Plans . ., .
Et; q
Ledger Notes: Footing Schedule: Post Schedule: Beam Schedule; K Brace; o .1 a ° 8
Attached w/ (2) A x 4" RSS F -1 = 8 "d F -2 = 12 "x12" P -1 = 4x4 B -1 = 4x6, B -2 = 4x8, K = 2x6 w /(3) 12d galv nails g p
Lag Screws (ICBO # ER -5883) F -3 = 16 "x16 ", F -4 = 18 "x18" P-2 = 4x6 B -3 = 4x10, B -4 = 4x12 per joist attachment attached
0 16" OC and (4) 12d Nails 0 F -5 = 20 "x20 ", F -6 = 24 "x24" P -3 = 6x6 B -5 = 6x8, B -6 = 6x10 to ledger w /(2) Lag Screws i gotio
16" OC. De th = 18" All Posts are PT #2 8 -7 = 6x12 b
All post to beam connection All beams are
P PT Brace: 0
If into conc. use " x 4 " Ex All post to footing connection „ u-) p' w /(2) AC4 or AC6 X= 2x6 w /(2) x 6 °' 1 N
w /PBS44A, USP Lags per attachment 1
Bolts 0 32" OC Joist Schedule:
J -1 = 2x8, J -2 = 2x10, Decking Material;
J -3 = 2x12 Composite
1z Joists connected w /LU28 Handrail as req'd, 36" O
r'0° ` � • c oo co
IA Q.� '\'''. P e a a 0.
(AN � / 2 -7 0 LEDGER, SEE NOTES r � 0 A O
\ \ ri..44. i�m—.. riiiiiiiiiiiii -?= iiiiiiiii. IA Z
ran
Win
`m1 LIARI`. ITY
IDIES rn �t�
The City { -,
13' -9" 10' ✓ Existing Deck to �, zaIl n�c�l Liits N �
e
`� �� 7e� k be Redecked. 10 emple•4� ,,,...,.� �, •
,c
12' 2�9 9 12' esp ein.
w h i c h may . :ea; Her ; �,
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o
F -1 P —Z X P y P— � / ,—
X e-13 B-a 3 co v
oa oa m
T' � .
2' F t F -3 F -3 4410 F - This permit does not authorize the violation of a.
_
rights of holders of private easements. The ap- 1 ~
O \ plicant is urged to contact any such parties and
secure tiller approval before commencing work.
/ 7' -2" / 7' -2" / Address shall be posted
/ 16' -52 =• / 2'—/ visible from street.
/ 21' / 2' 9,-113" 4 Approve
/ d CITY OF TIGARD
Conditionally Approved ):
For only the r s described in: 1
PERMIT NO - a)
See Letter to: Follow ( f' 't 0
Approved plans h .. .ere ( ):
shall be on job site. Job Ad Bess. D s
6y:
OFFICE Copy
4' ,
Irl Ledger Notes: ° 8 g
Attached w/ (2) A x 4" RSS Lag ELEVATION DETAIL o 0
Screws (ICBO # ER -5883) 0 16" OC
and (4) 12d Nails 0 16" OC. A - A u
If into conc. use I" x 4" Exp. O
Bolts 0 32" OC „
Footing Schedule:
F -1 = 8 "d F -2 = 12"x12"
F -3 = 16"x16", F -4 = 18"x18"
F -5 = 20 "x20 ", F -6 = 24 "x24" H
Depth = 18"
All post to footing connection co
w /PBS44A, USP rn
Post Schedule:
P -1 = 4x4 V `
P -2 = 4x6 A O o
P -3 = 6x6 "'
All Posts are PT #2 Z
All post to beam connection
w /(2) AC4 or AC6
Seam Schedule: HANDRAIL, SEE DETAIL
B -1 = 4x6, B -2 = 4x8,
B -3 = 4x10, B -4 = 4x12 3 ,
B -5 = 6x8, B -6 = 6x10
/
B -7 = 6x 1 2 LEDGER,SEE NOTES
All beams are PT
I 2x8 PT JOISTS O24 "O.C. I1 QM
Joist Schedule_ LU26 K B� 3
J-1 = 2x8, J-2 = 2x10, �►��° '
O
J -3 = 2x12 . N v
Joists connected w /LU28 d c o
N 2 f 1 0 ' TO 1 1 ' M E_
K Brace: x 4'i4 16j4
K = 2x6 w /(3) 12d galv nails
per joist attachment attached
to ledger w /(2) Lag Screws
X Brace:
X = 2x6 w /(2) 3'$" x 6 Lags
per attachment —
F -3
Decking Material:
Composite
Nt
/ 10' / 2' — v
U
Handrail as req'd, 36" hi / 12' /
• • , • l I Ce l
ij it•
36" High Guardrail Detail Stag Detail 1
Grabrail on stairs to be 34" above toe In 14
Stair jacks @ 16' o.c. cut from of tread, and be grippable 1 2 min to Cl) 0
2x12 pressure treated 2 2 " max. wide oe
hem/fir #2 U CNI
41 14
o.
il 2x4 top rai w/ 1x3 A O o .
11 /, _ z
9 min M ■ I 1/2" copper Baluster.
/ 11
I 13' at 3 -7/8 "spacing
I
a a . 36 p
°�"
w/4 1/9:43' WS 2x4 bottom rail w 1x3
C Per stair eat i
35 1 /
4x4 Post X6'6" 0.C. _
�a'r " Standard 2x Joist a w/ a
harg board
(2)x5 RSS — 2
2x Blocking /. Lag screws each �._ II
9 behind post P
Spans over 6'6 " to be supported ca a
with either (1) 2x6 att to each 0
stair jack, or a 4x4 pt post with
• footing
i 1�►.' t1 I
I. Top View