGE SPACINGDOUBLE NAIL EDGE SPACINGDPROVIDE BLOCKING AS REQUIRED PERSECTION X-X IF NOTFULL HEIGHT SHEETxxAT ALL PANEL BLOCKINGLOCATIONS SHALL BE MIN2 X 4 #2 SPF TURNEDVERTICAL W/ 7/16" FLITCHPLATE TO W/ (2) 12dTOENAILS EA. END. NAILFLITCH PLATE TOVERTICAL W/ (4) 8d NAILS(2) 8d NAILS @ 3" O.C.STAGGERED FORSHEATHINGSECTION X-XVERTICAL BLOCKING15/32" OSBEXPOSURE 1SHEATHINGTB13WALL SHEATHING INSTALL & NAILING SCHEDULESCALE: N.T.S.REV. FBC 7TH ED. 2020EABCDFSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.w/ 8d COMMON NAIL. NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL.NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL.PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8dCOMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BEATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 18"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND ENDJOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOTPENETRATE SURFACE MORE THAN 18".G(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IFGABLE END.NOTE:8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2".DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATESURFACE MORE THAN 18"SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864SN.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' NOTES AND SCHEDULES
UNIT 1658UNIT 1776UNIT 1509UNIT 1836150'-0"40'-0"35'-0"35'-0"40'-0"22'-8"17'-4"13'-4"10'-0"11'-8"13'-8"10'-0"11'-4"12'-0"28'-0"65'-0"57'-0"8'-0"
65'-0"150'-0"40'-0"35'-0"35'-0"40'-0"20'-8"6'-8"12'-8"20'-0"4'-4"10'-8"15'-0"20'-0"11'-8"7'-0"21'-4"10'-0"
8'-0"
12'-6"11'-8"8"8"17'-9"
11'-5"6'-4"
6'-1"
4'-0"4'-8"
20'-4"14'-0"6'-4"8'-8"
11'-8"3'-8"10'-0"4'-1012"3'-8"7'-0"15'-0"CJSLOPE -4"-7"CJSLOPE
CJSLOPE
CJSLOPE-1'-0" 3/4"-4"-7"-1'-0" 3/4"-4"-7"-1'-0" 3/4"-4"-7"-1'-0" 3/4"0'-0"SLOPE FM03D-1F2.5F2.5CJFM09D-1FM09D-1FM09D-1FM09D-10'-0"SLOPE
0'-0"SLOPE
0'-0"SLOPE -3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPE
-3-1/2"0'-0"SLOPECJCJCJ CJCJCJCJFM03D-1FM20D-1TYP.FM20D-1TYP.FM20D-1TYP.FM20D-1TYP.FM01D-1FM02D-17'-0"6'-8"6'-8"5'-3"6'-0"5'-10"3'-10"3'-8"7'-0"2'-4"16'-0"2'-4"4'-0"5'-2"3'-6"2'-0"16'-0"2'-0"2'-9"5'-2"2'-9"2'-0"16'-0"2'-0"7"3'-10"2'-8"16'-0"2'-8"3'-112"5'-2"1'-012"FM02D-17'-0"6'-8"6'-8"8"3'-10"6'-2"6'-0"4'-8"3'-10"6'-0"3'-0"3'-6"7'-0"FM01D-16'-1112"5'-2"5'-212"4'-312"5'-2"3'-1012"3'-412"5'-2"3'-112"4'-112"5'-2"4'-412"3'-1012"3'-10"3'-712"1'-0"10'-8"8"1'-0"3'-10"6'-4"3'-10"1'-6"3'-10"6'-8"8"4'-0"6"3'-10"1'-0"8"4'-0"10"3'-10"8"6"4'-0"1'-1"5'-2"11"4'-7"10'-2"1'-6"2'-5"4'-0"1'-0"7'-0"
3'-0"7'-0"
3'-0"7'-0"
1'-0"7'-0"
1'-0"7'-0"
5'-6"7'-0"
7'-0"5'-0"4'-0"4'-4"FM11D-1FM12D-1FM11D-1SIM.NOWALLFM11D-1FM03D-1FM01D-1FM02D-1FM02D-1FM02D-13'-0"5'-2"3'-2"5'-8"3'-10"3'-10"4"FM29D-1FM01D-1FM01D-1FM01D-1FM01D-1FM01D-1FM01D-1FM03D-1FM03D-1FM03D-1FM03D-1FM03D-1FM03D-1FM01D-1FM29D-1FM29D-1FM02D-1FM02D-1FM02D-14'-0"4'-4"9"9"FM01D-12"2"6'-4"5'-4"
20'-6"
12'-1"
19'-11"
19'-6"
20'-6"RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.RECESS FOR DOORTHRESHOLD PERMANUFACTURER'SSPECS.5'-8"4'-4"12'-9"0'-0"0'-0"0'-0"0'-0"FM10D-1FM11D-1FM10D-1FM10D-1FM10D-1FM10D-1FM11D-1FM10D-10'-0"0'-0"0'-0"F2.57'-214"F2.5F2.5F2.5FM06D-1F2.0F2.0F2.5F2.5F2.58'-512"8'-1012"12'-11"16'-3"FM06D-120'-10"FM28D-1FM28D-1FM06D-113'-11"16'-3"3'-10"FM06D-12"F2.5F2.5F2.56'-0"8'-2"5'-4"
5"F2.0F2.0F2.5F2.58"10'-4"11'-4"1'-0"6'-0"
7'-4"2'-8"F2.0F2.0F2.58"FM06D-114'-4"15'-3"FM06D-1F2.51'-0"12'-4"11'-1"4'-7"FM11AD-1F2.54"7'-112"FM06D-1FM06D-1F2.52'-4"F2.0F2.06'-11
2"F2.55"14'-9"4'-0"CJF2.511'-8"7'-214"FM12D-1SIM.NOWALL-3-1/2"3'-0"26'-10"4'-0"9'-2"16'-2"FM12D-1SIM.NOWALL-3-1/2"31'-6"6"3'-0"3"4'-0"SIM.NOWALL-3-1/2"FM12D-16"4'-0"30'-6"9'-2"3'-0"FM14D-1SIM.NOWALL-3-1/2"FM12D-12'-5"4'-0"21'-7"9"3'-0"SIM. W 20" FOOTERSIM. W 20" FOOTERSIM. W 20" FOOTERSIM. W 20" FOOTERF2.5F2.5SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864S1.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' FOUNDATION PLANELEVATION 'A'
INDICATESFILLED CELLFROM FTG. TOBEAM w/ (1) #5BARTYP. BOND BEAM8" x 8" x 16" K.O.LINTEL BLOCKFILL w/ 3000 psiCONC. w/ (1) #5DIA. REBARMIN. 25"LAP (TYP.)SEE PLAN FOR STEPTYP. DOWEL25" MIN LAP(ACI530)SEE FOUNDATION PLAN FORFOOTING REQUIREMENTSSEE FOUNDATION PLANFOR LOCATION8" x 8" x 16"CMU U.N.O.STD. 90 DEGREECORNER FILLEDw/ 3000 psiGROUT w/ (1) #5DIA. REBARSTANDARD 90DEGREE HOOK (TYP.)10"HOOK(TYP.)PRECAST "U" LINTEL(S) FILLED SOLID W/3000 PSI GROUT (SEE LINTEL PLAN FORMINIMUM SIZE & REINFORCEMENT)PROVIDE SCREEN WHENBLOCK BELOW IS NOTREQUIRED TO BE FILLED.GROUT TO BEFLUSH WITH TOPOF WALLREBAR BOTH SIDESOF OPENING U.N.O.UPLIFT CONNECTORTYPICAL SEE PLANPROVIDE KNOCK-OUTBLOCK FOR FIRSTCOMPLETE CMU COURSEBELOW SILL & FILL SOLIDW/ (1) #5 BAR FOR ALLWINDOW OPENINGS 6'-2"AND LARGERBLOCK WALL REINFORCEMENTSCALE: 1/2" = 1'-0"MS01UNIT 1658UNIT 1776UNIT 1509UNIT 18368F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8RF14-1B/1T8RF14-1B/1T8F16-1B/1T8RF14-1B/1T8F16-1B/1T8RF14-1B/1T8F16-1B/1T8RF14-1B/1T8RF14-1B/1T8RF14-1B/1T8RF14-1B/1T8F20-1B/1T (MIN)8F20-1B/1T (MIN)8F20-1B/1T (MIN)8F20-1B/1T (MIN)8F16-1B/1T8F16-1B/1T8F16-1B/1T
8F16-1B/1T 8F16-1B/1T 8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F16-1B/1T8F12-1B/1T8F12-1B/1T8F12-1B/1T8F12-1B/1TSSEEEHRAOUORAPAAALQEONAABDCEBBBFHGEJKLAMDAA8F16-1B/1TQTY. OF #5REBAR ATTOPQTY. OF #5REBAR @ BOT.OF LINTEL CAVITYNOMINALWIDTHNOMINALHEIGHTF = FILLED WITHGROUT /U = UNFILLED R =RECESSEDMATERIALSGENERAL INSTALLATION NOTES+GENERAL CONCRETE LINTEL SCHEDULEAPPROVED LINTEL MANUFACTURERS:CASTE-CRETE, QUALITY AND LOTTS.GENERAL LINTEL NOTESTYPE DESIGNATION#5 REBAR ATBOTTOM OF LINTELCAVITY AS NOTEDBOTTOM REINF.PROVIDED INLINTEL (VARIES)1 OR 2 #5 REBARAT TOPMIN. (1) REQUIREDTOP KNOCK OUT/LINTEL BLOCKCOURSEGROUT1.AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLIDTO TIE BEAM.2.(1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV.MASONRY OPENINGS. U.N.O.3.ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSEDLINTELS TO HAVE MIN. 8" BEARING EA. END4.LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IFCONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN,DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVEDWITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLEDCONTACT EOR FOR APPROVAL.5.NOTE: ALL LINTEL DIMENSIONS SHOWN ARE "OVERALL" LINTEL LENGTHS.TYPICAL LINTEL DETAIL w/ DBL. REINF.SCALE = N.T.S.TYPICAL LINTEL DETAIL SCALE = N.T.S.1.f'c precast lintels = 3500 psi.2.f'c prestressed lintels = 6000 psi.3.Grouted per ASTM C476 f'g = 3000 psiw/ maximum 3/8" aggregate and 8" to11" slump.4.Concrete masonry units (CMU) perASTM C90 w/ minimum net areacompressive strength = 1900 psi.5.Rebar per ASTM A615 Grade 60.Prestressing strand per ASTM A416grade6.270 low relaxation. 7/32 wire perASTM A510.7.Mortar per ASTM C270 type M or S.1.Provide full mortar head and bed joints.2.Shore filled lintels as required.3.Installation of lintel must comply with the architectural and/orstructural drawings.4.U-Lintels are manufactured with 5-1/2" long notches at the ends toaccommodate vertical cell reinforcing and grouting.5.All lintels meet or exceed L/360 vertical deflection, except lintels17'-4" and longer with a nominal height of 8" meet or exceed L/180.6.Bottom field added rebar to be located at the bottom of the lintelcavity.7.7/32" diameter wire stirrups are welded to the bottom steel formechanical anchorage.8.Cast-in-place concrete may be provided in composite lintel in lieu ofconcrete masonry units.9.Safe load ratings based on rational design analysis per ACI 318 andACI 53010.Florida Product Approval No. 158.111.The exterior surface of lintels installed in exterior concrete masonrywalls shall have a coating of stucco applied in accordance withASTM C-926 or other approved coating/covering.12.Lintels loaded simultaneously with vertical (gravity and uplift) andhorizontal (lateral) loads should be checked for combine loadingwith the following equation:Applied vertical load Applied horizontal loadSafe vertical load Safe horizontal load< 1.02x BASE PLATEDOUBLE 2xTOP PLATETYP. BOND BEAM 8" x 8" x 16" K.O.LINTEL BLOCK FILL W/3000 P.S.I.CONC. W/1 #5 DIA. REBARSIMPSON SP4 W/(6) - 10d X 112SP6 OR SP8 FOR 2x6 AND 2x8 WALLS2"x #2 SYP/SPF P.T. W/ (3)1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSIONANCHORS OR (6) 3" X 1/4"TAPCONS OR (8) 2 7/8" HILTITIX-DNI NAILS8" C.M.U.INTERIOR BEARING WALLINTERIOR SHEARWALLEXTERIOR FRAME WALLTYP. FILLED CELL W/3000 P.S.I.CONC. W/1 #5 REBAR VERT.STANDARD HOOKS SEEMS05 FOR MORE INFOREQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)BAR SIZE"D""B" + "C""C""B""A""A""C"#3 = 2 12"#4 = 2 12"#5 = 2 12"#6 = 3"#7 = 3 12"LAP SPLICEEMBEDDEDSTANDARD 90° HOOKSTANDARD 180° HOOKGRADE 40BEND ØLENGTHLAP SPLICE"A""B""C""D"BAR SIZEGRADE 60LENGTHLAP SPLICE"A""B""C""D"1 7/8#3#3#4#5#6#72 1/23 1/83 3/44 3/84 1/45 5/878 1/169 13/167159 1/22011 3/425143016 1/235#3#3#4#5#6#74 1/45 5/878 1/169 13/162 1/433 3/44 1/25 1/49 1/41812 1/22415 1/23018 1/23621 3/4423/16" X 4"3/16" X 4"3/16" X 4"(1) 2X OR (2) 2X BUCKDETERMINED BYBUILDER1. TAPCONS TO BE 6" FROM ENDS AND 1/2" MIN. FROM EDGE OFBUCK FASTENING OF WINDOW TO BUCK RESPONSIBILITY OFWINDOW MANUFACTURER.2. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OREQUIVALENT , STRUCTURAL CONNECTION OF WINDOW TOSTRUCTURE TO BE BY OTHERS IN THIS CASE.3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TOEXISTING 2X BUCKED OPENING. USE (3) ROWS OF 10dX3" NAILSSTAGGERED @ 12" O.C. @ EA. END SUCCESSIVE BUCK.4. MIXING @ 1X AND 2X BUCKS SHALL BE PERMITTED FOR THESAME OPENING IF WINDOW MANUFACTURE AND PLANREQUIREMENTS (FASTENING) ARE MET.5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2XBUCK W/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO2X PER WINDOW MANUFACTURE SPECS.(2) 2X P.T.BUCKS W/1/2" O.S.B.BETWEENVARIES ATTACHMENT REQUIREMENTS 2 x 42 x 62 x 8SIZE TAPCONS# ROWSSPACING16" O.C.16" O.C.16" O.C.122F.C. EACHSIDE SEE#5 REBARPRECAST LINTELBEND Ø#5 VERTICAL BAR IN CELLFILLED SOLID W/ GROUTPRECAST LINTELS FILLED W/ GROUT& REINFORCED PER PLAN (W/ MAX.REACTION AT MITER BEARING END <1000lbs)MITER LINTELS BY FIELDCUTTING#5 BAR W/ STD. 90 deg. HOOK INSIDE &OUTSIDE OF VERTICAL #5 AS SHOWN8"25" MIN.8"25" MIN.2x BUCK DETAILSCALE: 1/2" = 1'-0"MS11REBAR SPLICE DETAILSCALE: 1/2" = 1'-0"MS05FRAME (EXT./BRG./SHEAR) WALLTO MASONRY CONNECTIONSCALE: 1/2" = 1'-0"MS03MITER LINTEL DETAILSCALE: 1/2" = 1'-0"MS13SEE PLANT/WALLSEE NOTE11.GROUT TOP (3) COURSES SOLIDNOTES:2x8 SYP # 2 STUDS @12" O.C. w/ SIMPSONSPH8 TIES EACHSTUD w/ (12) 10d x1-1/2" TO STUD ORSP1 & SP2 T&BDBL 2x8 SYP#2 P.T.BASE PLATE w/ 1/2"EPOXY ANCHOR OR1/2" JBOLT w/ MIN.7" EMBEDMENT @32" O.C. AND 6"FROM EA. ENDSTRUCTURAL SHEATHINGATTACHED PER TB13/D2FILLED CELL SPACING,SEE PLAN.(3) 8" x 16" KNOCKOUTCOURSE w/(1)-#5 CONT. EA.COURSE1" COVER(3) 8" x 16" KNOCKOUTCOURSE w/(2)-#5 CONT.EA. COURSE(SEE WF3A FOR ALLOTHER NOTES)WALL SPLICE DETAILSCALE: 1/2" = 1'-0"WF3AWALL SPLICE DETAILSCALE: 1/2" = 1'-0"WF3BOF OPENING2 X 4 P.T. TOP BUCKL2 X 6 P.T. BUCK EACHSIDE OF OPENINGPROVIDE (5) 3/8" DIA. J-BOLT W/ 5-1/2"EMBEDMENT AT EACH DOOR BRACKET,EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16"THICK WASHER W/ EACH ANCHOR. (1st BOLTTO BE 8" MAX. ABV. CURB, REST EQUALLYSPACED APPROXIMATELY 24" O.C.)**DOOR AND CONNECTION PER GARAGE DOORMANUFACTURER. TYP. GARAGE DOOR3/8" DIA. ANCHORC6"START BOLTS AFTERGARAGE CURB (8" MAX.)2 X 6 X 12 P.T.CENTER BUCKFILLED CELL W/ (2) #5VERTICALS (SEEFOUNDATION PLANFOR MORE INFO.(5) 3/8" DIA. x 8""J" BOLTSCONT. WOOD TRIM2"x6" P.T.WOOD JAMB112"TRACK MOUNTING DETAILSEE PLAN FOR TOP OF WALL AND LINTEL INFOINDICATESFILLED CELLFROM FTG. TOBEAM w/ (1) #5TYP. DOWEL25" MIN LAP8" x 8" x 16"CMU U.N.O.SECT. O.H. GARAGE INSTALLSCALE: 1/2" = 1'-0"MS12FILLED SOLID W/ 3000 PSI GROUTBLOCK WALL REINFORCEMENTSCALE: 1/2" = 1'-0"MS01SCALE:NTSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864S2.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'SCALE:NTSLINTEL PLAN LINTEL PLAN AND SCHEDULE
W.D.W.D.DWW.D.AHUW.D.UNIT 1658UNIT 1776UNIT 1509UNIT 1836150'-0"40'-0"35'-0"35'-0"40'-0"22'-8"17'-4"13'-4"10'-0"11'-8"13'-8"10'-0"11'-4"12'-0"28'-0"65'-0"57'-0"8'-0"COMP.COMP.COMP.COMP.65'-0"150'-0"40'-0"35'-0"35'-0"40'-0"20'-8"6'-8"12'-8"20'-0"4'-4"10'-8"15'-0"20'-0"11'-8"7'-0"21'-4"10'-0"
8'-0"
12'-6"11'-8"8"8"17'-9"
11'-5"6'-4"
6'-1"
4'-0"4'-8"
20'-4"14'-0"6'-4"8'-8"
11'-8"3'-8"10'-0"4'-1012"ENTRYBEDROOM 2GARAGELANAIMASTER BEDROOMBEDROOM 3MASTER BATHGREAT ROOMKITCHENFOYERBA 2LAUNDRYBEDROOM 4BA 3RANGE
REFWCLAV
AHUSHOWER/ TUBSHOWER/ TUBWC
LAV
SINKWC
LAV
3'-8"7'-0"15'-0"MASTER SUITEBEDROOM 3GREAT ROOMKITCHENRANGE
REFBATHBEDROOM 2LAUNDRYFOYERLAVWCDWSINKSHOWER/TUBGARAGEFLEX/OFFICEFOYERMASTER BEDROOMBEDROOM 3FAMILY ROOMBEDROOM 2WCSHOWER
/TUBMASTER BATHRANGE
SINK
KITCHENBA 2DININGREF
LAUNDRYENTRY GREAT ROOMLANAIMASTER BEDROOMBEDROOM 2MASTER BATHFOYERBA 2KITCHENFLEX/OFFICEBEDROOM 3GARAGELAVLAV
LAVLAV
WCLAVWCAHULAVLAVLAVLAVWCWCSHOWER/TUB SINKELECT.METERHBHBHBHBW.I.C.W.I.C.W.I.C.W.I.C.HBHBHBRANGE8115333333331111113111778333333313ROOF GTROOF GT
ROOF GTH4 HBREFAHU
W.D.DWDW LANAILANAIGARAGEENTRYMASTER BATHENTRYBW2C2C9
C8WS01D-3TYP.MS03S2.0MS03S2.0MS03S2.0MS03S2.0MS03S2.0MS03S2.0MS03S2.011FW19FP-1FW19FP-1FW19FP-1BW2BW9 H4MS03S2.0MS03S2.0BW2C8H4BW32x6
BW3
2x6
BW3
2x61S4.0BW9
BW9
2x6
BW2H5BW2MS03S2.0MS03S2.0BW2H4C4MS03S2.0MS03S2.0MS03S2.0FW11FP-1BW2BW2WS01D-3TYP.WS01D-3TYP.11MS03S2.0MS03S2.0MS03S2.011ROOF GT
ROOF GT
ROOF GT
MS03S2.0BW2 H4H4H4MS03S2.0BW9ELECT.METERC82x6
WALL TYPES LEGENDMasonryFraming2x Framing2x Interior Bearing WallFrame Wall Located Below 48" A.F.F. w/ Cap8'-0" T.O.M. (CMU wall)SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864S3.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' STRUCTURAL PLANELEVATION 'A'PLAN KEY NOTES1INTEGRATE WALL TOGETHER w/ EITHER DOUBLEWYTH 9 GA HORIZONTAL JOINT REF. @ 16" O.C.VERTICALLY OR BY ROTATING BLOCK EVERYOTHER COURSE.
GE01D-2P03
P03
P04
P03
P03
P03
P03
P03P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P03
P05
P03P03P03P03P03P03P03P03P03
MV13MV08MV03MV02MV01
MV12
MV11
MV10
MV09MV06MV05MV07MV04 P03
P03
P02
P01
E7E7E7E7E7E7E7E7E7E7E7E7E7E7E7E7E7E7E7C5
C3
C1
C5C3C1H
7
A54
A55
A56
A57
A58
A59
A60
A61
A62
A63
A64
A65
P03P02P01E7E7E7E7E7E7E7E7VE7VE7VE7VE7V E7VE7VE7VE7VE7VE7VE7C5C3C1C5C3C1H7A11A10A09A08A07A06A05A04A03A02A01
E24E24C1
C1H24FW05
FW04
FW03
FW03
FW02FW01AG1E38C3C1C3C1H38
E4
E4
E4E
E4
E4
E4
C3C1C3
C1
H4B10B09B08B11EG5E52E52B06B05B04B07B03B03B03B03B03B02B02B02B02B02B01B15B15B15B15B15B14B14B14B14B14B13B12B06B05B04A35
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GE01D-2GE01D-2GE01D-2UNIT 1658UNIT 1776UNIT 1509UNIT 183622x54 ATTICACCESS22x54 ATTIC
ACCESS
22x54 ATTICACCESS22x54 ATTICACCESSFW12FP-1FW12FP-1FW12FP-1MMMMMA@24"O.C.AFFF.1A@24"O.C.A@24"O.C.FAFAAFF.1CMMFFEMTB14D-3TB14D-3TB14D-3WS01D-3TYP.1MMFF.1WS01D-3TYP.AMFCCA@24"O.C.ATYP.U.N.O.FW19FP-1FW19FP-1FW19FP-1FW11FP-1A@24"O.C.F.1FMMLVL BEAM (SEE PLAN)CANTILEVER 4" BEYOND COLUMNSIMPSON CCQ46SDS2.5TRUSS TO HEADER CONNECTIONSCALE: 1/2" = 1'-0"1B11 ROOF GIRDER (3 PLY)(2) SIMPSON HTT5w/ (26) 0.162" x 2-1/2" NAILSw/ 5/8" A.B. & WASHERSPL POST (SEE PLAN)RSH12e2raaaa
a3e3e2n2n3r3ra=4ft1a3312e2e2r2raaaaa
a=4ftHIP ROOF >20 TO 45 DEG.[4:12]-[12:12]GABLE ROOF > 20 TO 45 DEG.[4:12]-[12:12]EFFECTIVE WINDAREA(SQ FEET)WIND PRESSURE AND SUCTION (PSF)(+) VALUE DENOTES PRESSURE(-) VALUE DENOTES SUCTIONENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURESAND SUCTIONS FOR MEAN ROOF HEIGHT ≤ 25 ftWIND SPEED (ULTIMATE)EXPOSURE CATEGORYWIND SPEED (ALLOWABLE)NOTE:1.PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS2.WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITHASTM F1667 RSRS-03 10d (2½” x 0.131”) NAILS OR ASTM F1667 RSRS-04 (3” x .120”) NAILS3.GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C FIRST 4BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILINGSCHEDULE.ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):AREAROOFHIPGABLE10123.9 MPH160.0 MPHCZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.C IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.C IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.C IN FIELDROOF SHEATHING:SHINGLE: 1932" EXP. 1 (4020)TILE: 1932" EXP. 1 (4020)12e2n2r33e3r-49.98-68.93-68.93-68.93-102.64-79.64-79.64-79.64-49.95-49.95SCALE:3/16" = 1'Sheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864S4.03000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A' ROOF FRAMING PLANELEVATION 'A'
8"XXXX2'-0"8"4"1'-4"2'-0"8"8"4"1'-4"P.T. BOTTOM PL. (1) #5 BAR CONT.SEE BEARING WALLSCHEDULE FOR A.B.REQUIREMENTVARIES T/SLABGARAGE(3) #5 CONT. ON CHAIRSw/ MIN. 3" COVERXXXFRAME PARTY WALLREFER TO FW19/FP-1FOR MORE INFOP.T. BOTTOM PL.FRAME PARTY WALLREFER TO FW19/FP-1FOR MORE INFOSEE BEARING WALLSCHEDULE FOR A.B.REQUIREMENT4" CONCRETE SLAB SEEPLAN FOR MORE INFOCLEAN COMPACTED FILLFM29PARTY WALL FOOTINGSCALE: 1/2" = 1'-0"FM28PARTY WALL FOOTING w/ CURBSCALE: 1/2" = 1'-0"(3) #5 CONT. ON CHAIRSw/ MIN. 3" COVERCLEAN COMPACTED FILL4" CONCRETE SLAB SEEPLAN FOR MORE INFO20" WHEN NOTEDGRADE8"MIN.8"MIN.PAVERS (TYP.)12"MIN.SLOPEXX1/8" SAWCUT x 1/4SLAB THICKNESSWHERE SHOWN ONFOUNDATION PLANW.W.F. PLACED INUPPER 1/3 OF SLABOR FIBERMESHREINF. SEE PLAN.SEEPLAN 8"8"F.F.REINF. SEE PLANxxxxxx2"16"2"(2) #5 REBAR2 STORY: 20" WIDEw/ (3) #5 CONT.REINF. SEEPLAN2x BRG. WALL. SEEFLOOR PLAN FORMORE INFO12"STEP-SEE PLANxREINF. SEE PLAN8"4"xxxSEE PLAN(2) #5 CONT.(2) #5 BENTBARS w/ MIN 25"LAP SPLICE16"MIN.MIN. 8" OR16" MAX STEPSEE TYP.SEC.SEE TYP.SEC.(2) #5 CONT.#5 CONT. REINF. SEEFOUNDATION FORQUANTITY#5 x 25" x 25" CORNERBAR ONE FOR EACHHORIZ REBAR, TYP.U.N.O.ALT: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BYCOLD BENDING THE BAR WITH MIN. BAR LAP OF 25"SEE CHARTABOVE3"SLAB ORGRADE0'-0" TO 2'-8"HEIGHTFOUNDATION SIZEW X DFTG. REINF.DOWEL SPACING2'-0" X 1'-0"(3) #5'S CONT.#5 @ 72" O.C.SITE WALL SCHEDULE> 2'-8 TO 5'-0"> 5'-0" TO 7'-0"3'-0" X 1'-0"3'-4" X 1'-0"(4) #5'S CONT.(5) #5'S CONT.NOTE:SEE GENERAL STEMWALL NOTE #6 IF WALLIS @ POOL OR WATERLOCATIONS3">7'-0" TO 8'-0"4'-0" X 1'-4"(5) #5'S CONT.  @ 24" O.C.#5 @ 48" O.C.#5 @ 24" O.C.#5 TRANSV. @ 32" OCMASONRY CONTROL JOINT DETAILSCALE: N.T.S.SASH BLOCKPRE-FORMED PVC CONTROLJOINT BY DUR-O-WAL DA2004OR OTHER APPROVEDMATERIAL(1) #5 CONT. IN SOLIDGROUTED KNOCK-OUTCOURSEVERTICAL REBAR W/MATCHING DOWELS(SEE CHART ABOVEFOR SIZE & SPACING)(MAINTAIN MIN. 30" LAPSPLICE)(SEE CHARTABOVE FORREINFORCEMENTINFO.) BOT. REINF.CONT.BACKER ROD &CAULKINGFILLED CELL EACHSIDE OF JOINTSEE CHART ABOVE
SEE CHART
ABOVE
8"
MIN.TOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATIONPLUMBING LINEPVC OR SCH40SLEEVETOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATION6"
MIN.PLUMBING LINEPVC OR SCH40SLEEVETOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATIONPIPE VERTICAL TO FND.PIPE PERPENDICULAR TO FND.PVC OR SCH40SLEEVENOTE:SEE FOUNDATIONPLAN FOR SIZE ANDREINFORCEMENTREQUIREMENTSxxxx4"16"4"12"(2) #5 REBARREINF. SEEPLAN2x BRG. WALL. SEEFLOOR PLAN FORMORE INFO2 STORY: 20" x 20"w/ (3) #5 CONT.#5 CONT.#4 BAR @ 48" O.C W/ MIN.32" BEND INTO SLAB(3) #5 REBAR2X BEARING WALL (SEEFLOOR PLAN)SEE PLAN FOR STAIR INFO. IFCONCRETE STAIRS AREFORMED & POURED, PROVIDE(1) #5 @ EACH STEP2'-6"1'-6"1'-0"SEE CHARTABOVExxx2"16"2"(2) #5 REBAR2 STORY: 20" WIDEw/ (3) #5 CONT.REINF. SEEPLAN12"STEP-SEE PLANxCMU WALL(1) #5 REBARCONT.1-1/2"1/2" REVEALBASE5/8" DRYWALLFM24xxx1'-4"2 STORY: 20" x 20"w/ (3) #5 CONT.(2) #5 REBARREINF. SEEPLANF.F.STEP DOWNPER PLAN12" MIN.CONT. FOOTING STEEL(SEE DETAIL)COLUMN ANDGRADEPAD REINFORCEMENT(SEE SCHEDULE)LCPAD FOOTING3" MIN. CLEARANCECL3 1/2"(min.)
- 4"FOOTING WIDTHSEE SCHEDULE3"
MIN.
CLEARANCE
FOOTING
DEPTH
SEE
CHEDULE
8"
MIN.FOOTING BEYONDWOOD COL & BASECONN. PER PLANSEE PLAN(4" MIN.)FM20CONTROL JOINT DTLSCALE: N.T.S.FM23TYP. FND. PENETRATIONSSCALE: N.T.S.FM03THICKENED EDGESCALE: 1/2" = 1'-0"FM11STEP DOWN BRG.SCALE: 1/2" = 1'-0"FM12STEP DOWN NON BRGSCALE: 1/2" = 1'-0"FM18SCALE: 1/2" = 1'-0"FM19TYP. CORNER BAR DTL.SCALE: 1/2" = 1'-0"FM10INT. BRG WALLSCALE: 1/2" = 1'-0"FM25SCALE: 1/2" = 1'-0"CMU HALF WALLLARGE STEP DOWNFM26SCALE: 1/2" = 1'-0"20" MIN.FRONT WALL OFGARAGEGAR. FIN. FLR.112" CONCRETE RECESSGRAVEL BASE W/ PAVERS7"FM09N.T.S.SLAB RECESS AT OVERHEADGARAGE DOOR20" MIN.FRONT WALL OFGARAGEGAR. FIN. FLR.DRIVE WAYRECESSED 1 1/2"7"W/ PAVER DRIVE WAYW/ CONCRETE DRIVE WAYFM05INTERIOR CMU BEARING WALLSCALE: 1/2" = 1'-0"*
*
*
*
*4"24"4"1'-8"(3) #5 REBARREINF. SEE PLANCMU BLOCK WALL.SEE FLOOR PLANFOR MORE INFO#5 DOWEL1'-4"FM22SCALE: 1/2" = 1'-0"RAISED PORCH FOOTING(3) #5 REBARxxxx
REINF. SEEPLAN20"61
2"12"
MIN.
20"(2) #5 REBAR16"20"xxxx 4"OPTIONAL CURBFOR MAS. @ ELEV.0'-0" w/ (1) #5 BARCONT.2 STORY: 20" x 20"w/ (3) #5 CONT.SLOPPED GROUTTO DRAINREINF. SEEPLANMUDDED FLOORSLOPED TODRAINSEE PLANFOR STEPREINF. SEE PLAN12" EXPANSION JOINTSEE PLAN FOR ELEV.PROVIDE RECESS STEPDOWN PER MANUF. SPEC'SxxSEE FM01 @ 1 STORYOR FM08 @ 2 STORYFM082-STORY FTG.SCALE: 1/2" = 1'-0"FM14SECTION @ SHOWERSCALE: 1/2" = 1'-0"FM17COLUMN PAD FTG. - MONOSCALE: 1/2" = 1'-0"GRADE(2) #5 REBAR8"12"MIN16"20"F.F.xxxx REINF. SEEPLANFM01SINGLE STORY FTGSCALE: 1/2" = 1'-0"(2) #5 REBAR16"20"F.F.xxxx REINF. SEEPLANVARIES 8"OPTIONAL CURB FOR MAS. @ELEV. 0'-0" w/ (1) #5 BAR CONT.2 STORY: 20" x 20"w/ (3) #5 CONT.FM02SECTION @ GARAGESCALE: 1/2" = 1'-0"8"
1'-0"
MIN.
1'-8"REINF. SEE PLANxxxGRADEPIPE PERPENDICULAR TO FND.FM15N.T.S.S.G.D. SILL DETAIL AT FOOTING(2) #5 REBAR1'-0"
12"
MIN16"20"F.F.xxxxREINF. SEEPLANGRADEDASH LINE FOR FORMED& POURED CONCRETESTEP W/(1)#5 BAR ATTOP. EXTEND FOOTINGTO SUPPORT CONCRETESTOPS.2 STORY: 20" WIDEW/ (2) - #5 CONT.8"(2) #5 REBAR - 1-STORY5 1
4"
5 1
4"8"EXPANSIONTOOLED CONTROLJOINT4" CONC.DRIVEWAY w/6" @ APRONTHICKENED EDGETYP. STEPFOOTING DETAILFM21SCALE: 1/2" = 1'-0"SECTION @ SHOWER / GARAGEFM06EXT. DOOR SILLSCALE: 1/2" = 1'-0"1.5" RECESS FORFOR CMU WALL1.5" RECESS FORFOR CMU WALLRECESS PERDOOR MANUF.SPECS.FM11ASTEP DOWN BRG.SCALE: 1/2" = 1'-0"GRADE8"MIN.8"MIN.PAVERS (TYP.)12"MIN.SLOPEXX1/8" SAWCUT x 1/4SLAB THICKNESSWHERE SHOWN ONFOUNDATION PLANW.W.F. PLACED INUPPER 1/3 OF SLABOR FIBERMESHREINF. SEE PLAN.SEEPLAN 8"8"F.F.REINF. SEE PLANxxxxxx2"16"2"(2) #5 REBAR2 STORY: 20" WIDEw/ (3) #5 CONT.REINF. SEEPLAN2x BRG. WALL. SEEFLOOR PLAN FORMORE INFO12"STEP-SEE PLANxREINF. SEE PLAN8"4"xxxSEE PLAN(2) #5 CONT.(2) #5 BENTBARS w/ MIN 25"LAP SPLICE16"MIN.MIN. 8" OR16" MAX STEPSEE TYP.SEC.SEE TYP.SEC.(2) #5 CONT.#5 CONT. REINF. SEEFOUNDATION FORQUANTITY#5 x 25" x 25" CORNERBAR ONE FOR EACHHORIZ REBAR, TYP.U.N.O.ALT: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BYCOLD BENDING THE BAR WITH MIN. BAR LAP OF 25"SEE CHARTABOVE3"SLAB ORGRADE0'-0" TO 2'-8"HEIGHTFOUNDATION SIZEW X DFTG. REINF.DOWEL SPACING2'-0" X 1'-0"(3) #5'S CONT.#5 @ 72" O.C.SITE WALL SCHEDULE> 2'-8 TO 5'-0"> 5'-0" TO 7'-0"3'-0" X 1'-0"3'-4" X 1'-0"(4) #5'S CONT.(5) #5'S CONT.NOTE:SEE GENERAL STEMWALL NOTE #6 IF WALLIS @ POOL OR WATERLOCATIONS3">7'-0" TO 8'-0"4'-0" X 1'-4"(5) #5'S CONT.  @ 24" O.C.#5 @ 48" O.C.#5 @ 24" O.C.#5 TRANSV. @ 32" OCMASONRY CONTROL JOINT DETAILSCALE: N.T.S.SASH BLOCKPRE-FORMED PVC CONTROLJOINT BY DUR-O-WAL DA2004OR OTHER APPROVEDMATERIAL(1) #5 CONT. IN SOLIDGROUTED KNOCK-OUTCOURSEVERTICAL REBAR W/MATCHING DOWELS(SEE CHART ABOVEFOR SIZE & SPACING)(MAINTAIN MIN. 30" LAPSPLICE)(SEE CHARTABOVE FORREINFORCEMENTINFO.) BOT. REINF.CONT.BACKER ROD &CAULKINGFILLED CELL EACHSIDE OF JOINTSEE CHART ABOVE
SEE CHART
ABOVE
8"
MIN.TOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATIONPLUMBING LINEPVC OR SCH40SLEEVETOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATION6"
MIN.PLUMBING LINEPVC OR SCH40SLEEVETOP (2) #5's x 4'-0"CENTERED @ PIPEPENETRATIONPIPE VERTICAL TO FND.PIPE PERPENDICULAR TO FND.PVC OR SCH40SLEEVENOTE:SEE FOUNDATIONPLAN FOR SIZE ANDREINFORCEMENTREQUIREMENTSxxxx4"16"4"12"(2) #5 REBARREINF. SEEPLAN2x BRG. WALL. SEEFLOOR PLAN FORMORE INFO2 STORY: 20" x 20"w/ (3) #5 CONT.#5 CONT.#4 BAR @ 48" O.C W/ MIN.32" BEND INTO SLAB(3) #5 REBAR2X BEARING WALL (SEEFLOOR PLAN)SEE PLAN FOR STAIR INFO. IFCONCRETE STAIRS AREFORMED & POURED, PROVIDE(1) #5 @ EACH STEP2'-6"1'-6"1'-0"SEE CHARTABOVExxx2"16"2"(2) #5 REBAR2 STORY: 20" WIDEw/ (3) #5 CONT.REINF. SEEPLAN12"STEP-SEE PLANxCMU WALL(1) #5 REBARCONT.1-1/2"1/2" REVEALBASE5/8" DRYWALLVARIES SEEPLAN31
2" OR 51
2",
SEE FND PLAN
VARIES SEE
PLAN8"#5 REBARCMUTOP OF SLAB4" DIA. CONCRETEFILLED SCH40 STEELPIPE.LOCATION OF BARRIER TO BE 1'-0" IN FRONTOF MECH. OR APP. WHEN REQUIRED14" MIN. DIAMETERCONCRETEFOOTING3'-0"
MIN.
1'-0"
MIN.
1'-0"
MIN.PROTECTION BARRIER DETAILSSCALE: 1/2" = 1'-0"TOP OF SLAB3'-0"
MIN.
1'-0"
MIN.
2"4"1'-4"4"1"RECESS PLATE BELOWTOP OF SLABANCHOR BOLT SET INHIGH STRENGTHEPOXYEQ.EQ.4" DIA. CONCRETEFILLED SCH40 STEELPIPE.DETAILSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864D-13000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'
MINIMUM 2x4CROSSBRACING (SEE PLANFOR LOCATION)(3) - 12d PER JOINTCONTINUOUSBOTTOM CHORDBRACING 2x4 MIN.≤45°CONTINUOUS LATERAL BRACING NAILOVER X-BRACE AS SHOWN-INSTALLBLKG. ATTRUSS WEBS FOR NAILINGX-BRACING - 2x4 SPF OR SYP W/(3) - 16d NAILS @ EACH TRUSSWEBBLOCKING*DIAGONAL SPACED AT 20'-0" O.C. MAX. SAME SPACING ASBOTTOM CHORD LATERAL BRACINGPROVIDE 2x4 MIN. BLOCKING ATCENTER LINE OF HIP/RIDGE, TYP.BETWEEN TRUSSES w/ (2) 12d NAILSEACH END TO TRUSS TOP CHORDSECT. A-ASEE PLANROOF SHEATHINGAA(2) 12d NAILS AT 12" O.C. MAXADD MIN 2x4 ALONGSIDE TOP CHORDWHEN REQ'D TO PREVENT PLYWOODSPAN FROM EXCEEDING MAX 24"SPAN (EITHER SIDE OF BOTH IF REQ'D)G.T.HIP G.T.JACKTRUSSESMINIMUM 2x4 SPF ORSYP TRUSS BRACINGMINIMUM (3) 12dNAILS PER JOINT*SPACED AT 15'-0"MAXPRE-ENGINEEREDWOOD TRUSSESOVERLAP TRUSS BRACINGAT LEAST ONE TRUSS SPACE6" OVERLAP1.WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHINGIS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSSCONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES INANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.2.ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSSMANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.3.ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2)- 16d NAILS AT EACH TRUSS INTERSECTION.4.ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOMCHORD OF THE TRUSS.5.PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS.CONV. FRAMED RIDGE MAY BE NAILED W/MIN. (4)- 12d WHEN IT LANDS NEXT TOPRE-ENG TRUSSCONT. ROOF SHEATHING AT TRUSSTOP CHORD AT ALL HAND FRAMEDAREAS TYP.2x8 BLKING. NAILED @ EACH SIDE W/ (3)12d NAILS WHEN REQUIRED W/ (2)MTS12'SVERTICAL SCAB 2x6 #2 SPF 48" O.C.W/ (4) 12d TOP & BOTTOM OR H5 ORHCLR/LL IN PLACE OF (4) 10dTYP. HAND FRAMING ABOVE TRUSS 2x4STUDS & PLATES AT 2'-0" O.C. EACHDIRECTION TYP. U.N.O.COLLAR TIE EVERY 3rd RAFTER2x4 SPF (BEVEL CUTS OPTIONAL)W/ (2) #7x3-1/2" WOOD SCREW EACHTRUSS OR H5 @ 48" O.C.CONC. MASONRY STEEL ORWOOD SUPPORTWOOD TRUSS*2x8 #2 SYP RIDGE BEAM** 2x6 RAFTERS @ 2'-0" O.C. MAX. W/ (3) 10dCOMMON TOENAILS TO RIDGE BEAMTRUSS2x4 AS SHOWN ALTERNATEDIRECTION(2)- 12d NAILS TO EA. TRUSSDOUBLE TOP PLATEPLYWOODDOUBLE TOP PLATE2x STUD WALL SEE PLANTRUSSBLOCKING SEESECTION B-BTRUSS NOTES:12d12dPRE-ENG. TRUSS12d12d12d12d12d12d12d12d12d12d12d12d***TBBBCBDBDIAGONAL AT 8'-0" MAX2x4 CONT. AT T & BCHORD3 TO 4 TRUSS SPACESA-A ALTERNATE BLOCKINGDETAIL @ INTERIOR BEARINGSECTION B-BSEE PLAN FOR CONNECTION2X4 BLOCKING BETWEENTRUSSES W/ (2) 12d NAILS @EACH END, CONT EACH BAY2 1
2"6"6"1"1"3 1
2"8"8"
8"8"112"112"212"112"112"3 1
2"(2) 2 x 4LAMINATIONS W/ (1)ROW OFSTAGGERED 10dCOMMON WIRENAILS(D = 0.148", L= 3") OREQUAL(3) 2 x 6 LAMINATIONSW/ (2)ROWS OFSTAGGERED 16dCOMMON WIRE NAILS(ONE INTO EACHOUTSIDE FACE)(D = 0.162", L= 3-1/2")OR EQUALNOTES:1.ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN.2.ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION3.FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWNFOR 3-PLY)4.REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO.(3) 2 x 4 LAMINATIONSW/ (2)ROWS OFSTAGGERED 16dCOMMON WIRE NAILS(ONE INTO EACHOUTSIDE FACE)(D = 0.162", L= 3-1/2")OR EQUALMIN 2x4 BLOCKINGBETWEEN TRUSSESMIN 2x4 BLOCKINGBETWEEN TRUSSESALTERNATING BLOCKING2X4 P.T. BLOCKING BETWEENTRUSSES W/ (2)-12d NAILS @EACH ENDSEE PLAN FOR WALL TYPE.TYP. WOOD TRUSS BLOCKING @RAISED HEELPLYWOOD ROOF SHEATHINGPLYWOOD SHEATHINGCROSS BRACING DETAIL (TYP)SCALE: 1/2" = 1'-0"TB01CROSS BRACING DETAIL (TYP)SCALE: 1/2" = 1'-0"TB02HIP/RIDGE BLOCKING DETAILSCALE: 1/2" = 1'-0"TB03TRUSS BRACINGOVERLAP DETAIL (TYP)SCALE: 1/2" = 1'-0"TB04BLOCKING/CONV. FRAME DETAILSSCALE: 1/2" = 1'-0"TB06STANDARD NAILING FORBUILT-UP COLUMNSSCALE: 1/2" = 1'-0"WF37SIMPSON HUC410BUCKET SEE ROOF PLANFOR MORE INFOSEE ROOF PLAN FOR BEAMSIZE & CONNECTION INFOSEE FLOOR PLAN FORCOLUMN SIZE & BASECONNECTION INFO1/2" OSB FLITCH PLATEREQ'D ONLY WHENINDICATED ON BEAMSCHEDULE/PLANSEE PLAN FORTOP OF BEAMSEE FOUNDATIONPLAN FOR MOREINFOSEE FLOOR PLAN FORCOLUMN SIZE & BASECONNECTION INFOOPTION AOPTION BAACOMMON BEAM ATTACHMENTSCALE: 1/2" = 1'-0"CD11SEE ROOF PLAN FORBEAM SIZE &CONNECTION INFO.COMMON BEAM TO POST ATTACHMENTA(2) SIMPSON HTS20 COLUMNTO FLOOR SYSTEM BELOWFLOOR SYSTEM OR BEAM,SEE PLAN FOR MORE INFOPOST ABOVECOLUMNOVER BEAMSCALE: 1/2" = 1'-0"CD19ALT TRUSS DIRECTION12d
12d
12d
12d
12d12d
12d
12d2x P.T. BASEPLATE w/ 1/2" A.B.@ 32" O.C.SEE FOUNDATIONPLAN FOR MOREINFO.SEE PLAN FORBRG WALL INFO.(4) 16d NAILS2x4 BLOCKING @48" O.C. w/ (2) 12dNAILS @ EACHENDFLOOR TRUSS @24" O.C.STRUCTURAL SHEATHINGATTACHED PRE NAILING SCHEDULE(4) 16d NAILS2x4 CROSSBRACING @ 48"O.C.SIMPSON A35 @48" O.C.DOUBLE 2x TOPPLATEFLOOR TRUSS @24" O.C.STRUCTURALSHEATHINGATTACHED PRENAILINGSCHEDULENON-BEARING CLOSURE WALL FRAMINGSCALE: 1/2" = 1'-0"WF56BFCDOPENINGCEFLOOR SYSTEMA3/8"3/4"3/8"1/2"1/2"1/2""S" = NAILSPACING2x4 P.T. BASE PLATEBEYOND SEE PLAN15/32" OSB EXPOSURE 1SHEATHING(2)- 2x TOP PLATE BEYONDWALL SHEATHINGSOLID SHEET
INSTALLED
RIP PIECE
OF
SHEATHING
SOLID SHEET
INSTALLED2x STUDS BEYOND.SEE PLANSOLID 2x BLOCKING@ ALL SHEATHINGEDGES(SEE SECTION X-X)G2x RIBBON OR BLOCKINGBETWEEN FLOOR SYSTEMS(IF 2 STORY FULL
SHEET STARTED
FROM BOTTOM
OF FLOOR
TRUSS)SSWALL ELEVATION DIAGRAMHORIZONTALVERTICALSINGLE NAIL EDGE SPACINGDOUBLE NAIL EDGE SPACINGDPROVIDE BLOCKING AS REQUIRED PERSECTION X-X IF NOTFULL HEIGHT SHEETxxAT ALL PANEL BLOCKINGLOCATIONS SHALL BE MIN2 X 4 #2 SPF TURNEDVERTICAL W/ 7/16" FLITCHPLATE TO W/ (2) 12dTOENAILS EA. END. NAILFLITCH PLATE TOVERTICAL W/ (4) 8d NAILS(2) 8d NAILS @ 3" O.C.STAGGERED FORSHEATHINGSECTION X-XVERTICAL BLOCKING15/32" OSBEXPOSURE 1SHEATHINGTB13WALL SHEATHING INSTALL & NAILING SCHEDULESCALE: N.T.S.REV. FBC 7TH ED. 2020EABCDFSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.w/ 8d COMMON NAIL. NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL.NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL.PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8dCOMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BEATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 18"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND ENDJOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOTPENETRATE SURFACE MORE THAN 18".G(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IFGABLE END.NOTE:8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2".DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATESURFACE MORE THAN 18"GE01GABLE END BRACESCALE: 3/4" = 1'-0"4 BAYSIF > 9" 2X4 #2SYP BLOCKING@ 16" O.C.2x4 SYP OR SPF BLOCKINGBETWEEN TRUSSES @ 48"O.C. MAX. FASTEN TO EA.TRUSS w/ 3-12d NAILS EA.END8d NAILS @ 4" O.C.2x4 SYP OR SPF CROSSBRACE APPROX. 8" FROMRIDGE THEN 48" O.C. AFTER.NAIL w/ 3-12d @ EACH END &@ CROSSING AT 45° ANGLE.(NOT REQ'D WHEN GABLE IS4'-1" OR SHORTER)FASTEN (1) SIMPSON HGA10 BRACECONNECTOR FROM DIAGONALBRACE TO BLOCK/PLATECONT 2x4 SYP OR SPFSPANNING (4) TRUSSBAYS (8'-0") NAILED w/3-12d TO CHORD (MIN 1ST4 BAYS)WALL AND ROOFSHEATHING, SEETB13/D2 FORSPECIFICATIONS2x4 SYP L BRACE FORGABLES 3'-0" TO 5'-11"TALL.2x6 SYP L BRACE FORGABLES 6'-0" ANDTALLER.ATTACH L BRACE w/12d NAILS @ 4" O.C.GABLE TRUSS12" LONG 2x4 #2 SYPBLOCK AT BRACELOCATION. FASTEN TOSILL PLATE w/ 10d @ 3"O.C.NAIL GABLE TRUSSTO TOP PLATE w/16d NAILS @ 4" O.C.12"x8" ANCHOR BOLTAT 48" O.C. MIN.KNOCK OUTCOURSEMASONRY WALL2x8 P.T. PLATE@ WOOD FRAMED WALL@ DUTCH GABLEROOF SHEATHING, SEETB13/D2 FOR ATTACHMENTOVER JACK TRUSSES, SEEPLAN.2x4 BLOCKING w/2-12d TOENAILSNAIL TOP OF "T" TOGABLE TRUSS w. 2-12dAND 1-SIMPSON H8 w/10Dx1 12" NAILSFASTEN (1) SIMPSON HGA10 @ 48"O.C. w/ 8-14"x112" SDS WOOD SCREWSGABLE END TO TOP PLATE / BEAMFRAMED WALL OR BEAMBELOW, SEE PLAN.NAIL TOP OF "T" TO GABLE TRUSS w/2-12d AND 1 SIMPSON H8 w/10-10dx112" NAILS2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END.SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS.(MIN. FIRST 4 BAYS)CONT. 2X4 #2SYP W/ 10D X0.131 @ 8" O.C.(2) 10D X 0.131TOENAILS EA.SIDEIF >9", 2x4 #2 SYP @ 16" O.C.W/ (2) 10d x 0.131 TOENAILSAT EACH END2 x 8 # 2 SYP P.T.CONT. W/ RAKEW/ (1) 1/2" x 4" EMBED. EPOXY BOLT @ 24" O.C.ROOF SHEATHINGSEE SCHEDULE [RSH]FOR FASTENERS & SHEATHINGRAKE BEAM@ GABLE ENDSEE DETAIL GE07FOR MORE INFO2 x 4 #2 SYP CONT. LEDGER W/(2) 10d x 0.131 NAILS @ 8"O.C.GE08SECTION @ RAKE GABLE ENDSCALE: 3/4" = 1'-0"DOUBLE PLATECOUNTERSUNK IN TOP PLATE"X" BRACING SEEDETAIL TB01CONTINUOUS BOTTOMCHORD BRACING 2x4MIN. SEE DETAIL TB04BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) BAYSNOTE:1) SEE TRUSS MANUFACTURER'S TRUSSENGINEERING CUT SHEETS FORADDITIONAL PERMANENT BRACING THATMAY BE REQUIRED2) "T" BRACING MAY BE USED IN PLACE OFPERMANENT BRACING PROVIDED ITEXTENDS OVER AT LEAST 90% OF THEWEB.G.C. TO PROVIDE BLOCKINGTO COMPLY W/ APARECOMMENDATIONS FORSPAN RATING OFSHEATHING.HIP END 20'-0" MAX20'-0" MAX4'-0"4'-0"4'-0"4'-0"GABLE ENDEQ.10'-0"(MAX)EQ.10'-0"(MAX)10'-0"(MAX)**ALTERNATE SPAN RATED 32/16PLYWOOD MAY BE USED. (32/16 ISTHE SPAN RATING. THE PLYWOODTHICKNESS IS 1532") IF 1532" IS USEDTHEN THE ALTERNATE BLOCKING ISNOT REQUIRED AT HIP SECTIONSMAX. TYP.TB03RIDGELESS 4' NOBRACINGREQUIRED MINIMUM PERMANENTTRUSS BRACING PLANSCALE: 1/2" = 1'-0"TB054'-0"4'-0"MAX. TYP.LESS 4' NOBRACINGTOP CHORD 2X4 #SYP BLOCKING @ 16" O.C. MAX. FOR FIRST (4) BAYS FOR WIND SPEEDS < 160 MPHDETAILSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864D-23000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'
HEADER (SEE PLAN)7/16" OSB EA. SIDE2x BLOCKING TO OSBw/ (2)- 8d EA. ENDSEE WF09 FOR ADDITIONALHEADER INFO(3)- 16d COMMONNAILS (TYP)HEADER PER LOCATION7/16" OSB w/ 6d NAILS @16" O.C. TO SIDE & TOPNAILER2x w/ (3)12d TOE NAILSEACH END TYPE.2x4 SPF CONTINUOUSBLOCKING ATTACHED TO7/16" OSB w/ (2) 8D NAILS7'-0" MAX.WINDOW OR DOOR OPENINGEDGE VIEW**HOLD DOWN CONNECTIONS NOTREQUIRED @ BEARING WALLSWITHOUT UPLIFTNOTE: CONTRACTOR TO NAIL 1st KING STUDINTO HEADER PER HEADER SCHEDULETHEN ATTACHED ADDITIONAL KINGS ASREQUIREDPIPE OR DUCT w/ PENETRATIONTHRU TOP PLATE w/ MORE THAN50% OF TOP PLATE WIDTHINSTALL SIMPSON PSPN516Z w/(12) 16d NAILS TYP. TOP & BOTT.TOP SPLICENOTE:PLATE LENGTHS MUST BE ATLEAST 8'-0" LONG. TYPICALDOUBLE 12d2 ROWS 12d @3" O.C.BOTTOM SPLICE OVER STUDTOP SPLICE2x4 w/ 2 ROWS OF 12dNAILS @ 3" O.C.DOUBLE 2x4 TOPPLATE2 ROWS 12d @ 3"O.C.PROVIDE 2x4 ON TOP OF 2x8TO BLOCK OUT TOP PLATEATTACH w/ (2) 10d NAILSO.C. (SOLID BLOCK w/ 2x6)DOUBLE 2x8 TOPPLATETOP PLATE TRANSITION48" MIN.48" MIN.2x4 STUDS PER PLAN2x4 BEYOND AGAINST 2x8 STUDS2x8 STUDS PER PLAN (SIM. w/ 2x6 STUDS)AT ALL EXTERIOR CONDITIONS ATTACH2X STUDS TO TOP PLATE W/ (4) 16dNAILS (2 ON EA. SIDE) TYPAT ALL EXTERIOR CONDITIONS ATTACH2X STUDS TO TOP PLATE W/ (4) 16d NAILS(2 ON EA. SIDE) TYPSIMPSONH2.5A w/ (10)8d NAILSSEE PLANVARIES w/ ROOF SLOPESIMPSON A34@ 2'-0" ONCENTER2X4 SPF BLOCKINGBETWEEN TRUSSES @ 24"O.C. MAX.w/ (2)16d EA. END(TYP.)TRUSSESSEE PLAN2x4 SPF BRACE@ 48" O.C. - NAILw/(4) 12d ATEACH END &ALTERNATEDIRECTION2X4 SPFBLOCKINGBETWEENTRUSSES @48" O.C. MAX.SEE STRUCTURAL NOTESAND NAILING SCHEDULEFOR SHEATHING DETAILSSHEATHING2x4 S.Y.P. @ 16" O.C.SIMPSON SP2 @ TOPSIMPSON SP1 @ BOT OFEACH STUD1/2" SPACEWALL4'-0" MAX SEE PLAN2X4 SYP #2 CONT. (MATCH TRUSS DEPTHIF TRUSSES USED) W/ (2) #6 X 4½" WOODSCREWS @ 16" O.C. MAX. OR IF MASONRY WALLUSE (1) 1/2" HD TITEN (CENTERED) W/ MIN. 4"EMBED AT 16" O.C.(5) -12d NAILS2X6 TO 2X4ROOF SHEATHING ATTACHEDPER NAILING SCHEDULE2X6 SYP #2 CONT. (MATCH TRUSS DEPTHIF TRUSSES USED) W/ (3) #6 X 4½" WOODSCREWS @ 16" O.C. MAX. OR IFMASONRY WALL USE (1) 1/2" HD TITEN(CENTERED) w/ MIN. 4" EMBED AT 16" O.C.JACK TRUSS PROVIDED BY TRUSSCOMPANY OR 2x6 #2 SYP @ 24" O.C.JACK TRUSS PROVIDEDBY TRUSS COMPANY OR2x4 #2 SYP @ 24" O.C.16d16d16d16d16dPROVIDE 2xCONT. W/ (3)12d NAILSOPENINGSIZEJACKSEA ENDKINGSEA END2x4 WALL2x6 OR 2x8 WALL1'-0" - 3'-11"(1)JACKSEA ENDKINGSEA END 4'-0" - 9'-0"9'-1" - 16'-0"(2)(1)(2)(2)(3)(2)(2)(3)(4)(3)(4)HEADER SUPPORT NO. OF JACKS &STUDS REQ. AT OPENINGS2x8 w/ (3) 12d TOE NAILSEACH END.7/16" OSB w/ 6d NAILS @16" O.C. TO SIDE & TOPNAILER2x4 SPF CONTINUOUSBLOCKING ATTACHED TO7/16" OSB w/ (2) 8d NAILS.SEE DETAIL ABOVE2x BUCKS SEE MS11 FORMORE INFONOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOWCONT. 2x4 BLOCKING AROUND CURVE MIN. 2TAPCON ANCHORS TO 2x8WHEN REQ'D RECESSED PRE-CAST LINTELMASONRY WALL SEE PLANLINTEL (SEE PLAN)7/16" O.S.B. EA.SIDE2x BLK'G TO O.S.B.w/ (2)- 8d EA. ENDWINDOW OR DOOR OPENINGEDGE VIEWDET. @ ARCH WINDOW FRAMING (CMU)SCALE: 1/2" = 1'-0"WF02DET. @ ARCH WINDOW FRAMING (FRAME)SCALE: 1/2" = 1'-0"WF01WALL HEADER DETAILSCALE: 1/2" = 1'-0"WF09EXTERIOR NON BRG. WALL DETAILSCALE: 1/2" = 1'-0"TB15SECTION @ SHED ROOFSCALE: 1/2" = 1'-0"SR01TOP PLATE SPLICE DETAILSCALE: 1/2" = 1'-0"WF17(2) 2x TOP PLATE SEEPLAN FOR MORE INFO(2) 2x HEADER SEEFLOOR PLAN FOR MINHEADER SIZE AND REQ'DJAMB STUDS (SEESH07/D3 FOR OPTIONALDOWN SET AND BOXHEADER INFO)FILLING AND BLOCKING ASREQUIRED FASTENED TOHEADER w/ (2) ROWS OF12d @ 16" O.C. U.N.O**BASE HOLD DOWNCONNECTORS NOTREQUIRED @ BEARINGWALLS WITHOUT UPLIFTJAMB STUDS SEEHEADER SCHEDULEFOR REQ'D STUDSSIMPSON HTT5 w/(26) -16d NAILS& A 58" EXPANSION ANCHOR w/6"EMBEDMENT U.N.O. OR 8 12" ATGARAGE STEP DOWNSIMPSON LSTA30 EACHSIDE OF HEADERNOTE: CONTRACTOR TONAIL 1st KING STUD INTOHEADER PER HEADERSCHEDULE THENATTACHED ADDITIONALKINGS AS REQUIREDSEE ARCH. DWG'S.FOR DOOR OPENINGSIZE & LOCATIONSHED ROOF ENDS TO BE GABLEONLY CORNERS SHALL NOT BEFRAMED AS HIP.DESIGNED ONLY FOR THEINSTALLATION OF SHINGLE ANDMETAL ROOF FINISH2x P.T. BOTT. PLATE2x STUD @ 24"O.C. MAX.1/4" MIN. SPACESIMPSON DTC w/ (4) 8d NAILSTO TOP PLATE,(2) 8d NAIL @ SLOT @ EVERYTRUSS CROSSING2x4 #2 SPF w/ (2) - 12d NAILS@ 24" O.C. @ PARALLELTRUSS CONDITIONROOF TRUSSES - SEEROOF PLAN FORLOCATIONSVARIES w/ROOF SLOPESTRUCTURAL SHEATHINGATTACHED PER NAILINGSCHEDULE TB13/D22x4 CONT. w/ (3)12d COMMONSNAILS EACH STUD TYP. T&BTRUSS OR ROOF SYSTEMWOOD WALL OR TRUSS.SEE PLANPLATENOT BYSIMPSON16" TOFIRST SHEETROCKFASTENERDSF1F2INTERIOREXTERIORSIMPSON HGAM 10 @ 4'-0"O.C. MAX. OR SIMPSONHETA1620 @ 4'-0" O-CSEE STRUCTURAL NOTES ANDNAILING SCHEDULE FORSHEATHING DETAILS2X4 SPF BLOCKING @ 48"O.C. MAX.w/ (2) 16d ENDNAILS EACH END(4) 12d NAILSEA. END2X4 BRACE@ 4'-0"ON CENTERTRUSSES1/2" GAP8" C.M.U. SEE PLAN FOR REINF.NON-BRG. EXTERIOR CMU WALLSCALE: 3/4" = 1'-0"TB14EXTERIOR SHEATING ATTACHEDPER NAILING SCHEDULE FROMTOP OF KNEEWALL TO BOTTOMOTHERWISE SP2 CLIPS AT TOPAND SP1 CLIPS AT BASE AREREQUIRED.STRUCTURAL SHEATHINGCLIP EACH TRUSS (SEE ROOFPLAN FOR TYPE)FRAME OUT TOBLOCK EDGE(2) 2x TOP PLATEMIN 2x4 #2 SPFAT 16" O.C.1/2" X 8" ANCHOR BOLT @ 32"O.C. AND 6" FROM END CMU WALL2 x #2 SYP PT BASE PLATETOP KNOCK OUT COURSESHEAR TRANSFER EXT. WALLSCALE: 3/4" = 1'-0"LD02TYP. INTERIOR NON-BEARING WALLSCALE: 3/4" = 1'-0"WF18KNEEWALL AT ENTRYSCALE: 3/4" = 1'-0"WF21SIMPSON LSTA12STUD TO G.T. ORBEAM BELOW2x4 SPF #2 KNEEWALL(SPACED AT 16" O.C.)SIMPSON SP2 EACHSTUDSEE PLANSTRUCTURALSHEATHING NAILEDPER TB13/D-2SECTION AT KNEEWALLSCALE: 3/4" = 1'-0"WF61CMU 12SEE ELEV.MAIN SPAN ROOF TRUSS2x P.T. PLATE12" x 8" "J" BOLT OR 12" x 8"TITEN HD @ 24" O-C MAX2x BLOCKINGEXTERIOR SHEATHINGATTACHED PER NAILINGSCHEDULE FROM TOP OFKNEEWALL TO BOTTOMOTHERWISE SP2 CLIPS AT TOPAND SP1 CLIPS AT BASE AREREQUIRED.UPLIFT CONNECTOR(SEE SCHEDULE)KNEEWALL ABV MASONRYSCALE: 3/4" = 1'-0"WF428"X8"X16" K.O. BLOCKw/ 1 #5 CONT.CRICKET ASREQUIREDPRE-ENGINEERED WOODTRUSSES @ 24" O/CUPLIFT CONNECTOR(SEE SCHEDULE)DOUBLE 2x4 TOP PLATEMIN 2x4 STUDS @ 16" O/C8"GRADE8"T/SLABCEILING BOARDTRUSS ANCHORSEE PLANPRECAST CONCRETE SILL8 x 8 x 16 CONCRETE BLOCKFTG. DOWEL #5 DIA. REBAR 17" INCONCRETE - 25" EXTEND (ACI 530)ABOVE SLAB. ALL LOCATIONSSHOWN ON FOUNDATION PLAN.WOOD BASEP.T. BASE NAILERINSULATION PER FBC ANDENERGY FORM SUBMITTEDWITH PERMIT APPLICATIONWINDOW SILLP.T. FURRING STRIP1/2" DRYWALLWINDOW SYSTEMROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FORSHT'G & FASTENERSWATER RESISTIVE BARRIERSHINGLES, METAL, OR TILE ROOF VERIFYw/ ELEVATIONSINSULATION PER FBC AND ENERGY FORMSUBMITTED WITH PERMIT APPLICATIONPRE ENG. WOOD TRUSSESPRECAST "U" LINTEL SEESCHEDULEFILL CELL - (1) #5 DIA. REBAR W/3000 PSI CONCRETE. ALLLOCATIONS SHOWN ONFOUNDATION & FLOOR PLANS.FELT PAPER OR TRUSS PLATEBETWEEN CMU/ TRUSS8 x 8 x 16 K.O.LINTEL BLOCK W/ (1)#5 DIA. REBAR &3000 PSI CONCRETETYP.1-STORY WALL SECTIONSCALE: 3/4" = 1'-0"WS01CONCRETE SLAB (SEEFOUNDATION PLAN FORMORE INFORMATION)PROVIDE BAFFLES AT EAVES (FORVENTED ATTICS)SOFFIT PER DETAIL SF01FOUNDATION / FOOTING(SEE FOUNDATION PLANFOR MORE INFORMATION)1.G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASEDON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINGLISTED IN THE DESIGN CRITERIA ON SHEET SN.2.2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:-CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/MIN. 1" EMBEDMENT @ 16" O.C.)-WOOD w/ 0.148"x 3 1/4" @ 16" O.C.3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDESEE ARCH PLAN AND PRE-ENG TRUSS DESIGNSEE NOTE 1 BELOW(**) FOR ALUMINUM SOFFITS >1'-4"BLOCKING REQUIRED, FOR SOFFITS < 1'-4"MID BLOCKING NOT REQUIREDFOR VINYL SOFFITS > 1'-0" SHALL HAVE MIDBLOCKING PER R704.2.1ALUM DRIP EDGE2x SUB FASCIACONT VENTED OR SOLID SOFFIT2x BLOCKING NAILED TO TOPCHORD EVERY OTHER TRUSSw/ 3-12d NAILS, TYP. (**)CONT 2x4 NAILED TOBLOCKING w/ 2-12d NAILS (**)BRG WALL TYPEPER PLAN2x2 #2 P.T. MIN,FASTENED PER NOTE2 BELOWSF01STRUCTURAL SOFFITSCALE: 3/4" = 1'-0"REV. 03.26.2021REV. 09.20.2021*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*DETAILSSheet:Reference No.Lot:Block:
Community:
Address:Job Information:Unit:
Plot Date: 02 / 01 / 2022 Builder:The Villas
Building #4
5,6,7,8
Waterstone Villa Townhomes
St. Lucie County21-3730To the best of the Engineer's knowledge, information and belief,the structural plans and specifications contained within thesedrawings comply with the 2020 Florida Building Code -Residential 7th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearingEngineer's signature and seal. 02 / 01 / 2022
R
N
NATIONAL COUNCIL OF
BUILD
ING
DES
IGNER C E R T I F I C A T I O NC B D C
houzz
ENGINEERING ASSOCIATES
gokeesee.com AA26003115
258 Southhall Lane, Suite 200, Maitland, Florida 32751 | (407) 880 2333
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
CA No. 9161 www.fdseng.com
CARL A. BROWN, PE - FL # 56126
SCOTT A. LEWKOWSKI, PE - FL # 78750
LUIS PABLO TORRES, PE - FL #87864D-33000 GULFBREEZE PARKWAY
GULFBREEZE, FL 32563
ELEV 'A'