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� <br />36" minimum high guard <br />Existing building with intertnediate rails <br />spaced so that a sphere <br />Flashing 4" in diameter cannot <br />See detail 1� page 4 Pass through <br />for ledger atlac►iment - <br />opGons <br />, �--- Decking � <br />/ , � <br />l <br />� � <br />Nots: <br />Confrador m field verify <br />adequacy of soGd lumber <br />for ledger conned"an. <br />I <br />Y" spacing <br />recommended � <br />for drainage <br />If an ezit or egress from !he ° <br />existing building passes <br />under the proposed deck, or ii <br />there is an ewsbng patio <br />under the proposed deck, <br />6'-B" minimum dearance <br />must be maintained. Please <br />indicate openings in ebsting <br />wall in elevation view. <br />Note: <br />Pier bbcks may be <br />substituted for Type A <br />footings. See page 5. <br />7" dear �_ <br />�I ��•4 W_� <br />�See detail 2 <br />pa e 4 for guardrail <br />po3�t connection <br />�— with (1) #8d SLwood <br />Isaew top 8 bottom <br />� <br />Knee braces are <br />required N distance <br />from grade to top oi <br />post exceeds 48". <br />See detail this page <br />4x4 posts min. w/ <br />8'-0" max. height <br />and 6x8 <br />for 8'-0" to <br />10'-0"max. height <br />Manufadured post <br />base cast in footing <br />3,000 psi concrete <br />(no special <br />inspection required) <br />Finished grade <br />(2) #4 ea. way, 3" <br />clear to bottom of <br />footing. Footing <br />to bear on <br />undisturbed <br />earth. <br />�.��d�,.�� �,��;1 <br />� �� 1 <br />,� - � <br />�� � <br />� �� <br />/ �'�'��'1� ��S } <br />Julius & Analiza Bumanglag <br />213 93`d Place SW <br />Everett, WA 98204 <br />Parcel#01109100004400 <br />_ �a�� �D � s ��r� ;.� <br />