Plans (43) RECEIVED
JUN 1 4 2016
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CITY OF TIG'Afir,) 1 IL.041---1 '
BUILDING DIVISIOL N . . _
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°° 3) CITY OF TIGARD
I SW PLANTATION TERRACE
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I-Li-1C SW PLANTATION TERRACE
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COLLECTION
RECEIVEDJUN2016
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MCKING OVER
SHING WI DRP
2XF I �2X LEDGER WIlir Dik BOLTS
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EXISTING WALL i END OF LEDGER.
FRAIVING OR 1
CONCRETE WALL I
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Figure 6-Attachment 4)1 Ledger Board to Band Board with Delft.
(See f=igure 11 for Spacing PS").
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Typical Deck Details revised 2108 _
Pod*
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rtilit TYPtCAL COWMAN.. .P'''
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Figure 33-Stair Guard Requirements
I ne-s,t t t1tS fln.
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ISLOPED HANGER
dare 34-Stair Stringer Connection€etail
STAIR HANDRAIL REQUIREMENTS
4 it210.0111t c#t t tfi PV 51 11414 ttta#s. ass txau VII Ul.d3}r*. c
and shall be of decay-resistant and/or corrosion- 4° ` ''resistant material See Figure 35. The hand grip 1-1/2 ' i
portion,if circular, shall be between
'S Y."�ra� 7" in a�mcc ccar�tinax Chnruac ntFlrar than handrail'.
between 4 and 1 1
not greater Malt 6l°'with a I r
maximum cross sectional dimension of 2'l.'. All rianarao
shapes shall have a smooth surface with no sharp
F
z__ - • . -_- _. ra 3_ Randall Requirements
point carecuy over me niggriest tibvr aniu swan return returri jl iue gualia 1tt eaiwi 1st .
Figure 36. Handrails;may be interrupted at guardrail posts only,at a turn in the stair.
Typhi Deck Details revised V08 Page 26 of 27
.r,a a .aa an, aJy..r#a ar ra a.xa x- a -aan a a# air arra:,.
(Note:All footings are to be placed a minimum of 12 inches below the surface
of the finished grade and cannot be placed on fill.)
2x6 joists cannot be used when a guardrail is required.
1.) if you I And 2.)you I Then 3.) I And 4.)the I And 5.)they J And 6.)the`
3 3. �_„-_ — fix-,.�x.:.... S •>,.a - ma=�.b,.� F .. .,, x....-. f �t, .s.,
'
"A.' mat is: b_= only span size joist =spaced a =supporting the 3
supporting the joists you can use maximum posts will need
the beam "C": is: of: to be a
spaced: minimum of:
12"xf 4"x Th" I
n 4xti or(2)2x6 6'-0"apart 6'-0't 2x6 24"apart i 16''diameter x
18"
4x8 or(2)2x8 8'-6"apart 6'-0" 2x6 24"apart0ia ter
2
x
20"diameetex
IP" s
4x10 or(2) { j i i
2x12 10'-6"apart 6'-0" 2x6 24"apart 23"diameter x
18"
4x12 +2'-6"apart 6'-0" 2x622"x22"x18"or
24 apart 25"diameter x w
} f
2x6 or l "apart or '18x i8"x 10"or
16
4x6 or(2) 2x8 6'-O"apart 8'-O" p ' 20"diameter x
2x8 24"apart /8"
,r->L i A A 20"x20")(18"or
4x10 or(2) " .. 2x6 or 16"apart or ' 22"x22"x18"or
2x12
g.„6-apart 8-Q 2x8 24"apart 25"diameter x
18
41(12 i t`-u`apaii. $,
2x: • o4"apart z:.,/`ti itiiei A
ij 18"
2x8 or 16"apart or
4x6 or(2)2x8 5`-6"apart 10'-o"
x10 ;8xi8xi8or
0"diameter x
4x8 or(2) i { 2x8 or 16"apart or { ` _
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2x10 7'-6"apart 1°I-oil 2x10 24"apart 3"diameter x
18
4x10 or(2) 16" 22"x22"x'18"or
1 ', 9'-0"apart 10'-(t" 2x8 or apart or "
Y-,p .,-=r: o.4„ :,e: 25 diameter x
4x12 10'-6"apart 10'-4" 2x8 or 16"apart or 24"x24"x18"or
24"apart 27„diameter x
18”
t€r i^ r._n" 121-0" 2x10 or 16"apart or 18"x18"x18"or
Typical Deck Details revised 2/08 Page 7 of 27
2X6 top railing connect to _. XI 2X2 picket at 51/2" O.C. max.
post with (2) #10X3" screws _ attach pickets at top and bottom
(may be flat or vertical) with (2)#8 wood screws or
—4-- (2) spiral shank nails each
2X4 bottom railing connect to i E I ...____ 4X4 post
post with (2) #10X3" screws
1
Decking ---► r i
I ` .___ See guard post
I attachment options
/ Figs. 25 - 32
Deck framing —t \ �– /
A Fig.24:Guardrail railing and picket detail
Guardrail Post Attachment
Here are three options for guardrail post attachment; You may use one of these options or may submit a different design
with drawings and calculations prepared by a professional engineer licensed in the State of Oregon.
Guardrail posts shall be spaced per Figure 23 and attached per Figures 25 through 32. Note: 2x8 minimum joists are
required for Figures 25, 26, 2Z 30,and 31, and minimum 2x10 joists for Figures 28 and 29. You may use one of these
options.
4X4 posts (pickets and _._.__
rails not shown for clarity)
Simpson HD3B or equal holdown
with (2) 5/8" dia. galvanized through
bolts with washers at far side
Decking '///_A//, /////I %/�/% •
r11rlIwA I _
6 Al11/2" VA�'hl (2) 5/8" dia. galvanized through
r„.. 1/11111r bolts with washers
�ii.._f— 'I
2X8 min. 2X8 rim joist with
deck joists (3) 16d nails at each joist
A Fig.25:Guardrail attachment OPTION 1-Deck joists perpendicular to guardrail,
post on outside,manufactured connectors
14 • DECK DESIGN GUIDE
Y 16"Min. y
'1 'I, DETAIL Ae (Figure 31)
I /J— DTT2Z deck joist perpendicular to guardrail
I
I 44x4(min.)guardrail
440014..
I:111*A.,
Ir
Wet--
\ ( post at 48"o.c.(max.)
1� a
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at lit
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. `i) 2x8(min.)
_ blocking c
(min.)
deck110
joists
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DETAILB I I
(Figure 32) _
7,/"..-----anow•Ti
DTT2Z
deck joist parallel
to guardrail
c\--
2x8(min.)run joist beam
,....,_. ____Y
below
a
A Figure 30:Guardrail attachment OPTION 3 plan view
Guardrail post Guardrail post
*tar Simpson DTT2Z (2)Simpson
holdown or equal DTT2Z holdowns
or equal(one each
tv"; Decking side of blocking)
1/2"diameter 1/2"diameter
40 machine bolts _.`�-,
� machine bolts
or threaded r11Q or threaded 1/7—,,,„.__�'�j��
rod with nuts 'u�°110u, rod with nuts i411110.
n'' ��l ,.��Tr•
� tSa i �
and washers 4 0 and washers 0 11
Blocking I
r '"4i°
•- Rim joist Deck joist (2x8 min) '
(2x8 min) `
't°" i Deck joist(2x8 min) ;
I16"Min.
X I
Detail A
Detail B
A Fig.31:Guardrail attachment OPTION 3 A Fig.32:Guardrail attachment OPTION 3
perpendicular to guardrail parallel to guardrail
DECK DESIGN GUIDE • 17