Typical Deck Details - VBgov

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City of Virginia Beach, VirginiaTypical Deck DetailsBased on the 2012 Virginia Residential CodeThe design details in this document apply to residential, single-leveldecks only. Construction cannot deviate from the details herein unlessprior approval is obtained by the city. A copy of this document mustbe on the job site and available during each required inspection.Version: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 1 of 24

City of Virginia Beach, VirginiaTypical Deck DetailsCONTENTSguarddeckingblockingledger boardfastenersexisting housefloor constructionledger boardattachment toexisting houseguard postattachmentjoistsrim -beamconnectionknee-bracingSection 1 General Notes .3Design Considerations .3Material Specifications.3Post-to-Footing Connection . 12Post Size & Maximum Height . 11Beam-to-Post Connection . 12Section 2 Deck Surface .4Decking .4Safety Glazing .5Section 6 Ledger Attachment . 13General Requirements . 13Ledger Board Fasteners . 15Section 3 Joists .6Joist Size .6Joist Framing at Projections .8Joist Hangers.8Joist-to-Beam Connection .8Section 4 Beams.9Beam Size .10Beam Assembly .10Section 5 Footings & Posts .11Footing Size .11Version: 2012.1, 6/6/2016Section 7 Lateral Support . 17Bracing Methods . 17Bracing-to-Framing Connection . 19Section 8 Guards . 19Guard Construction. 19Guard Post Connections . 20Section 9 Stairs . 21Stair Geometry . 21Stair Landing . 21Stair Construction . 21Section 10 Complete My Deck . 24City of Virginia Beach, Virginia - Typical DeckPage 2 of 24

1 General NotesThese typical deck details are provided toensure design and construction of decks in VirginiaBeach is consistent and code compliant. Prior todesigning your deck, read this publication thoroughlyand pay close attention to each applicable detail.Once you have selected the size of your deck, use thejoist and beam span tables to determine their size,spacing, span lengths and overhang dimensions. Usethe remaining details to guide you in determining theother design elements of your deck. Ensure yourecord your deck design on Page 24.If you have questions, please contact the cityat 757-385-4211 option 3 or via email atperminsp@vbgov.com. Information regarding permitapplication and inspection requirements can befound nning/permits-inspections/Pages/default.aspxDESIGN CONSIDERATIONS1. These details are based on the prescriptiverequirements of the 2012 Virginia ResidentialCode, industry best-practices and applicablereferenced standards such as the National DesignSpecification for Wood Construction.4. Deviation from these details require approval bycity staff prior to construction.2. Framing members in these details are designed fora 40 PSF live load, 10 PSF dead load, normalloading duration, wet service conditions anddeflections of ℓ/360 for main spans and ℓ/180 foroverhangs with a 220-pound point load.6. Decks must be designed to ensure rain and meltingice and snow flow away from the existing house.5. Decks constructed in accordance with these detailsare not approved for privacy screens, planters,built-in seating or hot tubs.3. The use of these details to design and constructmulti-level decks is prohibited.MATERIAL SPECIFICATIONS1. Lumber shall be preservative-treated, southernpine, grade #2 or better. Lumber not native toNorth America, such as Ipe, may be used asdecking only; its use in guards is prohibited.2. Lumber in contact with the ground shall be ratedas “ground-contact.” Not all treated lumber israted for ground contact.3. Concrete in footings shall have a minimumcompressive strength of 3,000 PSI.Version: 2012.1, 6/6/20164. Nails shall be threaded, ring-shanked or annulargrooved. A ⅛-inch pilot hole shall be used at toenailing locations.5. Carriage-bolts may be substituted where throughbolts are specified provided carriage-bolt washers(with square holes) are installed at the bolt head.6. Fasteners shall be hot-dipped galvanized, stainlesssteel or approved for use with preservative-treatedlumber.7. Hardware and mechanical connectors, e.g., joisthangers or post anchors, shall be stainless steel orCity of Virginia Beach, Virginia - Typical DeckPage 3 of 24

galvanized with 1.85 ounces of zinc per squarefoot (G-185 coating). Look for product lines suchas “Zmax,” “Triple Zinc” or “Gold Coat.”8. Flashing at ledger board connections (see Page 13)shall be copper (with copper nails only), stainlesssteel, UV resistant plastic or galvanized steel witha G-185 coating.9. Plastic composites are materials composed ofbound wood and plastic fibers. Permissible asnoted in this document, plastic composites mustbear a label indicating its compliance with ASTMD 7032. Plastic composite’s label and installationinstructions must be available to the inspector.210. When using plastic composites, exercise cautionas some members do not have the same capacityas their wood equivalents.11. PVC decking and guards are permitted providedthey have a valid evaluation report from anaccredited listing agency such as the InternationalCode Council – Evaluation Service. Installationshall be in conformance with the report and themanufacturer's instructions which must beavailable to the inspector.12. The use of other materials and products, other thanthose permitted herein, shall be approved by thecity prior to installation. Deck SurfaceDECKING Decking shall be per TABLE 1 and placed perpendicularly or at an angle up to 45 degrees to the joists. Wood decking shall be attached per FIGURE 1. If installed wet, place decking with no gap so after dryinga ⅛-inch gap is created. The use of hidden fasteners and similar attachment devices is prohibited. Each decking member shall bear on a minimum of three joists or blocking between joists. Placement and attachment of plastic composites shall be per manufacturer’s instructions.(2)8d nails or (2)#8screws at each joist2x4, 2x6 or "fivequarter" boardFIGURE 1: TYPICAL DECKINGTABLE 1: DECKING REQUIREMENTS AND MAXIMUM JOIST SPACINGMaximum Joist Spacing (inches)Material Type andNominal SizeAngularPerpendicularWood “five-quarter” boardWood 2x4 or 2x6Plastic composites, PVC1216per manufacturer1624per manufacturerVersion: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical Deck DetailsPage 4 of 24

SAFETY GLAZINGTo reduce injury due to an accidental impact, safety glazing in window glass is required when the existinghouse wall encloses any portion of the deck surface or acts as a barrier to stairs, landings and areas at the topand bottom of the stairs.Windows adjacent a deck surface. As shown in FIGURE 2, single panes of glass meeting all therequirements listed below must be safety-glazed. Glass area is greater than 9 square feet, The bottom edge of the pane is less than 18 inches above the walking surface of the deck, and The top edge of the pane is greater than 36 inches above the walking surface of the deck.In the absence of safety glazing, a horizontal rail across the window must be installed. The rail must meet therequirements of a stair handrail per Page 23.Windows adjacent stairways and landings. Single panes, partially or wholly located in the hatched areashown in FIGURE 2, must be safety-glazed. In the absence of safety glazing, a stair guard per Page 22 orhandrail per Page 23, must be constructed to separate the window from the stairway.no safety glazingrequired 36"safety glazingrequiredwalkingsurfaceof decklowerwalkingsurface 18"36"36"safety glazingrequiredADJACENT DECK SURFACE60"ADJACENT STAIRS/LANDINGFIGURE 2: SAFETY GLAZING REQUIREMENTSVersion: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 5 of 24

3 Joists Joists are repetitively placed framing members spaced at 12, 16 or 24 inches on center which aresupported at each end by a beam or ledger board. Single span decks are framed with joists that have one span between supports (not including overhang)as shown in FIGURES 3 and 4. Multi-span decks have joists with more than one span which bear onmultiple beam as shown in FIGURES 5 and 6. At the house connection, joists bear on the attached ledger board. Joists on a free-standing deck do notconnect to the house; instead bearing is provided by an additional beam located at or near the house wallas shown in FIGURE 7.JOIST SIZE Joist span length is measured from the ledger board to the centerline of the supporting beam or betweenthe centerlines of the supporting beams at each end. Joists are permitted to overhang past a dropped beam; joist span length does not include overhangs. The joists’ design is based on spacing, size and span length. Use TABLE 2 to determine joist size andthe corresponding maximum allowable overhang. Note: the overhang dimension shall never exceedone-fourth of the actual joist span.Provide full-depth 2x blocking between overhanging joists above beam locations. Exception: blockingmay be omitted if the overhang is less than or equal to 2 feet. Where blocking between joists is required, attach blocking using joist hangers at each end or by toenailing blocking to joists at each end, top and bottom with 10d nails.Attach a continuous rim joist or blocking at the joist ends as shown in FIGURES 3, 5 and 7. Attach arim joist to the end of each joist with (3)10d nails or (3)#10 by 3-inch wood screws. When choosing 2x6 joists, the corresponding ledger board must be a 2x8 minimum. See Page 13 formore information. Guards cannot be attached to decks framed with 2x6 joists. See Page 20 for more information.Joist SpacingTABLE 2: MAXIMUM JOIST SPAN LENGTH(inches on center)1216241Version: 2012.1, 6/6/2016Joist 10"3'-4"Overhang dimension shall not exceed one-fourth of the actual joist span.City of Virginia Beach, Virginia - Typical DeckPage 6 of 24

continuousrim joistblocking (betweenoverhanging joists only)joist hangerdropped outsidebeamledgerboardjoistpostjoist spanoptional overhangFIGURE 3: SINGLE SPAN DECK - JOISTS ATTACHED AT HOUSE WITH DROPPED BEAMjoist hangerflushoutsidebeamjoist hangerpostledgerboardjoistjoist spanFIGURE 4: SINGLE SPAN DECK - JOISTS ATTACHED AT HOUSE WITH FLUSH BEAMjoist-overlap1continuous rim joistblocking (betweenoverhanging joists only)joist hangerdropped 2 spanoptional overhangledgerboardjoist-11joist-1 span1 One continuous joist is permitted to span over the top of the inside dropped beam with no overlap.FIGURE 5: MULTI-SPAN DECK - JOISTS WITH DROPPED BEAMSjoist hangerflushoutsidebeamflush insidebeamjoist-2postjoist-1ledgerboardpostjoist-2 spanjoist-1 spanFIGURE 6: MULTI-SPAN DECK - JOISTS WITH FLUSH BEAMS2x blocking between joistsor continuous rim joistcontinuousrim joistblocking (between overhanging joists only)droppedoutsidebeam1post2optional overhangjoist2droppedoutsidebeam1joist spanpost2optional overhang1 Flush beams are permitted with freestanding decks when joists do not overhang.2 Align joists to be located at post locations in order to accommodate lateral bracing per FIGURE 30.FIGURE 7: JOISTS WITH FREESTANDING DECKSVersion: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 7 of 24

FRAMING AT PROJECTIONSAdditional framing and ledger board fasteners per Section 6 on Page 15 are required at projections such aschimneys or bay windows as shown in FIGURE 8. Each ply of the header shall be equal to the deck joist size.Joist hangers shall meet the requirements below.decking overhang 6" max.6' maximumchimneyor baywindow3' max.chimney orbay windowthree-ply1 trimmer joistledgerboardledgerboardtwo ledgerboard fastenersthree-ply1 trimmerjoist, each sidetwo-ply headerPLAN VIEWSECTION1 May be reduce to two-ply trimmer joist if joist spacing equals 24 inches on center or joist span is less than or equal to 8.5 feet.FIGURE 8: FRAMING AT CHIMNEY OR BAY WINDOWJOIST HANGERS Joist hanger depth, d, as shown in FIGURE 9, shall be greater than or equal to 60 percent of the joistdepth. The manufactured width of the joist hanger shall accommodate the number of plies being carried. Do not bend hanger flanges to accommodate field conditions.Joist hangers shall be fastened to the ledger board or flush beam using its manufacturer’s recommendedscrews. All other fasteners are permitted to be nails. Use joist hangers with inside flanges when clearances to the edge of the beam or ledger board dictate. Clip angles or brackets used to support framing members in lieu of joist hangers are prohibited.joist hanger with inside flangesdfasteners to ledger board or flushbeam shall be hanger manufacturer'srecommendation screwsFIGURE 9: JOIST HANGERSJOIST-TO-BEAM CONNECTION Each joist shall be attached to the beam in accordance with FIGURE 10. Mechanical connectors or hurricane clips shall have a minimum capacity of 100 pounds in both upliftand lateral directions. Installation shall be per manufacturer’s instructions. As shown in FIGURE 10, multi-span joists are permitted to span continuously over a dropped interiorbeam with one mechanical connector or overlap with a mechanical connector at each joist.Version: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 8 of 24

overlapped joists bearingat inside beams(3)10d nails at joist-overlapmechanical connector orhurricane clip each sideof joist-overlapoverhanging or multispan continuous joistsmechanical connector orhurricane clip, typical as shownjoists shall span totop of flush beam and joistsshall be at same elevationopposite edge of beamFIGURE 10: JOIST-TO-BEAM CONNECTION4 Beams Beams are assembled, multi-ply framing members which span between supporting posts. Multi-spandecks have more than one beam; spacing between beams is dependent on the allowable span lengths ofthe supported joists. Inside beams have joists bearing from each side. Outside beams have joists, with or without anoverhang, bearing from one side. Dropped beams have joists bearing above; flush beams have joists with hangers bearing on its sides; seeFIGURES 3 through 7 and FIGURE 11.Multi-span decks are permitted to mix flush and dropped beams. BEAM SIZE Beam size is based on its influence width and longest span length per TABLE 3. Beam influence width,as shown in FIGURE 12, is based on supported joists’ span lengths and overhang dimensions. Beam span length, as shown in FIGURE 11, is measured between the centerlines of two adjacent postsand does not include the beam overhangs. Beams may overhang past the center of the post up to one-fourth of the actual beam span.Flush beams shall have a depth greater than or equal to the deepest joist.joistsbeampostoptionaloverhangbeam splice atinterior postlocations onlybeam spanbeam DROPPED BEAMbeam spanoptionaloverhangFLUSH BEAMFIGURE 11: BEAM TYPESVersion: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 9 of 24

influence widthinfluence width12joist span1overhang2influence widthoverhangjoist span12joist spanjoist spanjoist spanOUTSIDE DROPPED BEAMjoist spanOUTSIDE FLUSH BEAMBEAM AT FREE-STANDING DECKinfluence width1joist-1span2joist-1 span12influence width1joist-2spanjoist-2 spanjoist-1span212joist-2spanjoist-1 spanINSIDE DROPPED BEAMjoist-2 spanINSIDE FLUSH BEAMFIGURE 12: BEAM INFLUENCE WIDTHTABLE 3: MINIMUM BEAM SIZE 1BeamInfluenceWidth (ft)Longest Beam Span Length (feet), less than or equal to:less than orequal )2x6(2)2x8, (3)2x6(2)2x8(2)2x10, (3)2x8(2)2x12(3)2x10(2)2x6(2)2x6(2)2x8(2)2x10, (3)2x8(2)2x12, (3)2x10(3)2x10(3)2x12(2)2x6(2)2x8, (3)2x6(2)2x10, (3)2x8(2)2x12, (3)2x10(3)2x10(3)2x12(2)2x6(2)2x8, (3)2x6(2)2x8, (3)2x6(2)2x8, (3)2x6(2)2x10, (3)2x8(2)2x10, (3)2x8(2)2x12, (3)2x8(2)2x12, (3)2x10(3)2x10(3)2x10(3)2x12(3)2x12(3)2x12(2)2x8, (3)2x6(2)2x10, (3)2x6(2)2x12, (3)2x8(2)2x12, (3)2x10(3)2x12(3)2x12(2)2x10, (3)2x8(3)2x10(3)2x12(2)2x10, (3)2x8(2)2x10, (3)2x8(2)2x12, (3)2x8(3)2x10(3)2x10(3)2x12(2)2x12, (3)2x8(2)2x12, (3)2x8(3)2x12(3)2x12(2)2x12, (3)2x10(2)2x12, (3)2x10(3)2x12(3)2x12(3)2x10Design conditions which fall within the shaded cells are prohibited.BEAM ASSEMBLY The plies of the beam shall be fastened in accordance with FIGURE 13. The distance from the centerline of the fastener to the top or bottom edge of the beam shall be ½-inchminimum. The distance from the centerline of the fastener to the ends of the beam shall be 1-inch minimum. Beam plies are permitted to have splices. However, splices shall be located at inside posts connectionsas shown in FIGURE 11.Version: 2012.1, 6/6/2016City of Virginia Beach, Virginia - Typical DeckPage 10 of 24

For 3-ply beams,attach eachoutside ply toinside as shown16" typical1" min.12" min. topand bottom10d nails or #10 x 3" woodscrews, staggered in 2 rows2 fasteners at eachend and splicesFIGURE 13: BEAM PLY FASTENING5 Footings & PostsFOOTING SIZEFooting size is found by using TABLE 4 to obtain the footing type based on the beam influence width and thelongest beam span length and TABLE 5 to determine the minimum footing dimensions. Footing sizes shall be consistent for each beam and designed for its maximum span. Footings shall bear on solid ground 12 inches below grade; footings shall be deeper if solid ground is notfound. Bearing conditions must be verified by city inspectors prior to placement of concrete. When the edge of a deck footing is closer than 5 feet to an existing exterior house wall, the footing mustbear at the same elevation as the existing house footings as shown in FIGURE 14.Do not construct footings over utility lines or service pipe. Call Miss Utility at 811 before you dig. TABLE 4: FOOTING TYPE AND MAXIMUM POST HEIGHT 1BeamInfluenceWidth (ft)Longest Beam Span Length (feet), less than or equal to:6less than orFootingMax.equal ngMax.FootingMax.FootingMax.FootingMax.Footing Max.FootingMax.Post Ht. Type Post Ht. Type Post Ht. Type Post Ht. Type Post Ht. Type Post Ht. Type Post 2GH99G11H9G11BC141414Design conditions which fall within the shaded cells are prohibited.Version: 2012.1, 6/6/2016City of Virginia

steel or approved for use with preservative-treated lumber. 7. Hardware and mechanical connectors, e.g., joist hangers or post anchors, shall be stainless steel or . 1 General Notes. galvanized with 1.85 ounces of zinc per square foot (G-185 coating). Look for product lines such as “Zmax,” “Triple Zinc” or “Gold Coat.” 8. Flashing at ledger board connections (see Page 13) shall be .

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