Plans CITY OF T1GAR SIT PLAN REVIEW
BUILDING PERMIT NO.:
PLANNING i .: t_f, 5 PP k^
Required Setbacks: Approved ❑ Not Approved
Side: 5 Street Side:
Front. Garage: Rear: IS
Visual Ctearance: f} ❑ Approved ❑ Not Approved p t
a
Maximum I.3uildint, Height• feet ` Ir :. ti
('WS Service Provider Letter Required: ❑ Yes y-- 0 eu iii
❑ Received
P o
B ( 4 . Date: t{ - '4-9 ' 0 `f r 0 0.
ENGINEERI G DEPARTMENT:
Actual Slope: _% 0 Approved 0 Not Approved aY a 1 U
Site Plan: ❑ Approved ❑ Not Approved U a m o .- • t 0
By: Date: z ® m ,
Nol4 - s: /1n C 4a ' iao s2 3 - C.)
......e 4 C4 a a can + ^ xu m Q s:
�1c/! T in
i D
- Co ; n NI
CSZI t N
'`' . W ..
N 6 ,'
- � N
s
ir 4 / •
k c- 4 "z /
rr f
w t \
Wa x
... - ,,, / ''N'INNt :
:b , / t j 5�..
U
„
O
W 2`* s
i
:3. F i
r
E
e4
, t, Oft PI
cvcgLi.,9, 20-9611
/ 1
I ‘,-
h
)7
:7j_ Mir" ix ,.. /
2 0 vilif3g 14 arX Ps
— /
A -------2/
d 0 i
ttioxfitiptiaAslarli 41,4A
T6Lt -,...;;: (119) I fi'R (Os') ti: t (Os) '6L0 (COS)
oN mintid ,W,1 \ nomie‘ mars ologsmii turtisoir) r ,
?WV N 0 1 j hil
I ii 9NDID3CI V 9NIDN33 IVOISTIO
S INDra
RICK'S
.. - usTom FENcitsiG si:Ibiec --'
lilt
.-- Gresham Hillsboro Salem i :■rt..:■it,•,,,,' l'HIP,'
(5)3) 669-0795 (50) 640-5434 (503) 463-ii i3; ,,(■■)
v■ vk witicksFencittg.cow
7 IV
/
t ) rjo:i
vi tk
ti
PI M
/
/
C
I
4 -1 0
/ i
2x8 PT 24" O.C. 2" X 6" C dar Decking
II II r'rtil II II II I II II
I II II l I
Max
TYP ,� 8. i
4X4 PT Span
Knee Braces 4X4 PT .60 --
� n
F YP Concrete Footing
16" wide X 16" deep
8" concrete under post
CEDAR HANDRAIL STAIRS & LANDINGS
Gap Max = 4"
)
8' Max Section Between Posts DECK
I 2X4 Cedar Rails 2X6 # Cedar I
STAIR JACKS
2" x 12" PT .40 O.C.
• • • • • • • 4X4 PT POST .60
_ • _ • _ • _ • _ _ • _ • 4X4 PT POST .60
36' --"fc,s, /
CONCRETE FOOTING
12" wide X 12" deep
8" Concrete block under post
— • • -• • • *NOTE
7
• • • • Stairs to land on solid flat surface
TYPICAL STAIRS
D' FRAMING 11 " treads
• A 6" - 8" risers
max . 3" variance
4X4 #1 Cedar 2X2 #1 Cedar 1/2 "X5" Lag Screws
Through Framing
POST TO BEAM CONNECTION LEDGER CONNECTION
4X8 PT Beam •
• • • • • •
• 0 •
H ail per
Approved Simpson Manufacture's
Bracket BC4
instructions
* Two 3/8 "X 5" Lag scres staggered
2'
24" O.C. entire length of ledger
Connection 4X4
3/8"X5" lag PT .60 * Approved Simpson joist Hanger,
nail per manufactures instructions
* 2X8 PT Ledger
'I N\
Knee Bracing
4X4 PT
Lagged to post & beam
NOTE: Not to scale
I