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<br /> Jois�Spacing ` � See Tabls R5t�2.2,2.
<br /> see��aan Table' -.��'� (f)
<br /> Pp��� �ct !�-� �'� F�I
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<br /> ' 4x4 posts min. w!` , -� Joist span, Z W '� �
<br /> 8;C1"rnax, heigh� ��'' s e�s p a n t a l i(�. � � �
<br /> ' an� 6x�far 8'Q"to' , � � � �
<br /> ��}'�.1°Ctic'1X. �18ft,��i�; ' � � � � w
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<br /> Nrart-corra�ive metal a z ,� � �
<br /> L?eCk C4�trteCtionS ' postJbeam carir►ector' 1� H ,� N �
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<br /> Att fastensrs nails b€aits �cceFus �fc. rim�st be corrasic�n resistant. See Deck . : : , . ` _' . ` � �'
<br /> ' C�ntsnuou� sc�l�d btoek�ng Faot�n , ses S an w q � � a
<br /> Cc�nstruction Note 3 'a"e 2. � P
<br /> betwesn j�oisfs T a t�l e a n d F�?t i n � � �
<br /> Fa([ow'm�tnc€fa�turer`s ins tructions for t irn ber connectors.` ; ; 9 5 C a o 0
<br /> ; Cannectians �y .#- �, �Q��: ^ Z � �
<br /> a��n 24 max�mum �earn Qverhang: � � �, �
<br /> � .�Qe"$�o�aeck�e�m;�oena�k ea�r�en� ����d Guardrails are require�t when the O z � o v
<br /> �i�ck �s more than 30 abc�v�._. �
<br /> 2 Bria in �r biackin #o'c>is#;#aenail�a;sicie,�a. end {3}8d �? � °` �
<br /> � 2x;tis�kin' ta'c�ist ar desk beam;blind antl fai.��ai{ ; �2}�16d �����. � `r' �' �
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<br /> 36"mintmum high g�ard ` 5heating ` ^ � o 0
<br /> Ex�sti��building with intecrim�tli�te rai(s B�SEG D�C�CS g151C D@C�$
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<br /> F! shin spaced so tliat a sp�ere Siciing W � �
<br /> � � �4 �n r�iameter car�n+at Hofd-do�un or : �
<br /> 4u �tashing far U `�'
<br /> a�s thro�t tt tensian device �loor sh�athin nailin v�ate�ti htn�ss
<br /> See detail`. _ �: � 9 9 9 �
<br /> ririth fi 5t}Q# { } 1 �?ecki�g
<br /> S�e detai4 at 6"o�c: max to'aist '
<br /> ` ' far guardrail ' capacity with F��id-down.
<br /> Clecking j' � ` pa'st ceir�necf�4n
<br /> �''. D�eck joisEs :
<br /> � Approveci jaist hangers ° ,
<br /> � ' ' �ecure ballusters Pressure treated 2x fed er ° 2'°rnin.
<br /> � with(1}#8d woc� �� ��� 9 � W
<br /> l � SCi�W to�&bot�s�m � � with fasteners per 6RC
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<br /> �., ��"spac'sng Table R5Q2.2.1 ~ � U
<br /> ,/ recommsndeci ', '� � + < t3�ck Joist ' ' � w �
<br /> • Floor'oist Noldown cieuice min 75t}#capacity p �j
<br /> Knee braces are i /� - �y
<br /> fc�r drainage at 4 locatinns,evenly±diskCibuted along F� N"�
<br /> Fiote: requirec!if distanae , Ftaor Jaists ; ap [�,�]
<br /> tle�k&� within� of each end of the rT, � r^
<br /> Ca�#ractor to fieid ver�fY ' fram gracie#o tap of .
<br /> adsquacy of sotic��umaer past exeeeds`48" ledger.H�aidawn dev�ces snayf ful(y w �
<br /> for t�dger conrtec#ic�n. engage deck joist per hofdown � � �
<br /> manufacturer{slight Offset ailowed), � M�1
<br /> lf an eacit or er�r�ss#rcirrr.the � w F„� r/� :
<br /> �xisting builtltttg;passes A fu11y tt�read�d 31�"diam�ker lag screw v J
<br /> under the proposed d�ck�ar�if �}��IOi"1! � '� „ ; / ��3�t0#'1 # � ' O F'"
<br /> . ._ ; , ; predrilled wlmin 3 �ne�ration to cente ,, `, � W
<br /> :; ; ' th re 9 n exxstin atro �x4 posts m�n.w� ' . p. W
<br /> e s a 9 R , �, . (Requared;for New Constrt+ct�an} ; f Existin` Constructio On -
<br /> under the.prapose+d deck, 8-� max.he�ght of#op plafe,studs,`or h�ade . { 9 n iY) � ''��i
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<br /> 6`-8"minimum cieafarrce ar�d 6x6 �f nr?;
<br /> must be maintained.,Piea�� ! far 8nt3"to K,�U�'c�-�i � �
<br /> iridicate openings in.existing 1t3'-0 max.height � W
<br /> walt irt el�vation v�ew. Note: No#e: ' [�] . �
<br /> Thes�detaiis,are applieable Ma{cicswn devic�s�re nat required '. � W
<br /> whe€e floar joNsts are para!#eI fot decks`IeSs than 3`-0"high or ' � � W
<br /> to�feck jo'ists. #ree standiag decks, � z �
<br /> �.�d er AttacM�ent fr�r;Latera� Loads P�r 1RG 5a2�2,2,3 � � W ^ .
<br /> IVote= ' Manufactured post � � w ,'� F�
<br /> Pie!r bfocks may be base;cas#in fQot�ng � �
<br /> substitute�!for Tvae A' ' 3,OC}(1 s�ecyncr�t� � W
<br /> footings. �' . A � �
<br /> ' i spe�ction�required� ` ��" 4x4 min.post O
<br /> Finished grade ' �� � � 5f8` �3 ga,Vanized rn.b. @ 6'U"a,c.:m�x,;1'yp (' �"� � �
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<br /> 1"ciear
<br /> or thra�c�e�rod wtl E,,,{
<br /> nuts 8�washers . �7min �f � W �"�
<br /> �( �2}#�4 ea:way, 3" �1 �
<br /> ��1""' r-� e 4`� : •° C�.G'at t4�3tJ�ORT O� � � � w
<br /> �O b�'a€�[1�0�1f1C� g ��fl11D 311+��J°IIl3X � N �
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<br /> Ty�ica� �e+�k Se�ctiar� ���n. �,�� ` �..� � W
<br /> n,t�n, �ao€�€ }.
<br /> t�ns'son straps ���l1�� � � �
<br /> flr 113 the height o#the ptast,
<br /> whichever is greater Bearra spl�ces must occur 5f8' @ gai�anized m.b: w [�]
<br /> QYer posts with 1-1l2 mErr;bearing ^
<br /> ` or threaded rad wl
<br /> Co�rosion resistadt; ' min., ` � nuts&�vashers ` 2x8 mir�.blaeking
<br /> rrietat cott�mn�ap; � Girdsr beam m
<br /> ` �ollov,r manufacturer's �2 min
<br /> insta€lat9on insEructi�ns. Nate; 2x8 rrrin.deck 2'min
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<br /> '. ''� Kne�braces are requireci if , �
<br /> �, �,, .. .j ' joists&rirtis 2�'min arxf 5"m�x ,
<br /> distan.ce frcam grade#a top of post ��
<br /> exceecis 4 fee#. �'min
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<br /> '�: 4� ; �x 4 knee brac� Use�btrv€:detaiis for uard connectit�ns cir;prouide en irieered [�in. �i 8t��1#tension stra s
<br /> � desF r�th�f sho�ri+s Guards can resist;a single cc�ncer�trater� ic�ad �'
<br /> c�f 2C�U !bs applied in any direetiai� at;any'pQint al�nq#h�tap and ► p
<br /> have attachment dev�c�s�nd supporting structure>fo fran��"er f�tis
<br /> ��}at�°d,'am�xer tt,n.,-bo►t lc�ad to a�p rapriate stn�ctura( element�of the buildi� �r 18C ' ��d{'���� C)
<br /> with washers,'to &batEom � see fi 6{?7.�.1.� � P ,
<br /> P�1#ernate Kne�Brace Dekai(: ti. P {ty�'cal}
<br /> Zx4 knee br�r,�fa�e naifed ea.side nf � Pressur�treal�d �*+ a ■'
<br /> pcis�ancf F�earr�with 4-16d riails at e��h t����"`i�.1�'��� ���I�)��:'����
<br /> ,: ` . ` woad past
<br /> fa�e and connection �
<br /> ` ` ` ` ;:�Guardriis ar��equire€�when the tleck is rnore'
<br /> ` ���� $t3 ��'!1l�'1 {+t)1'1t1E.'G��QI'3 l�t� �#i�� ��'+�C� ; ' '#ttan 3C3"abov�grade.) ' ' ;
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