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�o� ���W� . <br /> Lateral load support ��a z o�Q o <br /> � for(edgsr, see detail 'o� Q��w� <br /> _ �,�opp'o�� <br /> � �. ���Q <br /> ���o�Q��Q <br /> Joists Hanger �W�� � ��� <br /> oQ � ���;��� <br /> Joists �' � a�oz�� <br /> '�G-�' �wc�nE.,HOQ� <br /> N Q '"p�H�O <br /> Z�� ��a� <br /> Decking �����°��,� <br /> `�" � Z �Q O�z q <br /> u <br /> 24 max Q�° �a�Q�v <br /> az� Hzo �� <br /> overhang � po�� �� �ac� • <br /> . 2� '�F"ucn;s, <br /> w��.n � w [=t <br /> 2G.,��C�r-�...�� <br /> � H�prW�pr'QT' <br /> � <br /> � � <br /> � Positive joist to (� <br /> �C �'� ledger connection � <br /> Joist Spacing See T'able R502.2.2. � � <br /> see Span Table �.�,p� � e � <br /> •"'� N <br /> Q �'�' � . .. . � <br /> ....... .. ... .. '���I1�C! � { . �, � f�-Ta •~ � <br /> N 1� 1 � r•_�_� U � � <br /> � � i� � � � <br /> �eC� G��tr�eC�1On� 4x4 posts min. w/ � � Joist span, � � w <br /> rl 8'Q" max. height � see span tab le � o � . <br /> Aii fastsners nails bolts screws etc. must be corrosion resistant. See Deck <br /> and 6x6 far 8'0"ta Z ,;' � � <br /> Canstruction Note 3 a e 2. 10'0° max. height � �' � N � <br /> �o(lov�manu€acturer`s instructions for timber connectors. Girder beam � � � N � <br /> Non-corrosive metal � _-, <br /> Gannections (� v " <br /> NaE�in postlbeam connector �s � � <br /> 1 J o i s t n n d e c k b e a m; t o e n a i l e a c h e n d (3)8 d Q � o <br /> 2 Brid in or biackin to'oist;toee�ait ea, side, ea. end (3)Sd � � � ro <br /> Continuous solid �lackin g F o o t i n g, s e e S p a n � � � <br /> 3 2x deckin to'oist or deck beam; f�iind and face naik (2}16d b e t W e e r t j a i s t s ; ` Ta b 1e an d Foo ting � � � � � <br /> 24"maximum baam averhang � Note. W � 6 � <br /> Guardraifs are required when the p o - � <br /> grades more than �0" above._ � � � � <br /> � � � .. <br /> � <br /> �, W � <br /> z � a �, <br /> � W <br /> ������� ���� Q ~ � . <br /> 36"m'tnimum high guard ��S1� �£Ck� � i�l W � Q <br /> Existing building with intermediate rails � � a <br /> spaced so that a sphere <br /> Flashing 4°in diameter cannot Sheatin � � <br /> See detaii�. ___ <br /> pass through � ��S1� ��C�CS � � <br /> See detai! Siding � N <br /> ' for guardraif Hold-down or Flashing for � <br /> "�" post connectton <br /> �. Decking f tension device Fioor sheathing nailing water tightness <br /> / with 4500# at 6"o.c. (max)to joist Decking <br /> j _ � capacity with hoid-down. <br /> � Secure ballusters Deck oists - <br /> with 1}#8d wood 1 <br /> � � screv<<r fop&bottom , � <br /> 1 APProved joist hangers ° ' �-/� �T� <br /> �4 <br /> � � %a'spacin9 � Pressure treated 2x ledyer ° 2"min. �1I <br /> recommended �. � � with fasteners per IRG <br /> Mote: for drainage Knee braces are Table R542.2.1 � p <br /> Contractor to fiefd vsri required if distance � �y � <br /> ' �'! from grade to top of � <br /> adequacy of solid [umber post exceeds 48" Deck Jois� . . Noidawn device min 750#capacity � O� <br /> for led er connect�on. - Floor�oist � � � <br /> � at�(ocations,evenly distribuked along Floorjoists r�.� <br /> If an exit or e�ress from the � deck& 1 within 2`af aach e�d of the � � h,�y <br /> existing build�ng passes Iedger.Hoidown d�vices shal[fully <br /> under the proposed deck,or if engage deck joist per holdown � � � <br /> manufacturer(slight affset aUowed}. � <br /> there is an ex�sting patio 4x4 posts min.w/ L–i <br /> under the proposed deck, 8'-Q"max. height � W <br /> 6'-$"minimum clearance and 6x8 ������ � � A fully fhreaded 3/8"diameter lag screw ���j�� # � � � � <br /> must be maintained. Piease for 8'-0"fo predrilled w/min 3"penetrafion to cenTer <br /> indicafe openings in existing 1Q'-0"max. height �Rec�uired for New Construetion} of top p(ate,studs,or header. (Existing Cvnstruction Only) r <br /> wal4 in elevationvie4u. P1 . �1 � <br /> �' , � <br /> � <br /> �tote: Note: � � � <br /> "" These details are applicable Holdown devices arenot required <br /> �°��� Manufactured past where floar`oists a�e paralis! for decks►ess than 3'-0"high or W ' <br /> � to deck�ois�s. free standing dacks. � � � <br /> � Pier biocks may be base cast in footin � <br /> substifuted forTvPeA 3,000 psi cUncr�te �.•�d��� �.���G�"11�1�1`1� �C3�' ����1"�� �..�s"'�C�� ���� ���r ���.�.�.�i e�J � <br /> footings. {no specia! � <br /> inspect�an required) � � � <br /> P��1 <br /> Finished grade � � �T� <br /> 1"clear i6n � 4x4 min. post � � � <br /> - f , . (2)#4 ea.way, 3° max � 5t8` f�gaivanized m.b. @ B'Q"o.c.max.,Typ � <br /> r o �� •° � clear to boftom of ar threaded rod wi � � � <br /> fiooting. �ooting nuts&washers ��m�� h�l O � <br /> - . ! to bear on <br /> n II-�- I� i �It�! I I i f � ( ear�thturbed o Q <br /> + . ., � — � � � <br /> �jf�it��� ����'C �f.'i��1��°1 2�`'minand� max <br /> R � � <br /> Or 1/3 the height of the post, 1�° — � � <br /> whichever is g�eater Beam splices must oceur max Min. 1800# � � , <br /> over posts with 1-1t2°min:bearing ter�sion straps ������� � �' <br /> Carrosion resistant, ` min. <br /> metal colurnn cap, � Girder beam � 5t8' R galvanized m.b. � <br /> Folfow manufacturer's or fhreaded rod wf <br /> installation instructions. �Qxe: � 2x8 min.blQcking <br /> . • ;� T._._._� nuts&washers <br /> , , Knee braces are required if �-- <br /> � 2"min <br /> �`�� '�� ' ' disfance#rom grade to top af post <br /> • exceeds 4 feet. <br /> � ' 2x8 min. deck 2°min � � <br /> � o joists&rims 2'/�`'min and 5°max <br /> , 45 4 x 4 knee brace <br /> N 2"min <br /> Note: , <br /> (�}3�s��diameter thru-boit Use above details for�uard cannections or provide engineered Min. �soo#tension straps <br /> Alternate Knee��ac�DetaiL � ' with washers,top 8�bottom(typica(} design that shows Guards can restst a�ingle coneentrated load <br /> ,� of 2QQ lbs applied in any directivn at any point along the to�p and ����f�� � <br /> 2x4 knee brace face nailad ea.side of haVe �tt�Cllmetl't deViCes aCtd SUppoCtltlg Si�UCfufe t-o t�ansfer this <br /> Post aRd nearn w�th 4-�sd naits at each -- �'ressure treatea laad fo a�ppropriate structural elements af the building per IBC <br /> face and connection wood post seG 1607.7.1.1 <br /> ���� #o �e�rn C+�ran���ion w/ l�r��e �r�►�� t�l��r����l ��rt�l��fi�r1 <br /> (Guardrils are required when the cieak is more . <br /> than 34" above grade.} I <br />