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. , 3 <br /> N± STAGGER FASTENERS <br /> IN 2 ROWS <br /> 0 _wi ,-,i, cip, ---/—61..Nisi RA 2 x tp *DISTANCE SHALL BE PERMITTED TO <br /> 6.5-MIN_FOR 2 X la as REDUCE!)TO 4_5'IF LAG SCREWS <br /> -0 78-miN FOR 2 X 12 ARE USED OR BOLT SPACING IS' REDUCED TO'NAT OF LAG SCREWS <br /> TO ATIA0142 x8.LEDGERS TO 2 X a <br /> 2 f-miN_ BAND JOISTS. <br /> LEDGER__ LAG SCREW OR BOLT 364-MIN. <br /> For SI:finch=25.4 mm. <br /> FIGURE R607.9.1.3(1) <br /> PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <br /> *AI_ <br /> EXTERIOR SHEATHING <br /> EXISTING STUD WALL <br /> EXISTING 2x BAND JOIST <br /> OR ENGINEERED-RIM BOARD <br /> jr. 2'MIN. \-, DECK JOIST <br /> 1-sh"MIN <br /> I. . LAG SCREVAS OR BOLTS <br /> ji <br /> . .1->- -- <br /> FLOOR FRAMING I "42.:11 3. = ' <br /> _ <br /> ..3,.00....:a 0• ',0 JOIST HANGER <br /> 0 <br /> EXISTING - <br /> FOUNDATION WALL <br /> For SI:1 inch=25.4 mm. <br /> FIGURE R507.9.1.3(2) <br /> PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <br /> R507.9.1 A Alternate Ledger Details <br /> Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5 shall be <br /> permitted. <br /> R607.9.2 Deck Lateral Load Connections <br /> Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground.Where the lateral <br /> load connection is provided in accordance with Figure R507.9_2(1),hold-down tension devices shall be installed in not less than <br /> two locations per deck,within 24 inches(610 mm)of each end of the deck.Each device shall have an allowable stress design <br /> capacity of not less than 1,500 pounds(6672 N).Where the lateral load connections are provided in accordance with Figure <br /> R507.9.2(2),the hold-down tension devices shall be installed in not less than four locations per deck,and each device shall <br /> have an allowable stress design capacity of not less than 750 pounds(3336 N). <br /> Exception: Decks not more than 30 inches(762 mm)above grade at any point may be unattached. <br /> ( B \ <br /> 1 \Q\ <br />