Plans '
Ledger Notes: !if
6 EI V EE Attached w/ (2) 5" LedgerLok Lag ° screws (ICC# ESR -1078) ®16" oc Approved plans a
If into conc. use x 4 " Ex shall be on job site. MA 31 1006 o O I o . 5
Bolts 0 32" OC Exp. R DI NG CE �IV I SIO
ON r- O @)
Footing Schedule: E D I G E R DECK 1
F -1 = 8 "d F -2 = 12"x12"
a
F -3 = 16 "X16 ", F -4 = 18 "X18" / 0 Ledger, See Ledger Notes LIABILITY
F -5 = 20 "x20 ", F -6 = 24 "x24" / LIA
Depth = 12" \ N. / / / / / / /// IPMrn amen∎AmorAV / / / // / / // //0 The City of Tigard and its
Post Schedule: I employees shall not be cn
P -1 = 4x4 N responsible for discrepancies Z w __
P -2 _ 4x6 which may appear herein. I p3
P -3 - 6x6 I
All Posts are PT #2 8' N w
All post to beam connection o
w /(2) AC4 N A 0 Ln
N z
Beam Schedule: HU48
F -5 '1
Da B -1 = 4x6, B -2 = 4x8, \ F -4 B -3 = 4x10, B -4 = 4x12 P —t B - 3 P -1 B -3 /
Di B -5 = 6x8, B -6 = 6x10 18'
B -7 = 6 /2' -6 "/ 8' -9" / 8'-g"
All beams are PT 8 /
8' / 2X8PT 24 "0C I
Joist Schedule: N Y
J -1 = 2x8, J -2 = 2x10, / V
J -3 = 2x12 / a) Joists PT 0 24" O.C. `�� / / / /A/ cl
L
X Brace: F -3 0_ F -3 B -2 F -3 V
X = 2x6 w /(2) 5/16x5" RSS \ P -1 P > 3' -6"
Lags per attachment W
X
Decking Material:
2x6 TK Cedar Stairs, See Detail
Handrail as req'd, 36" high 0 ®C3) / 2'-6"/ 7 - / 7' /2'
/ 20' /
CITY OF TIGARD
Approved (X): Q)
Conditionally Approved . ( ):
For only the wok in: U
PERMIT NO. '" 001 N
See Letter to: Follow
• A ch ( ):
Job Address: �L�ot _flu BE si-
B Gip 14 —A--/- =i-. 0
OFFICE COPY
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U U
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L edger Notes:
Attached w/ (2) 5" LedgerLok Lag , 6 -o
b 1
Screws (ICC# ESR -1078) ® 16" OC 0 r If into conc. use " x 4" Exp. E D I G E R DECK -
Bolts 0 32" OC '4
Elevation
Footing Schedule:
F -1 = 8 "d F -2 = 12 "x12"
F -3 = 16"x16", F -4 = 18"x18" 0 w o
F -5 = 20 "x20 ", F -6 = 24 "x24"
Depth = 12" Z 1 .
Post Schedule: w � �
P -1 = 4x4 A O
P -2 — 4x6
P -3 = 6x6 Z
All Posts are PT #
All post to beam connection
w /(2) AC4
Beam Schedule:
B -1 = 4x6, B -2 = 4x8,
B -3 = 4x10, B -4 = 4x12 Handrail, Detail
B -5 = 6x8, B -6 = 6x10
B -7 = 6x12 V 8 All beams are PT 3'
Joist Schedule: Ledger, See Ledger Notes \
J -1 = 2x8, J -2 = 2x10, i 2X8PT 24 "0C cn
J-3 = 2x12 LU28 (2) AC4 B -3 (2) AC4 113-2 B -2
Joists PT ® 24" O.C. P —' P —r X 4' W
PBS44A PBS44A
X Brace: .
X = 2x6 w /(2) 5/16x5" RSS 1
Lags per attachment -
F -5 T F -3 T
Decking Material: / 3' / 8' / 2'—/
2x6 TK Cedar
a)
Handrail as req'd, 36" high 0 as p
, N
C
M C G7
N 0 0
6 0 6 g
ig ill
„ rPa
36" High Guardrail Detail
Stair Detail
Grabrail on stairs to be 34" above toe
of tread, and be grippable 1 1n 2 min. to
Stair jacks @ 20'" o.c. cut from
2x12 pressure treated 2 max. wide N
hemr #2 w g
2 x4 top rail w /1x3 A C r
f z�
,V 2xnm or side joist i
2x;a� �r
\
IL 9' min run 2x2 Clear Cedar Baluster.
� at 5 -718" o.c. (3 gap)
„ 8' max rise
2x4/8 pt - 'A 36"
bottom rail w 1x3
att. m
rim z w14 N9x3' WS � _
(3) per stair set
1 1 _ 4x4 Post @6'6" O.C.
m
A35 S tandard 2x Joist ;=;i o
2x8 pt star (2) attached x5" RSS w/
hang board
2x Blocking attached to the joist with / Lag screws each
4- A35 on the back side, and 2 A35 on
the rim joist = ca
Spans over 6'6" to be supported to
with either (1) 2x6 att to each
stair jack, or a 4x4 pt post with J
footing girm
III J
MI
j
, Top View
it O OC)
RECEIVED
MAR 31 2006
�p I G C R CITY OF 7IGARD
13101 SW 8e n i s I A BUILDING DIVISION
'r ard, DR r7ZZ3 75/
T X ! D z5 /04/450i:6 15' Se 4- b„k
$estLE - /= Zo'`�
Zone - 4.5" Ni
Arm y d-
5' Area
Colic h To& DECK /S'
bE?X /NC /16 we_s T
5-775 Wcc.oW LANs
HOUSE Se,tbac
LA Ke Gtsr,WEC70, f 7 3s h
So 697 -9 tie,
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20 ' <« !1
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9•x6 Sp 4R
23.
�en�s