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------ss SANITARY SEWER Pacific
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Community
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j; —' 12564 SW Main Street
f 33 __ ;' j i MANHOLE Tigard,OR 97223
330.3
h _ � .r 330.1 ;' CATCH BASIN [T1 503-941-9484
; ( �i 55.0' _ \ _ DATE: 7/7/2017
.-.___. ..---m_______` 3.x2
- .'. 330 ,o l -- ---330-3T REVISIONS
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' ' - .� ------71-. - DATE
8 32
- ____ ___ u--,________--------____��_���` � '�� STREET LIGHT NO. DESCRIPTION
9 1 1
�� it J '25.99' '�� STRAW WATTLE PERIMETER
8I ' \ \ EROSION CONTROL
'� ! ; 34.00'
328______r_, � i � � ; `� �� FLOW DIRECTION ARROW
! ! \
(3) GOLDENRAIN TREE / + ! STREET SECTION, SEE
KOELREUTERIA PANICULATA "� . i\V 0 CONSTRUCTION DOCUMENTS
I
/I 1 / -____. �, H
a
o 5,458 SFopo
\
_I; __ ,, .6 kg /� �, SETBACK SUMMARY y"
i° i� BUILDING: 5AR 4.01',` FRONT SETBACK: 12'
0
sf 10.99' {�_ I FF=324.93 0 82 SIDE SETBACK: 3'
a, j � \ STREET SIDE SETBACK: 8'j � '"j ` - �� �� �� '`t �� FRONT GARAGE SETBACK: 20'
Ea LIJ z � �` �� �; FRONT PORCH SETBACK: 8'
N-cr j �' - ;,, � , i
REAR SETBACK: 15'
Q GARAGE % REAR COVERED PATIO SETBACK: 10
P.
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(N _41 ip C7 ' I , 1 i \ `
o x .324`� ./ 6.00' `' ` 1 III
'\-5 Alci, ��I PUE TYP. 10323 I �;
1 ! _ I ,_
�'Pa i I _ - \) 1_ LOT COVERAGE:
,, IP VISION ',: �,1; --7 PORCl, 6.00' I; RIVER
ILihu CLEARANCE, �„ , I PUE, TYP. LOT AREA: 5,458 SF
' "ss TRIANGLE 1 ,'` 1 F! I \____. \ TERRACE
- 2 `�it �19 — — — — — — — — — BUILDING FOOTPRINT: 1,814 SF
0 .00--- 16 20', 21.00'
`\ ', �_ �� T
�� o, ftillEAST
v
° 41.0' COVERED PORCH: 52 SF
o ! 322.0 / / f�
f f f' ` 323.1 \ „ _.._/
lit
o 44 k" I ," COVERED REAR PATIO: 170 SF
rn �Z - —
i -'�.. f - �' CANTILEVER LIVING SPACE: 40 SF
4� STORM LATERAL SANITARY LATERAL 83
v + ,.,, / r l /ss ----'7.<5
+ MI
l , 0 / WATER METER DECK AREA: 0 SF PLOT PLAN
/ SW SNOWDALE STREETEl___3) TOTAL COVERAGE: 2,076 SF
ti
i g2 ---�,, \ \ 38.0 %
ci 1N 1V f ry\ �y" I_,a-,yil ��-
" ! I ----4W
— IMPERVIOUS AREA: 2,635 SF` '` ,-
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E2 POLYGON NORTHWEST (503) 221 -1920 CITY � `'Apa (ii)
C Approved may' r��(l ril Cid PROJECT NO.: 395-041
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2S1 W6 TYPE: CONSTRUCTION
Date: 11-LI-17
SCALE REVIEWED BY: PRE
LOT 83 (R-7, STANDARD) 0 ,o
Li) RIVER TERRACE EAST Initials: SC
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a 16943 SW SNOWDALE STREET 1INCH=20 FEET
POLYGON
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PL14-69 UP
7/29/2014
14" OPEN WEB JOIST @ 19.2"O.C.
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Q START FRAMING HERE > Products
I� RM1 PIotID Length Product Plies Net Qty
1 IRM1 47-00-00 1"x 14"APA Rim Board 1 1
''-4 RM1 40-00-00 1"x 14"APA Rim Board 1 1
RM1 39-00-00 1"x 14"APA Rim Board 1 1
RM1 21-00-00 1"x 14"APA Rim Board 1 1
RM1 12-00-00 1"x 14"APA Rim Board 1 1
RM1 8-00-00 1"x 14"APA Rim Board 1 2
' ,, - RM1 4-00-00 1"x 14"APA Rim Board 1 3
BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
-' Ll' BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
p p BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
M4 f .4f4 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
— '—a "
iv' te _-'-`wziu "` 'B -: — BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
p®1 `,� __ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14
1 2
or,r;r IM.$MM=. gl 11 —4t—r BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
�° BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
X00 70 .t BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1
m E , 2 'LI BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1
cc " ' BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1
p '4' BM11 4-00-00 BBO2 1 1
HH�j �I Q
a �BM5i _ l,1= FLOOR LOADING
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-� _ �, BK1=BLOCKING
�i 893 aQ - - - -8 -°'- - -q, Rliii. 15 DL
ACCESSORIES QTY
• " - ° _ • ® TH017140-2 16
1Q ITT14 3
1 X 14 OSB RIM FOR SHEAR BLOCKING 21'
SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN '
REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
AND SHEAR BLOCKING REQUIREMENTS.
....•Int. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
A Imo ''. _ _�6K1] _ m 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
E-,.,,,=. e�= r —e--_-_ -....ter
M7] II WHERE PLATE NAILING AT
II SHEARWALL ABOVE EXCEEDS ONE •
RM1 _.= a=�d�=� C 3a® c3..s�mA—.a—II—JJ_ ROW,PROVIDE ADD'L BLOCKING OR II I
]RMil WIDER RIM MATERIAL AS REQ'D.
I ElCONFORMS TO DESIGN CONCEPT JOIST WITH RIM
® CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
®CONFORMS TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT
0=IsSNi.OZSIGN CONCEPT WITH
HIS SIC,DRAPING MS SEEN REVIEFED FOR GENERAL CCAFCA6PNGE
O NON DES'THE DESIGN AND SPECIFICATIONS
ONLY AND E KT RELIEVE'TIE PacM umber
CONFORMING _ FPB DESIGN
ANC AESPON I ND DA F A RELIEV,4CE N]TH iXE
DESIGN DA SIING3 AND PEC'FI PRIDNS ALL EIHIGH NAVE ALL DIMENSIONS
(24x36 SHEET) SCALE: 1 411 = 1'-0" � • _� By:00ENIsE AEBtSS x. °Orxcc DAs a1_AI ALL D:u9.SE
-uexl,FuNI( e 9/22/14 B➢: Iona R.Eaton Dace:September 19.NIA & TRUSS COMPANY
B,MILBRANDT ARCHITECTS CT ENGINEERING INC