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Alternafive lateral load connection ��Q � <br /> Np <br /> �OP <br /> `'�7, �, � <br /> r2 <br /> � <br /> 0 <br /> m <br /> ,, , � <br /> ;,�, � <br /> ;� <br /> ,,; <br /> �; � <br /> ���� m �,�8�� <br /> �� �'' ��i � m <br /> , ,: �; � <br /> ,�,: <br /> _ _ ,'� � �� ; <br /> , _ _ ' r,-.�- r' m <br /> _ ��; D <br /> _ - � l , <br /> r _ <br /> � �_y.;T=--�'� � � 47sj6,� <br /> `�- SD#9x1'/z" Screws (shown) <br /> �-� � or 10dx1 Yz" Nails. <br /> �4, <br /> � � <br /> � � / 1r%� <br /> '- 3l8" HDG Lag Screw with HDG � �' <br /> Washer or SDWH Timber-Hex ���,��s,, <br /> HDG screw (shown). <br /> - 3" Min. Thread Penetration ���Z <br /> into To Plate, Studs, or Header. U.S. Patent <br /> p Pending <br /> • R507.1 Decks. Where supported by attachment to an exterior wall, decks shall be <br /> positively anchored to the primary structure and designed for both vertical and lateral loads. <br /> Such attachment shall not be accomplished by the use of toenails or nails subject to <br /> withdrawal. Where positive connection to the primary building structure cannot be verified <br /> during inspection, decks shall be self-supporting. For decks with cantilevered framing <br /> members, connections to exterior walls or other framing members, shall be designed and <br /> constructed to resist uplift resulting from the full live load specified in Table R301.5 acfing on <br /> the canfilevered portion of the deck. <br /> • R507.2.3 Deck lateral load connection. The lateral load connection required by Section <br /> R507.1 shall be permitted to be in accordance with Figure R507.2.3. Where the lateral load <br /> connection is provided in accordance with Figure 507.2.3, hold-down tension devices shall be <br /> installed in not less than two locafions per deck, and each device shall have an allowable <br /> stress design capacity of not less than 1500 pounds (6672 N). <br />