Plans (112) ,
low
mow Lr1% l/c l Z&Gni S h/ ,- &-c.
LEGEND: .— . .•1• :i. :'. •' ,/"
• • •• •• • • . •
\2‘9,2::
9z.7 SD SANITARIA tl\N:ER : • •• • •
284 3 \ •• . • P�.C1f1C
A r_ '' Community
— 284286 288 I _ V �\ SDSTORM DRAIN Design
i .�' _ � � \,,,
. �� I _ W— WATER LINE .. •..
co 1 1•S \ 1'2 o SW Main Street
c-.1
• • •
1 �� `� t \at / \ \ _ MANHOLE• : • •' • : a ': Ward,OR 97223
I — —19.47-
.,._ \ • • • • • • • • [T]503-941-9484
I� _ 26.94' 1 ..:. �� \ CATCH •
BAST •• •• .*ATE. 10/03/2016
a ��� STREET LIGHT REVISIONS
II 1 TTS C
/� �. '1 1 1 } H STRAW WA 1•R�L QCQIM�TER• • •NO. DATE DESCRIPTION
OFFICE IC COPY ' 1 1 I I � / \ l E EROSION CO •TROt: • • , .
I) II7 ,/ A- y� 4 • • • • • •
- zJjL_ 1 �� 13 62'i 4 Sn j��'- �y'a S °� • •'• •' • • • •
1 I A \ STREET SECT$ON!€EE • • 0 • • ••
_____________]
1 �? '1. \ \ \ �'`'\ CONSTRUCTION DOCUMENTS
11 \ �` PLANT (3) STREET �� 4 all a .
4.00' I , - 112 ��I � ''; TREE: 2" CAL.
•
1 5,010 SF I �� � 1 t RAYWOOD ASH/ -
r _ _
, I: ___
' a i SETBACK SUMMARY
111 b 1 , BUILDING: 3D :_6.00 FRAXINUS OXYCARPA i
cr 1 1 FF= 285.8 1 �'` PUE , , 'RAYWOOD' FRONT SETBACK: 12'
REVISION � �� - 11-
I1 i 4 �; SIDE SETBACK: 5'
`� i 1 i i r 1 �� h.,, f "" STREET SIDE SETBACK: 10'
j GARAGE I / � t! 1 �' `� 'I_4 REAR SETBACK: 15'
I i CLEARANCE I PORCH SETBACK: 8'
v 0 1 L -= ' ' GARAGE SETBACK: 20'
E I I I PO CRH `j TRIANGLE
-r- 40._ .� _
t� r i 4
— i1._— .6.00' II — — — „V -. -- ,...s. .-"- `
W 0 b t
q �`- Y
�+ '-- —r�° PUE I — —20.02' 18.54' 20 05 I ,',-`,,,I, VS S L it
skiI L e _. ry
283.z / _ � 1/` w --- LOT COVERAGE:
1
285.
c'S
1 � 5�0'
N v ..a-=; ► _.�/ /// > I �� -- LOT AREA: 5,010 SF
w SIDEWALK �``` I WATER METER F. RIVER
�, _ = ''� w ..� BUILDING FOOTPRINT: 1,569 SF TERRACE
( A, 1<.
3 1 SANITARY LATERAL t- /L PLANT (1) STREET ,1-, a f.-
. , 5s a o- S COVERED PORCH: 39 SF
TREE: 2" TRE , a „ NORTHWEST
28.00' STORM LATERAL—1
KATSURA TREE/
O N CANTILEVER LIVING SPACE: 14 SF
\_ CERCIDIPHYLLUM
D SD ��JAPONICA SD
COVERED PATIO: 162 SF
W \ W �� __ SW AMELIA STREET y w
*-..\
A,
�:. DECK AREA: 0 SF
cel __� "�--�,� — _____7_,_,,,,,...______;_.:
o - .- LOT 112
EMI Lei �; �> TOTAL COVERAGE: 1,784 SF PLOT PLAN
.... 1 A 1 , IF 1 , -------- . 4 p --4- 7,/
H ;- - -� 35.6 %
` ecr IMPERVIOUS AREA 2,355 SF
City of Tigard
��arOVed Pln8
y—�- Ifs .3
2 RIVER TERRACE NORTHWEST (503) 221 -1920 r
0
2S 1 W6 'N. S J 1 ! i{I"t I PROJECT NO.: 395-037
1 SCALE REVIEWEDTYP BY: CONSTRUCTION
APPrOv 3
�,Cn
LOT 112 (R-7, STANDARD) date: 3 'L Z 17 1D 20
RIVER TERRACE NORTHWEST tials;
Z
17319 SW AMELIA STREET Inl 1INCH=20 FEET
I
*1
6X6 6X6
♦ L_ _L _ 6x12 HDR
cn
W U
O
N
0 I–
I 0 <
o
137"
i
(2)TRIM 1213/4"' /4 \ 4 8
STUDS �S9 ,4 S1 P3 S9.0/ O\St2
E.A. END HDU IsiGHDL4 HDU4
•
-- -- j --
7=1,-1—_s � - ,;4X10 HDR >�zg 4X1 J HD-
_ _ 4X10 H DR
Z' ED
,--_\\1 I I TYP. A ADJACENT
IIc3 , WINDOWS ;1)2X6 KING
Plan e MAIN LEVEL SHEARWALLS
3 UPPER LEVEL FLOOR FRAMING
1/4 = 1 -0 ENGLISH REVIVAL- Optional Roof at Patio
PAHO WIDTH VARIES PER LOT
-•
♦
P ` . q
•
9
w Patio I,
0
37'-0"
co I
I a,
0
w 1 1
F
1 1 XOX
/ 1 1 1
wiiiiiiii immillimmommm.=immu ,amimil=imiommwmilimmimm
a_ lb
Plan 3 MAIN LEVEL
1/4" = 1'-0" PLAN
ENGLISH REVIVAL- Optional Roof at Patio
37'—0"
6x6 PT ;3/4 PATIO WIDTH VARIES PER LOT 83/" 19'—O"
POST \ , ��
♦ ��♦ 1� PT POST
♦ Dom_ X
I
16 THICKENED I j
SLAB EDGE –
D2
Lu
w
0
`D i° 3%" CONC. SLAB 5'-O"
Lu
H —__.„...
wZ
0 NI
T.O.S. w.oID S. ..
4 •
–1'-3" (- ;) I-0'-7'1 o N HDU4 0 •
' •"•
17
I r– — --
_.
Nou4
- - -
4 .r 1—‘14:91 4741.-1 ••r a: ''•
Plan3.. � "" � '
• FOUNDATION "`+'
PLA°h�" • •
• •••....
ENGLISH REVIVAL- Optional Roof at Patio••• •
PROJECT NAME: River Terrace ., - •'•••'
ARCH. JOB NO.: 1503 •BULLETM'Q•i
DATE: 03-21-16 SCALE: 1/4" = 1'-0" PAGE:
PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10
This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.
rys ala - 00-57 7
\.�, 1` �� rx X \ i; LEGEND: /"'�...�
284 3
�� 292.7 � , //� 4,-,:ti \� ss SANITARY SEWER Pacific
' i l ,`, A- '1 , \ \ \ STORM DRAIN Community
�� r � �� � ,�a. .� 288 .. E r �„
284286= &� 1 SC— Desi 11
t � ' 1 1
,s �� `� i�� ` �� ,\
\ \ WATER LINE g
N �� \ X \ i 12564 SW Main Street
1 /a i, \i It i ' t \ MANHOLE Tigard,OR 97223
I �[ / � 1 \ [T]503-941-9484
0 — — ' \ \ 'q, ,, ,_1 ' ,/y' CATCH BASIN
I 26.94' �, T �1 �� DATE: 10/03/2016
— STREET LIGHT
(� fl �. \ t" REVISIONS
��.; '; r\''
,\\'--------777-2/\ \I-73-----"\-11.
� ' _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
1 V \ ' ' �—_t ),,,
i r-' ;� EROSION CONTROL
1 I - �� 13.62' l`;
z
. I �, j° �� �� 0 STREET SECTION, SEE
1 q - 1 I ' CONSTRUCTION DOCUMENTS
I 1 f� i ,', ' - \v �� 3 PLANT (3) STREET
1 4.00' .o- 0 I 112 1E \\ �A ,, \t/ TREE: 2" CAL. ..
5,010 SF 1 ;� % RAYWOOD ASH/
111 b 1 1 I SETBACK SUMMARY
1 BUILDING: 3D � 1x.6.00 FRAXINUS OXYCARPA }
FF = 285.8 �� PUE �` RAYWOOD' L FRONT SETBACK: 12'
o i �I ' v it 1 ' �. r I' " 1€ SIDE SETBACK: 5'
"I I 1 `� i / ' i '— STREET SIDE SETBACK: 10'
� r
111 GARAGE i 1 1 ' 1 a i s , r REAR SETBACK: 15'
VISION -
a� i 1 ♦� ' I '" i" PORCH SETBACK: 8'
Y 0 1 I ! CLEARANCE1
I�,I 1 \ ,� ;� I GARAGE SETBACK: 20'
E _ I I I ` PORCH I '� 'I TRIANGLE �. 1 -
co d -__
1 1 _ a
t— 6.00' II — i w a ; _�
o o �— — o� i—PUE 1 1 —20.02' 18.54' 20.0.5_ a j \---- U ss �s
283.2 - - ��
o �. �_ �• r . `I w �s e LOT COVERAGE:
� A _ _ 285.9,,---
Nr , /415`1' '-r /1 sa.. W
c a b 1 /// > I � LOT AREA: 5,010 SF
w o ; SIDEWALK \ WATER METER [jLn
am RIVER
i r"� I t� .(/'� -- ---__ �- BUILDING FOOTPRINT: 1,569 SF TERRACE
I
3 �s �y SANITARY LATERAL `/ - PLANT (1) STREET a
csi I t = - TREE: 2" CAL. _.1 a =S COVERED PORCH: 39 SF NORTHWEST
LLI ,1
' KATSURA TREE/ Q
p 28.00' STORM LATERAL�� CERCIDIPHYLLUM , /� CANTILEVER LIVING SPACE: 14 SF
• 5[a __ SD _ \ JAPONICA sp -
r' I , I �� COVERED PATIO: 0 SF
w W / SW AMELIA STREET _._ W —P, DE K AREA. 0 SF
N .J _ 7 l'i ,. — — LOT 112
o I I_ �` - 1--1
� TOTAL COVERAGE: 1,622 SF r P OT PLAN
LI-
O ' / — [ _ / '�' _ _ 1 ��� 32.4 %
o
L 1 ,,
:1_
- ---• \ i;,t 1 r mi _. - IMPERVIOUS AREA: 2,324 SF
ii I, 11�
E
O
E
U
CISLC,),. .Fy T'IGARD
3
RIVER TERRACE NORTHWEST (503) 221 -1920 Approvpunnin (11)
PROJECTNO.: 395-037
2S1W6 irate: — `` I TYPE: CONSTRUCTION
- I �d 1 1 SCALE REVIEWED BY: PRE
LOT 112 (R-7, STANDARD) initials: C 10 0
M
RIVER TERRACE NORTHWEST
1 INCH=20 FEET
Q 17319 SW AMELIA STREET
z
° ::R PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'"
i qualify engineered wood products for lodav's builder-
,....,,,,—
.
: M°R° ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
�� The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber RIGI D LAM LV L RIGIDRI M"
ow souv .s�occ au
""; ros,s Fao ,.ewE Company.„�n�.„„ ,III TO aueiue aeLorv. p y.which retains copyrights to,and ownership of the plans.Use of these plans zbye any other
.aKK� ism,.r rosy ABOVE product. Ilh r other than Pacific Lumber Company I strict)
�� ,.,,an. reRvE'-T1 .MArc« _ PP _ p p yPInfringes Unauthorized use or ROSEBURG iPR6APR000OIS ROSEBURG FOREST PRODUCTS
enLm ro nosore�o copying of these plans,infringes rights under the Copyright Act. face liabilities that include
\� / sF�ow ro Posr ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed wlllFully. �p
410
' :' OFPF JOIST
- ,e i /Ii
CONTRACTOR NOTE5: GES/GN NOTES:
"fl...."-- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
FRm *a�w-�•ro��ti, DESIGNED TO MEET OR
5.115�:" 35 � °m°w , 2)ALL ESS NOTE PERODESIGNER'S PLAN EXCEED THE LIVE LOAD
(UNLESS NOTED OTHERWISE)
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPrBLOOKING PANELS PITH BEARING IYALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) 0F L/430
NT.S. RT.5.
4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/NG:
5)PROVIDE PROPER SUPPORT AT ALL psf VOD
12 D
SHEARWALLS 1 psf DEAD LLOAD
START START TH/5($APLACEMENT PLAN ONLY SLEEP/NG AREA5:30psf LIVE LOAD
I FRAMING FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD
I I Architectural/Structural plans.Verify all
I PATIO I HERE HERE I PATIO I shear wall blocking placement and connectors. ROOFLOAD/NG:
O / \ I Purchaser responsible for approving this 25psf LIVE LOAD
1 _ O 1 ayout prior tooany construction. 1 Tpsf DEAD LOAD
151 ,1544IH--
.
-- ------- —__— _ ---- - hf--___-=mak- -- - J'? - I'�I - -- ---___- ------------- _--
--- -------------------------JD- -I' -- ----------.• ------ - ------ - J1 k - --------------... - ---- ---- ----_
II J9 'I -
___ --- - I' --- -- -_ J'#_ ---------------�----- 0 _______
JD -- -
R1 J 11 I. J4 -J-. II. J;1+1
R1
--- - .I
- ------ J1 ----- - -
- J9 IJ1 J1 J$
14
- — - -
IL'I 1 R 1 O O R11. J 4 IIII III. DJ
-
- �'_ _/'� it LL rJir. — R1
et J1 lit
N Le
N J1 y..11 l =�0
• I
I 11
.1.
J1 R1
I'I --I- -- - j. -_ '-
I!,
J'1 J1 `n
Ji1 .A1
PORCH — .II PORCH
I R1 R1
L I J
IMPORTANT./
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 4-1 2 1 (MAIN)
POLYGON 3D
/L�EGEND: Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth pacm . umber
H
< ._-HANGER GALLOUT R 1 OSB Rim 1 9 1/2 9 18 144 i..,.
J1 RFPI-20 1 3/4 9 1/2 10 18 180
® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT p TRUSS
S S COMPANY
® J3 RFPI-20 1 3/4 9 1/2 14 25 392 SCALE: 1/4"- 1'-0" 01
-POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 11 12 204 'e,
R -RIMBO ARV B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)558-9663
LB -LVL BLOGKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14
JB -JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 - PLAN DESCRIPTION/NUMBER: 3D
CUSTOMER: POLYGON
J -JOIST GALLOUT Accessories PLAN DATED: 3/11/14
B -BEAM(FLUSH W/JOIST) H1 I THO 1 T 950-or-ITT9.5 4 DESIGNER: RANI L.HENPER5ON DATE: 4/14/14
HDR -HEADER(BEAM BELOW JOIST)
BBC)-BEAM BY OTHERS
4— 2 1 (MAIN) SHEET: 1 of 1
POLYGON
3D
PL14-121 UP
4/21/2014
14"OPEN WEB JOIST @ 19.2"O.C.
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Products
START FRAMING HERE
,4, 5-00-12 jr7PIotID Length Product Plies Net Qty
RM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1
RM1 41-00-00 1"x 14"APA Rim Board 1 1
010
'�m RM1 37-00-00 1"x 14"APA Rim Board 1 1
RM1 11-00-00 1"x 14"APA Rim Board 1 1
ill il RM1 5-00-00 1"x 14"APA Rim Board 1 1
RM1 4-00-00 1"x 14"APA Rim Board 1 1
' BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
: BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
IBK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1
15 3 A -0. BM3 20-00-00 7 X 14 BIG BEAM 1 1
A [l10 _._ . _v_ (I -K1 I_[AM,_ : _1 • _�,__,�__�^ BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1
e2;,s 0I Alm--4-1,-
,,-0� �ils - �BM8J BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1
-�
Iii'
BM4 13-00-00 5-1/2X 14 BIG BEAM 1 1
� BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1
=•_ --•_ BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1
It BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1
.IL BM2 8 00 00 3 1/2 X 14 BIG BEAM 1 1
1 re
BM11 7-00 00 3-1/2X 14 BIG BEAM 1 1
— BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1
E ` Y1
4 , ,- 1I
FLOOR LOADING
E. r II
BK1=BLOCKING 40 LL
• 9 I.-K1y- C I `5•Q1-0�l RM1=RIM BOARD 15 DL
I- 1 M2 ®
1�I It -
M ACCESSORIES QTY
01 0 THO17140-2 60
0 HUC412 2
• 1 X 14 OSB RIM FOR SHEAR BLOCKING 19'
1 c
HGUS410 1
"b-03-0' W K1 T Iit
^ "E .3-0/ �. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
IBM21f 1 0
ii IBM7[ .I REFER TO STRUCTURAL PLAN FOR ADDITIONAL
!BM11 _ BK1 O :I POST TRANSFER BLOCKING
I t-k _a-- g13-01-00 AND SHEAR BLOCKING REQUIREMENTS.
L /�---�+- --�--a II il..-am -�- 1 HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I
V
IBM51 'FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA'
JOIST WITH RIM
(24x36 SHEET) SCALE: 1/4" = 1'-0"
Paci umber
& TRUSS COMPANY