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10407 29TH AVE SE 2016-09-21
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10407 29TH AVE SE 2016-09-21
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Last modified
9/21/2016 10:39:35 AM
Creation date
9/14/2016 1:57:26 PM
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Address Document
Street Name
29TH AVE SE
Street Number
10407
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• 36" minimum high guard <br /> Existing building with intermediate rails Basic Decks <br /> spaced so that a sphere Page 3 of 5 <br /> Flashing 4" in diameter cannot <br /> See detail 1 page 4 pass through (See Tip <br /> for ledger attachment Sheet 3). See detail 2 <br /> options _ page 4 for guardrail <br /> Decking / post connection <br /> Secure ballusters <br /> I ( with (1)#8d wood <br /> screw top& bottom <br /> \ / %4"spacing / <br /> recommended <br /> Note: for drainage Knee braces are <br /> required if distance <br /> Contractor to field verify from grade to top of <br /> adequacy of solid lumber post exceeds 48". <br /> for ledger connection. See detail this page <br /> If an exit or egress from the ° <br /> existing building passes <br /> under the proposed deck, or if <br /> there is an existing patio 4x4 posts min.w/ <br /> under the proposed deck, 8'-0" max. height <br /> 6-8" minimum clearance and 6x6 <br /> must be maintained. Please for 8'-0"to <br /> indicate openings in existing 10'-0"max. height <br /> wall in elevation view. <br /> Note: Manufactured post <br /> Pier blocks may be base cast in footing <br /> substituted for Type A <br /> footings. See page 5. 3,000 psi concrete <br /> (no special <br /> inspection required) <br /> Finished grade <br /> 1"clear <br /> =1 I1=1I1=I)_I=1I I H (2)#4 ea. way, 3" <br /> clear to bottom of <br /> _ —I footing. Footing <br /> I—I I to bear on <br /> I II I IITI I II I II I I II I II I II I III—I I II I I I II I I� undisturbed <br /> Typical Deck Section earth. <br /> Or 1/3 the height of the post, <br /> whichever is greater Beam splices must occur <br /> over posts with 1-1/2"min. bearing <br /> Corrosion resistant, ' min_ <br /> metal column cap. Girder beam <br /> Follow manufacturer's <br /> installation instructions. Note: <br /> Knee braces are required if <br /> distance from grade to top of post <br /> exceeds 4 feet. <br /> c <br /> E 45° 4 x 4 knee brace <br /> N <br /> (1)3/8"diameter thru-bolt <br /> Alternate Knee Brace Detail: \; with washers, top&bottom (typical) <br /> 2x4 knee brace face nailed ea. side of <br /> post and beam with 4-16d nails at each <br /> Pressure treated <br /> face and connection wood post <br /> Post to Beam Connection w/ Knee Brace <br /> CityGov.net <br />
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