3407 WAVE DR 2017-09-25 - Laserfiche WebLink

• . FLOORS TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST"- (Deck live load=40 psf,deck dead load=10 psf) JOIST SPAN 6'and less 6'1"to 8' 8,1"to io 10'1"W12' 12'1"to 14' 14'1"to 16' 16'1"to 18' Connection details On-center spacing of fasteners'- '/,inch diameter lag screw with t'/3,inch 30 23 18 15 13 11 10 maximum sheathing' V.inch diameter bolt with's/3,inch maximum 36 36 34 29 2.4 21 19 sheathing '/,inch diameter bolt with 15/3,inch maximum 36 36 29 24 21 18 16 sheathing and '/,inch stacked washers For SI: 1 inch=25.4 mm, I foot=304.8 mm. I pound per square foot=0.0479 kPa. a. The tip of the lag screw shall fully extend beyond the inside face of the band joist. b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be'/,inch. c. Ledeers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered in accordance with Section R507.2.I. e. Deck ledger shall be minimum 2 x 8 pressure-preservative-treated No.2 grade lumber,or other approved materials as established by standard engineering practice. f. When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1-inch-thick engineered wood product(structural composite lumber. laminated veneer lumber or wood structural panel band joist),the ledger attachment shall be designed in accordance with accepted engineering practice. g. A minimum I x 9'/,Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2-inch nominal band joist. It. Wood structural panel sheathing,gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted.The maximum distance between the face of the ledger board and the face of the band joist shall be 1 inch. TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches' /,inch 2 inches' I%inchess Band Joist` 3/,inch 2 inches 2 inches° 15/s inches For SI: 1 inch=25.4 nim. a. 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). b. Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). Z STAGGER FASTENERS "t ZE IN 2 ROWS 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO 5"MAX. 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS 4LAG 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. BANG JOISTS. LEDGER SCREW OR BOLT 3/4"MIN. For SI: 1 inch=25.4 mm. FIGURE 8507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2012 INTERNATIONAL RESIDENTIAL CODE '��