Plans (66) WC S 111 C , Tax Lot04900 , "2 05 Murdock : t ` ; !t v-----
City: Tigard PC7 '
Approved plans R.
County: Washington shall be on job site.
APR 28 '.,';
CITY OF
BUILDING 0'
CITy_OF TIGARD
Approved... . 1ITC (t.-1
Conditionally Approred [ ]
See Letter to:Follow.....- [ ]
Attached
Permit Nu ber:ttLf OfO-Eti!42.-
At, ...-i . 410� y .,f _
Thr, -AIM Date:
!'. 7/ O /2
LIABILITY co
The City of Tigard and its ,—
employees shall not be
(E) Home responsible for discrepancies
coe ----..\
to remain uncha ged. which may appear herein.
((e) lot coverage: 2298 SF) +.,
a)
L
e-- Roof Over Hang v
r
O
Area of new
_ garage addition. m
/,,i/(7/7 ((N) lot coverage added
468 SF) Cn
261-11 7/$"
5'-0�
15.44'
)/1&51-0")_,../..-*------------...-�5'-0n
0
KI a.4: P
31 '-5"
31 .42' OFFICE COPY
//'� I `SN. ////~ I ``N� ProjiaCl1Y Bldg Design Consultants & Assoe.'sjectTitle Project Manager Project ID
\� Mitchell Garage Addition
�/ \ / `\ PO BOX 6542 Project address: Drawn By Scale
l� \� l� ` Beaverton, Or. 97005 10205 SW Murdock TH 1/4:1-0
r -I— -f 7 4 --I- 503.270.6128 Reviewed By Drawing No.
\\ i� t\ Pro JBldg 9
ec ive Design Consultants & Assoc.'s wing Title Date 1
---q--
\\�` //// \\�` /// Site Plan CAD File Name of
..,
(N) New
Foundation Notes:
VOW.CONSTROVINA (E) Existing to remain
,
(see cross section page for tooting detail.)
.
_
, E:710Fr CFHEArea, Foundation per ORS
C20-8 Chpt 4 Foundations,
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,," '"•-•., ,..-"" ',.., PrMletVe Bldg Design Consu tants Si Assoc '-?'
I . Mitchell Garage Addition
\ / \
/ I . ,, \ PO BOX 6542 Project address: Drum Cy Nook
it \ e \
1
- I , i \ Beaverton, Cr.. 97005 10205 SW Murdock TH (41-0
4
- r
7"------+- +
1 —+ 501270.6128 ftr.oed Cy Orrtoirg N a.
/ \ /
\ i \ .
./PrtlYttive Bldg Design Consultants & r
Assoc.il VIII* Cate 4
IV
\ i \ e
, \ ire. \ / Foundation of
. -..„ ...... .,.- WI Fite N lye
-."...
,
' .. .-----.-1.....--
_
I
19'-O" N
/ / Existing
Kitchen
Note:
:gee cross section page lZ1
for wall, thermal, roof, and foundationo� Existing P-=.2) . {-- Q.'
detail. mud room
Walt Notes: • o E � �
N o
X
cl New 2 Car Garage .____----
�l exterior thermal barrier walls . �' + o
to be 2x6 war constrw tion.
Z. Gravitypoint loads from roof and \--
2nd f bor framing above:
:L)arterior bearing was:
,i, 7'-7"
4,' c� /
`i\-, to
a. Prescriptive mill bracing to be the UP
Continuously Sheathed Wall Bracing Method
per Table 602.10.3(2) including footnote (d)
as follows: `�
c' E 16' x7" OH
- All panel e bl
s to be ocked. o 2 Door a
- All nailing to be 4* 3C all edges, andi 2" C �. . I
f nailed. c,,
- Brace Panel to be full height of wall and min. x; o New stairs to
width to a 27" per Tate 2,'io.5
be added.
ci
is.
- Per Figure R602.10,5C4t3 •
Trpatxterror Coater gaming for ntia€ous 1 ,r Garage header 1 3/4"x14" Microllam 1 .9E LVL
Structural (see attached (Se __.•.:_..__..-------- _ - =:- • � 4.-.4- \
i--ri*c le.e 2-si- eey !r tet t,2- fes -
27'-7"
.) Ail window headers to be 4xi 2 UON.
,�'r` I ~- ��'� ���� Proal nctive Bldg Design Consultants & Assoc.'PrjectTitle Project Manager Project ID
�� Mitchell Garage Addition
/ \ ; \ PO BOX 6542 Project address: Drawn By Scab
t \ Beaverton, Or. 97005 10205 SW Murdock TH 1/4:1-0
f--r T -I- -1- 503.270.6128
Reviewed By Drawing No.
, \
`� / \, Projective Bldg Design Consultants & Assoc.TsawingTitle Date -A-----
i \ i of
Main level walls CAD File Name
1,
Existing walls to remain I 1
Existing wall to be removed —.
New walls
is, L
•
Existing
Kitchen
19'4123%. 4.3T full ht. sheathed p. el
10'-111
f 6'-1"
z'-s 2'-R"
GI
See cross section page ,a o0 41-0x51-0
1-0x51-0 2'-0'
c �, Slider egress
for wall, thermal, roof, and foundation .a) pr tit ..
Existing
detail. co
..� mud room eh
SW front corner
y 13'-0x4'-C of existing home.
Wall bracing: c E 4'-0x3'-0 E s ngle hung
a. Prescriptive wall bracing follows: M Transom c
- Per Figure 8602.10.5 I b
Typical Exterior Corner Framing for Continuous :4- — *-
Structural N Q Up
1
x 71_71,
b. Table R602.10.5 Q Off ce/Bedroom / / °-
.en requirements or braced wall panels N 2nd f bor Z,
in continuously sheathed wall: .. —1(12,.. .. ..
_ - Panel widths for ' wall ht. - min. "
Panel width for 8' wall ht. - ruin 32" T! ti `l \ -__A„ Nr-
- Panel placement: I 4'-0x3'-0
to each end of wall, and not to be spaced more .. Transom
25' apart intermediate iate panels between wall ends. s -1 -
ao
c.Table R602.10.5 (C) 4'-0x5'-0 4'-0x5'-0 s T
- 4:1 aspect ratio may . oly when ao Slider egress Slider I
Figure 602.10.5 is used. N
.,,_:........44. 1 / tol
27I-V23%=
23%= 6.325' full ht. sheathed panel
/ /
• i' \\ ,. \� Pro`�nctive BldgDesign Consultants & Assoc.,Pent Title Project Manager Project ID
�� J g Mitchell Garage Addition Michael Mitchell
// \ / `\ PO BOX 6542 Project address: Drawn By Scale
/ \ \ Beaverton, Or. 97005 10205 SW Murdock TH 1/4:1-0
1 + 1 1 4 503.270.6128 Reviewed By Drawing No.
-r t r —f—
,\ 1 ,\ Pro ecive BldgDesign Consultants & Assoc.'s wing Title Date C
\\ �/ \\ �/ J 9 V of
—A-- 1
?nrl f bor of aaraoe addition CAD File Name
r
Floor framing notes: ti L
f bor joist: 2x12 @ 16" OC. 18'-o'er" Existing
• 3/4" TG sheating to be 4' �` Kitchen
attached w/ const. ahesive 19'-O"
• and screwed down w/ #9 3" 4'-0" 4'-0" 4'-0" 4'-0"
screws at 6" OC vertical edges and / t t 1
12°' in the feld. \ — t
(See cross section) 1
Irl ermediate
I
block line. I Existing
mud room
I I ?
I 1
I I ^ t
II10 I / 71...7 II f .
N I L6x12 co
I
T-
1
I 1
1 I
II Down —__ ..
1 !
4'-O" I, 4'-O" 4'-0" 4'-O"
27'-7"
ill/
O 2nd f bor framing
1 /4:1 -0
_ i' — / '— `� Design rfro ective BldgDesign Consultants Project Title Project Manager Project ID
�i' �.� /i' N. Design g Mitchell Garage Addition Michael Mitchell
` , 1 & Associate's Project address: Drawn By Scale
--(r-
' i \ PO Box 6542 Beaverton, Or. 10205 SW Murdock TH 1/4:1-0
i 1 -} 97007 PH 503.270.6128 Reviewed By Drawing No.
/ Consult Drawing Title Date
�\ \\ /� projective Bldg Design Consultants 04.28.10 S of
/ \ & Associate's 2nd f bor framing CAD File Name
\ / N
/ AAitnc�ll Tirrtrr{ 8
t
Roof note: N —
Rafters 2x12 @ 24" OC. Existing
1/2" APA sheathing over Kitchen
19'-0"
. to be attached w/ 10d
2 1/2" nails 6" OC vertical 6'-6" 11'-0 3/4"
edges, and 10" in the f bid. //
' All wall blocking to be vented. ,}1
--$
(see cross section for
roof detail) I Existing
mud room
I /—2x12 rafters @ 24" OCI 1
4 I r' Ridge beam: 1/Z81- �1
'(2) 1 3/4"x16" Microllam 1.9E LVL o1 — \
I 641)
Zreet_ fFi bCcQ �81— 0/ R 4 t#11-
o re 9 i4 ® 2-y`'ac- 7'-7��
_' '� , /
r I-
a s
. I ii— .
I
11w1 1 1 1
Dcwn
27'-7"
0Roof
1 /4: 1 -0
I
• Y ` / � �\ Proj�nc ive Bldg Design Consultants & Assoc.'s ject Title
Mitchell Garage Addition
Project Manager Project ID
// \ / \ PO BOX 6542 Project address: Drawn By Scale
1 Beaverton, Or. 97005 10205 SW Murdock TH 1/4:1-0
i t ' 503.270.6128 Reviewed By Drawing No.
—r t r -1-
t\� / �"� /Projective Bldg Design Consultants & Assoc.,s wingTitle Date �,
/ . / of
N\ // \\ // CADFileName
.1Mmi 444444,
C9.-, A 3/y"x�lj,,, •�
t MiCr0/6 /,/g /.VL I -F r detail_
t NA-rlecf. i� 'Ner ('1t)/on-3`/ 12x12 DF#2 DA" 115y' µ: I Fl oor joist to be 2x12 @ 16" OC
�j e1, T , v/ V 77c.�rl C. WA/ 1 ratert t� I F1 oor sheathing tobeTG 3/4"x4Vx8* APA
N. ��\ ���o/J ���11►,1, n .l,/�il/r/���/ 1-eNyr d� 3e, . i f � CAW I rated, and po it of r connected totopo
1 � 1i0 �� l/ 50 d f iocr joists w/ construction adhesive I
, ��10fif� I Match existing.
��►���� ` ���rr�(���•* app to top of joists, then sheathing
M \ l' .` New off be/bedroom 1.ililifr rir-rt _.�-_.,._.._._�._ I attached wI min. 8D 2 1/2' ri gshan
• 2 -ott ��/���' k naffs, or# 2 1/2c - >* " OC I
- _______ � �����%l������ , rtical edges, and 10" f nailed,
Exterior wall detail: R38 batt insulation "`y�y��%%����r t� �jlDtJ��
4(7 varifag'
_ 2x6 studs 16" r d- _ ,. ` -�-. �� r;—
`-- - ww/` '15/32 APA rated . -:
sheathing over, co
Bo
w/ cement ous exte 0 = C37
Lap ,lding over. :_ -�'
21 batt insulation4.
- Floor insulat'- to be --"4"11111I
_ R26 bates+er insulation. _
o v =1�i�i�0001i,1i 00Ali►i1�►��hi►�li��►►�i►i1►�i�►�i�i►��i►0►�i►i►i►i�►i►1►►i►►i►i►i►�li►iili►i►i►►i►i►i►i=_ i 1 i
fate r wad detail: ,Clg to be covered w/ r—
Allntern interior walls to rain., ;$x4 studs
5/8" type X gypsum. = -
0 16 spacing UON, ai �v'ered w/ .4- __ ��r d'
k % Gln, 1/2" gypsumsheatang taped and M �►
-
iii bedded, .an, f tithed -typical. M
- 0 _ New stair added.
E.
•
6" f t- ht. dif btwn new slab to (e) ---\ ::, ::_. . Existing p Solid wall rail min. 36" tall. Existing bedroom
mudroom Stair rise: 7 5/8"
�/' �� New garage area - Stair run: 12"
\ -
I _ \ I„ :_ \ \ — ao
- 71-6 3/4I Li
• 1 �..� .�
N \'* \°0 •.... . . . . . .......
I
3/ ck 6" deep --�� ; _1 '� 32'-0"
over solid earth ;� T- t11-41v ,_ „ Existing area to remain unchangedI w/ 4 concrete slab pored _ ___ 8'-8"
over. 7' f
19t_Ott
/ New area ed '
o
Cross Section
0
-f 1/4": l '-0
oundation detail:
- All concrete foundation to be mono-pour.
-All footing to have (2) #4 horiz. rebar 2" offset off ground.
-All fndtn stem walls to have (1) horiz. in top end and opposite side of grade.
- All anchor bolts to PT sill plate to be min. 1/2" dia. x 10" @ 3' OC and max 12" from corners or sill plate abutments.
Washers to anchor bolts to be 3x3 square washers.
— S,Q.L 41T dle-ce -STa'Y PTA-1 F - - ,e_4—apt,
/��— \� Projdnefive Bldg Design Consultants & Assoc.'s�ectTitle Project Manager Project ID
N Mitchell Garage Addition
/� \\ / �\ PO BOX 6542 Project address: Drawn By Scale
l \ / \ Beaverton, Or. 97005p 10205 SW Murdock TH 1/4:1-0
I
-I. 50 3.2 70.612$ Reviewed By Drawing No.
, �
\� / \� /Pof
\ / N / CAD File Name
\ i \ .,
Zo
WCTIVI 2S 111BC, Tax Lot 84900 (10205 SW Murdock Street) 't,,,J, , "' ' '' • ''''
, 111\-NP 21%*P3
City: Tigard
•6ILLA 9\0( a--.;K,00 / County: Washington-6
pelt, 440 tkiA44.4'.
:ufa../..• IOW 7'',,t .,.,. '‘%.' , /
UJ
'• -""......— CITY OF TIGARD-SITE PL REVIEW _
BUILDING PERMIT NO.: ----) , pit., - .00a
0
- PLANNING DIVISION: C.10
Required Setbaks: 0- Approved 0 Not Approved 1-
7C3)
Side: - Street Side:
-57— op
Front. ___ (.4
Garage- _...'L......--' Rear: LS--
Visual Clearance: D'Apot A.eci 0 Not Approved
Maximum Building Height ....„ 2.,. feet
CWS Service Provide, I_f`ii,Z • RtgLi It ed: 0 Yes 0 No
-_-
; 17Reteived
B : Lb: Att.L.L.4 jtreCt Date. 41Aci.
ENGINEERIN9,DEPARTMEN1': ten
Actual Slope: 5 % Approved 0 Not Appr• ,ed
a...A .--
Site Plan: / 4...L pproved 0 ot . t .roved
0 in
B : 4, Date: . a
(E) Home (.0
Notes: — tt L,--,t1 /.24,....- el.._ p..... „4„--1,6-.1.- geoz:-.......-,
to remain unchaZged.
((e) lot coverage: 2298 SF) a)
a)
I._
• • 1 V)
,..
,/,// Roof Over Hang (..)
0
Area of new 13
garage addition. m
((N) lot coverage added
468 SF) v)
261-11 7/8"
/
ern,o TIGARD -SITE PLAN ' VIEW
BU LDING PERMIT NO: .•,---
51-0A
Street Trees: ii Approve. CI Not Approved 15.44' /
Notes: .1&
- =
in 0 9
In
c\i a
. t ,...
.-- 31 '-5"
31 .42'
— ...-- --- ...--
I `4"".• C_, Project Title Project Manager Project ID
/ N / P eilgetC.re'i8Idg Design Consultants & Assoc.'s Mitchell Garage Addition
/
/ PO BOX 6542 Project address: Drawn By Scale
\ / \
I
/ \ i \ Beaverton, Or. 97005 10205 SW Murdock
TH 1/4:1-0 1 1 ‘ Reviewed By Drawing No.
-r -1-- 1 7 4 -1- 503.270.6128
, \ / \ / — —
,Drawing Title Date
\ / \ /3 Ojettive Bldg Design Consultants & Assoc. s 1 of --q---
\ \ /
, . , . / Site Plan CAD File Name