Plans .. A41°K .
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30 E
Ledger Notes: LIABILITY 3 0- U At w/ (2) i x 4" RSS The City of.Tigard and its
Lag Screws (ICBO # ER -5883) / 18 employees shall not be
resp / p
@ 16" OC and onsible for discre ancies `� a
which may appear herein.
(4) 12d Nails ® 16" OC. (;�
Footing Schedule: \ \ '- '._____-7- _ __2___,L -_.._�_: " _-_ -- -_ -_ -- ._ 11, .7. I
F -1 = 8d x12" Ledger, j
F -2 =12 "x 12" see notes shall be posted C7 W Address "x 12" and visible from street. Z (.1
F -3 =18%18%12
All post to footing connection 16 " o'`' (, H w /PBS44A, • USP 1 0 ' 10 ,,� No ® w g o
AO
Post Schedule: 12' zX Approved plans 4
All Lower Posts are 4x4 PT #2 shall be on job site.
All Upper Posts are 4x6 PT #2
All post to beam connection w /(2) AC4
X ---li T C •
-- \ Beam Schedule: F -3 F -3 F -3 � � ,�' ��,
B -3 = 4x8 PT 2' /_2• / 7' / = / 2'-/ (: ) 5 '
Joist Schedule: \ y �, ri.
\_ +.1
Lower Joists PT 2x8 -16" 0.C. 2' t O v ° ti
Upper Joists PT 2x10-16" O.C. `� 0 %()' ®
Joists connected w /LU28 ' 2 F - 2 F -1 ti c 0
K Brace: x + 0� � a c w f
K = 2x6 w /(3 12d galv 6' ® E r' R 2 E_
nails per joist attachment ' 6's F - I IN
attached to ledger w /(2) F_,2 X F_2
Lag Screws
/14 !!,..,_
X Brace: 2 '
X = 2x6 w /(2) 5/16 "x5"
Lags per attachment -/1'/ 6' /1'/-
/ 8' ." ." 2' f 2' / 6' / / 8'1 Cr / 4'9 " ---/ N
Decking Material: CITY OFTIGARD
5/4x6 Composite Approved O - .:t 0
U
Conditionally Approved N
Handrail as r e q' d , 36" high - For only the work as described i _ .
PERMIT NO, .. ( ),
See Letter to: Follow
A :ch. _. . ( ):
JOb Address: _L' T 3� .
13y: -4.0_--- beta: .
DF -2 Copt< .
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O O O
a G' U U
Ledger Notes:
Attached w/ (2) a x 4" RSS o -t'''
Lag Screws (ICBO # ER -5883)
16" OC and
(4) 12d Nails ® 16" OC.
Footing Schedule:
F -1 = 8d x12" v)
F -2 =12 "x 12 "x 12" Z W o
F -3 =18 "x 18 "x 12"
1.
All post to footing connection Handrail, Z 1 .
see notes w m o
w /PBS44A, USP
Post Schedule: 3 in
AO
All Lower Posts are 4x4 PT #2
/
All Upper Posts are 4x6 PT #2 \
Ledger,
All post to beam connection w /(2) AC4 see notes LU28 2K10 PT joists ®1sy ca.
l (2) AcN 1
Beam Schedule:
2x8 PT Joists 0 16" o.c.
V C (2) AC4 li C
B -3 = 4x8 PT 7'6"
4x6 PT post X y v lis stits%. 1
Joist Schedule: x / 4x4 PT post in Lower Joists PT 2x8 -1 6" 0.C. . N cl
Upper Joists PT 2x10-16" 0.C. x € o
Joists connected w/LU28 . B
lPBS44A _ 8S44A _ PBS4 w U 0
; u) 12
K Brace: A _J -
K = 2x6 w /(3) 12d galv o
nails per joist attachment / 10' / 2'-/ w ~
attached to ledger w /(2) / -12' /
Lag Screws
Height 7 -8
X Brace: Joist Lenght 12'
X = 2x6 w /(2) 5/16 "x5" Cantilever 24"
Lags per attachment
.. a)
Decking Material:
d' 0
• 5/4x6 Composite U
t1)
Handrail as req'd, 36" high
i
0 (92( u�
d� � 8
p4
36" Guardrail Detai , 1 o ,
l
r., I " .
Stair Detail
Grabrail on stairs to be 34" above toe
Stair jacks 16' o.c. cutfrom of tread, and be grippable 1 2 min. to (.7
2x12 pressure treated 22" max. wide U 2
hem/fir #2 V a
w g °`
ii�� 2x4 top rail w /1x3 A 0 cn
„ �
, Z
' 9' min rtn - - - -
II 1/2" copper Baluster. �
01 8' ma at 3-7/8" spacing
2x a A 36"
att. to rin 3' WS 2x4 bottom rail w 1x3
Nt ;_ _ /
4x4 Post @6'6" O.C.
m .--...
2x8 pt stair Standard 2x Joist 1 attached 'w/ 8
hang 1xerd 411.I .
(2) x5 RSS —
i
2x Blocking behind post Lag screws each - l
Spans over 6'6 to be supported OS a
with either (1) 2x6 all to each 0
stair jack, or a 4x4 pt post with
footing
. mill
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Top Vier
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15'
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- 7; i T</ — — , - _ - 1 ), 7 7 "V"
x
50'
2 3'
5 ;+e Rah /-IZ' - j / ---- 21
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TX bf'25tn38DO2S 48'
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