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sheeting Basic Decks
<br /> Lateral load support Siding z o z "z
<br /> Hold-down or pye fw cam°y 'O
<br /> g Flow sheathing nailing water lightness a Z a
<br /> for ledger,see detail tension
<br /> at 6" (max)tofoist Decking ! >o ~o
<br /> cepaCki with holdriown. p-a °o
<br /> _ Deckioists - ^ to ''L
<br /> N Z
<br /> _ wawa
<br /> `—�j .ji`T 1 ■, c V j t✓M
<br /> Joists Hanger
<br /> • Pressure treated 2z ledger �YIII�+ 2,61,..... "min. ° ,m
<br /> ' l�`�`;:; � with fasteners perIRC ` l 1 ZgD¢O�"G3w
<br /> I able R502.2.1 ■ �a �Fo°>
<br /> Joists 11..
<br /> i z ° U ~z o
<br /> Holdown device mkt 75O capaaly ,<¢
<br /> I 1Deck Joist 1 Fi°ca."t at 4 locations,evenly dishibuted akxgIII Floor'Isis O N 'a o z
<br /> deck/11 whNn 2'of each end of the
<br /> M O U
<br /> r ledger.Holdown devices shall fully ONO Q o O
<br /> Decking �'� p
<br /> //� I�j, engage deck joist perloldown �z��z�Z a m
<br /> /r ���,•,• manufacturer m
<br /> / / 1--� (slight offset allowed). m °¢a ¢ a
<br /> 24"max �� i'/ // ',OP-1111°A.,, Option#1 Ahdysueaded3R•diameter Ngsaew O tion#2 E'fy
<br /> overhang ''8.„,,,e'''''''// h1:;-"/41'"
<br /> ," �� %l71P„....--.7..W.4 .,'� (Required for New Construction) PnedrJbdwhnin 3'penetration to ranter
<br /> g � / of top p ate.sN�.w header. (Existing ConsWIXlon Only)
<br /> 2�oww oSa
<br /> '•! moi. tea./ -,411„,..P .,,,,
<br /> °Ut-a¢Ut-2
<br /> i
<br /> /%/„��.;�� /%� ��% /%j/ ,' Nota ota rked Ch
<br /> =/" These details are eppikable Holdown are nU
<br /> gj/ v vdf elsare.--.. da�d�3•-0' w
<br /> z//i ,,- / i .../"Y., � fico m
<br /> � �� ..0:::,,,,„44/
<br /> // / 0 Ledger Attachment for Lateral Loads Per IRC 502.2.2.3 Wt� o
<br /> //� ._ / e Positive joist to F I ' "'
<br /> .'1 �/ „,,o- ledger connection C
<br /> Joist Spacing J 0. �j� s 4x4 .pmt
<br /> r / See Table R502.2.2. 4 �,
<br /> see Span Table --.41,,,-- e //�!i tie' A 578'a galvanizederod b. QUO'o.c max.,Typ LL
<br /> OSj ' t '' I wrnuts&amdw/ 1 Z s
<br /> S.•�,�. . } i. /i/ aro awashds 7nen F� Z
<br /> \I”..-,--m...,,,,..., '. g ,f,-7, g
<br /> zkmaaMSmu
<br /> 4x4 posts min,w/ Y Joist span, F ■ �'�� W ° 5
<br /> 8'0"max.height `i see span table m� Min.16006 °z
<br /> and 6x6 for 8'0"to i tension strain Section A a i s
<br /> �r�t�
<br /> 10'Q"max.height rim' U a E
<br /> say 0 ea edr rah. O 2
<br /> wlhreaded rad w! IT) 3 i
<br /> Girder beam B sr nuts&washers
<br /> 7Bmin.bloddng w w , Q
<br /> Non-corrosive metal '�
<br /> post/beam connector -� y -L rein Z °
<br /> 1 u
<br /> 7x8 nuns deck Talij' \1, n '11 6 C
<br /> joists&rims Dii'ninanrmu Mill Ii� I— rn w'
<br /> Continuous solid blocking Footing,see Span ' r"" �t���t V t ,c, i
<br /> between joists Table and Footing
<br /> Note:
<br /> s above details for connecaau.orprmnde' engineered Min.teemmtension straps` it O A" .,
<br /> des(gn that shows Guards can resist a single concentrated load c
<br /> Note: of have
<br /> lbs hmentLite;irection at any porn.arm the top arc Section
<br /> 24"maximum beam overhang - have attachment devices and supporhng swctun fo transfer this �7 B � d '
<br /> Guardrails are required when the 04800, rril(ate st Uetural elements of the bugdtng per IBC W U
<br /> deck is more than 30 above,
<br /> grade. "
<br /> CD(
<br /> Q Guardrail Connection Qt
<br /> (Guarddis are required when the deck is more
<br /> than 30`above grade.)
<br /> Typical Deck
<br /> 36'minimum high guard
<br /> Existing building with kntennedehe rails \ Basic Decks
<br /> Deck Connections Flashing spaces so theta sphere
<br /> 4"In diameter cannot CP
<br /> See deta8. Pass through �/�J�
<br /> All fasteners.nails,bolts,screws.etc.must be corrosion resistant. See Deck _ reg hal
<br /> Construction Note 3.page 2. /, �et-Decking // C0""e ms ~ N r T n
<br /> Follow manufacturer's Instructions for timber connectors. / ���ffff E. F+��
<br /> OD
<br /> Connections Nailing , Secure basusters
<br /> + with(.#8d wood (•:l
<br /> 1 Joist on deck beam;toenail each end (3)ad ` j
<br /> ` screw,op&bottom r T ''' iG�
<br /> 2 Bridging or blocking to joist;toenail ea.side,ea. end (3)Ed \ Ye"spacing \ 1�+1~, r'Tj
<br /> 3 2x decking to joist or deck beam;blind and face nail (2)16d _/ recommended N. / /^� F+�
<br /> mug connection. for drainage eoqutred arils r2tp pof t ) W r ,
<br /> aostexceedadd` /��-! �.,.�1
<br /> fanotinngxn�s see the _
<br /> spfrom 00 W
<br /> cn
<br /> underUte proposed deck,or ifthere is an existing patio 4x4 ppoodstss min.w/
<br /> under the prot>osad deck. 8'-0"mex.henN
<br /> 5'-8"minimum dearance and 8x'
<br /> '4,.: x t x ,y �' 3.0" 4i s g a, must be maintained.Please for 8,0"to w z
<br /> �'x"*u '^a'rr' .f wall in openingsIn misting 10'0'max.height W E.(
<br /> 3 .>a s a x e ' ,,d,s x 9 wall in eleva0an view.
<br /> 12" f - 4e A E-,
<br /> 1 rr1
<br /> / n 16( ,�„r9r "- s->orM:v% Note: Manufactured post Fri
<br /> \ pier blocks may be base cast In footing M�k:T•�� �
<br /> L ^1 1, I I, substituted 1d TVpe A 3,000 psi concrete W F.
<br /> rr 21.0' footings. (no
<br /> spoon rewired)
<br /> Finished grade w 'O W
<br /> \ '',,t.',. .010•16,440:160
<br /> kY
<br /> � � v� )`°�s 4'�,r )�` t `bar ry false( rr'
<br /> $„ s(" W"z 5 / " n ®x11 — i11111111Ifu°g & 11 ll (aearto bottom of
<br /> I II II II I1.11II. loo• Foos �I
<br /> --15 5;--e- I IIII 11=r1 1l 1 Il_� li Ir. to bea on "g
<br /> \ II 11=11=11 11=1I-II=.11=11-11=11. undisturbed
<br /> 22 5" 6" Typical Deck Section earth.
<br /> / ®x2 Or 1/3 the height of Is grease,
<br /> !/ Beam must occur
<br /> whichever la greater e
<br /> over peels with t•1/2`min.bearing
<br /> / Corrosion resistant, 'min.
<br /> 3 mems manufacturers
<br /> raps cider beam 02-06-S
<br /> o i r i *" ( t Followml column
<br /> cap.
<br /> r x 5 installation instructions. �;
<br /> Knee Maces are de to to s
<br /> `�¢ z - .zr u gz � t �t s. '"' .�r< 1 f 12 ^� exceeds4 "feet oto topMpoat
<br /> " "P h?. � mak.' :» r r.-= 1 �.. b
<br /> . -z.,---,---,--,- '•^4 . n .uq. r ,.s',rt' , ,fib, E 7137
<br /> 4x4 knee brace . ,.
<br /> (I)3ffs-diameter thru-bolt
<br /> Alternate Knee Brace Detail: �' with washers,top&bottom(typical)
<br /> ost knee brace ith face nailed ea.aide of4
<br /> Exterior Corbel Details (See page e 1/9 for reference). Material = (Western Cedar) posta�beamwto and4 detbateaon Pessuretreeted
<br /> P1" = 1' 0" face connection wood post
<br /> Post to Beam Connection w/Knee Brace
<br />
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