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Typically, you will need to install your bolts alternating high and low 2" from the top and bottom of the ledger board . As a rule of thumb, bolts can be spaced 16" on center for supporting joist span up to 12' in length. The first bolt goes in from the end at least 2 inches and not more than five. It must also be down from the top at least 2 inches and at least 3/4 in above the bottom. The second bolt has some extra regulation associated with it. The second bolt must be at least 1-5/8 inches below the first bolt, but no more than 5 inches below the first bolt.

Deck lag bolt spacing

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After that, a 1/2" hole should be drilled through the ledger only.

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Lag screws or bolts must be staggered and located 2” from top or bottom and between 2-5” from ends of ledger. The tip of the lag screw must extend beyond the inside face of the band joist. Fasteners must be spaced per Table R502.2.2.1(Note: For a 12’ deck, maximum spacing of lag screw is 15”o.c, Carriage bolt spacing is 29” o.c.) Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). Maximum 5 inches.

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R507.2.1 Placement of lag screws or bolts in deck Background · The tip of the lag screw shall fully extend beyond the inside face of the band or rim joist.

Use of this DECK LEDGER CONNECTION TO BAND JOIST a, b (Deck live load = 60 psf, deck dead load = 10 psf, snow load ≤ 60 psf) CONNECTION DETAILS JOIST SPAN 6′ and less 6′1″ to 8′ 8′1″² to 10′ 10′1″ to 12′ 12′1″ to 14′ 14′1″ to 16′ 16′1″ to 18′ On-center spacing of fasteners ½ inch diameter lag screw with ½ inch Deck ledger connections to band joists shall be in accordance with this section, Tables R507.2 and R507.2.1, and Figures R507.2.1(1) and R507.2.1(2). For other grades, species, connection details and loading conditions, deck ledger connections shall be designed in accordance with Section R301.. TABLE R507.2. DECK LEDGER CONNECTION TO BAND JOIST a, b (Deck live load = 40 psf, deck dead load Lag Screws 8–12 Withdrawal Resistance 8–12 Lateral Resistance 8–13 Bolts 8–14 Bearing Stress of Wood under Bolts 8–14 Loads at an Angle to the Grain 8–15 Steel Side Plates 8–15 Bolt Quality 8–15 Effect of Member Thickness 8–16 Two Member, Multiple Member Joints 8–16 Spacing, Edge, and End Distance 8–16 Effect of Bolt Holes Lag Screws 7–11 Withdrawal Resistance 7–11 Lateral Resistance 7–12 Bolts 7–14 Bearing Stress of Wood Under Bolts 7–14 Loads at an Angle to the Grain 7–14 Steel Side Plates 7–15 Bolt Quality 7–15 Effect of Member Thickness 7–15 Two-Member, Multiple-Member Joints 7–15 Spacing… 2020-08-04 Lag and Through-Bolt Replacement. LedgerLOK replaces lag screws and through-bolts, has been coated with a proprietary three-step coating process that protects against corrosion (even in pressure treated wood) and is ACQ approved. Features. The built-in washer head eliminates the need for an additional washer, saving time and money.
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Texture_ ways to add texture to wood projects: Screw or Lag Bolt impressions in the. Jacuzzi Deck - A hidden jacuzzi sounds perfect for keeping the kids out of it as a wooden deck the easy way, along with the proper rail height, baluster spacing, and The plate in contact with the cedar and the lag screws are stainless steel.
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Lag bolts (screws) values are assumed to be 325 pounds for 1/2-inch lag bolts (screws) and 190 pounds for 3/8-inch lag bolts (screws). The span of the floor joists determines how much load is being transferred to the ledger and thus to the lag bolts. Lag screws or bolts must be staggered and located 2” from top or bottom and between 2-5” from ends of ledger. The tip of the lag screw must extend beyond the inside face of the band joist.