Plans (43) .vtS7 I (� OCi 2 3--e-
478.0 ,. r
>c Zr SPGv Sr
i40, LEGEND: a..
ss-- SANITARY SEWER g
1
Pacific
` l TRACT A Community
411 1 / % „� SC - STORM DRAIN Desi �n
/ i • g
-® v3 �,. t,, 1 �4 WATER LINE
\ `r /N \ , /, - a ;.'. 12564 SW Main Street
• MANHOLE Tigard,OR 97223
486.7--- \ * Rj 503-941-9484
CATCH BASIN
�,, N \ �. DATE: 08/28/2017
co °0 i =x STREET LIGHT
`r `Y " REVISIONS
11 \\l\ \\ NO. DATE DESCRIPTION
OFFICE COPY a STRAW WATTLE PERIMETER
l • 468.1
l \ ' 21.89' '�� EROSION CONTROL
\ X17.9'
\ \ ,
\Vi 17.20'
\ V / ) I ;
4
\ o \ ,, }� SETBACK SUMMARY
\\\ b �` �, 3 1 I}� FRONT SETBACK: 20'
\\ S.
9,'x73 sF `\� d_\,__
T___-_ Tl " SIDE SETBACK: 5'
\ I ___ t— STREET SIDE SETBACK: 15'
` BUILDING: 50196D �� i ` REAR SETBACK: 15'
/ �\\\
FF=490.6 ` , 11 1 L-_
aBFF= 481.6 �\ �' x _ .. .
1 1 ,
N -
\ \
o �� y 1� I 1 . I
\ \ \,1 a I 1 t
N \ V \ V i 1
ofild ,1 �
Q `\ 1 \ \ 7.66' � j 3 }
\\ \\\\ GARAGE ---1 '- i1�� / , LOT COVERAGE:
S
PORCH 4gp 1 LOT AREA: 9,873 SF
S t �� POLYGON AT
N \
I ` \\ lr 482 1 — A
N 1 32 \� \ -� 48 t� . BUILDING FOOTPRINT: 2,323 SF BULL
3 5.61' 00-00' 4 / '"�..
a % > — _ _ ----__
�-
r'� ��, ' 6.00' 133.29' `' ' 1 �r� � '; COVERED PORCH: 273 SF MOUNTAIN
j ,.�' 'ts 27.03' PUE f\�.--..,.....,
CANTILEVER LIVING SPACE: 54 SF
M I.
J■_ _ ' 1
490 — ( 1 COVERED PATIO: 0 SF
1.-
'o / — � �
r ,'
ri / _�. --- � �a+���J f
i` 0‘ DECK AREA: 156 SF
N / / / -- „� d 488.2 = - 485.3 `' TOTAL COVERAGE: 2,806 SF LOT 31
/ , 1 g PLOT PLAN
cn - __.
; r t
f
1
�' ; �' c I - 28.4 %
o q
a. SIDEWALK ALK IMPERVIOUS AREA: 3,667 SF
0 PLANT (2) STREET ` WATER METER ' �, �``ti.
_ TREE. 2 CAL. �i``�,,,
i GOLDENRAIN TREE /1 SW SEINE DRIVE D STORMLATERAL
T
til KOELREUTERIA s � ,v _ __ L t sp I
PANICULATA - ______,„„„,,--
I'
_- -; `55 SANITARY LATERAL
C
P. POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD (5
° C 7.^� approved by Planning PROJECT NO.: 395-031
% 2S1 W8 TYPE: CONSTRUCTION
ODate: 't / 4 i 1 7 SCALE REVIEWED BY: PRE
�, LOT 31 (R-4.5, LARGE) `J /// L 0 10 20
,7POLYGON AT BULL MOUNTAIN 'nitials: I,cn
�0
z
15156 SW SEINE DRIVE 1INCH=20 FEET
NOT CLOSER THAN 20' MIN. 20'
STREET RIGHT WAY CORNER
MIN. 10'
ANY DIRECTION MIN. 4'
STREET LIGHT • CATCH BASIN
STANDARD
MIN. 4' MIN. 4'
F'- MIN21/2' FROMA
-
HARD SURFACE MIN
PLANTER 2'
STRIP
PLANTER
STRIP
_.):i 1 1
ki.,..
O 1moo 14o 111111W4 Air o 4/Aid
4 WATER a
ALK < METER v z1 SIDEWALK
PUE o
NO TREES FIRE HYDRANT,
UTILITY BOX OR
4 d :1 UTILITY POLE.
DRIVEWAY
LATERAL OR ANYW.
UNDERGROUND A °°ff `
: .
,❑ o o 4 4 �— PROPERTY LINE UTILITY
PORCH
L
r ,
[ r HOUSE
J
RIVER TERRACE
STREET TREE LOCATION AND CLEARANCES
LANDSCAPE CONTRACTOR GUIDELINES
N .T.S
\ 478.0
\\ ,"°i��`a� LEGEND:
19 a.° ‘- '4'46`-%
Pacific
�i � —SS SANITARY SEWER
r� ��� TRACT A SD STORM DRAIN Cotlunul7ity
444. / \ v ••�� _ Design
�� a WATER LINE
\ S---."...
\ ��� • MANHOLE 12Tgard Main
\486.7 ��`� ® (11503941-9x84
\ CATCH BASIN DATE: 12/11/2015
CO
v ACPp o��\ A •�1 STREET LIGHT REVISIONS
\ \ 8 6 ?".)• _ NO. DATE DESCRIPTION
>t > illi....'''''....,,..,,..,,,,...„.._
STRAW WATTLE PERIMETER
\ o 465.3 EROSION CONTROL
\ X21.89' �,` 17.9,
. ` \ \ 17.20' x\ 468 ;
\ 60 \ _\ \\ 4�4 472! SETBACK SUMMARY
111111 / 31 ,'� 4 j FRONT SETBACK: 20
\ \ \ / ---4_,___ ---,__ SIDE SETBACK: 5'
\ \"'
9,873 SF `\` • ; __..._ __ STREET SIDE SETBACK: 15'
;‘).------
-V. BUILDING: 5019BD \ ' , REAR SETBACK: 15'
\ � ' FF=490.6 1 L_____
\
/ BFF= 481.6 7111‘
/ •1 1
N \ \\ `\ i ,\ \I 1 1
711
\ \ \\\\ \ ` i \\ Q / h/
/ D. 1
/\ k 1 0
GARAGE --'� 7'b�;,�� j LOT COVERAGE:
at, ,,,,
Ci \\ \._ �- PORCH 0 -480 Alt LOT AREA: 9,873 SF
CV Q \\vil itif_ - ' 4g2 11,,l� — — POLYGON AT
32; `\ \5.61' �� � J 484 tit- 1 BUILDING FOOTPRINT: 2,323 SF
> Vil - — — I ----.:---- --.06 �; ,::,..j_, BULL
CV
CV
�s'� ��, 1� 6.00'133.29' ��-�../� ' -i COVERED PORCH: 273 SF MOUNTAIN
N s 27.03' PUE 0 l�..-
- j CANTILEVER LIVING SPACE: 54 SF
CD I
D. - // — 490 _ _ — - /- — . f _ f / \ COVERED PATIO: 0 SF
DECK AREA: 156 SF
M t� IZ'�� ��1�ij `'� � t LOT 31
_ e 4892 ���` in 481.3 mr.
y� TOTAL COVERAGE: 2,806 SF
,\. ` \ PLOT PLAN
Ni- / �/ p', �'!J- � J �n � 28.4 %
_I f 7 - J mik M-� -- t' ` I.
IMPERVIOUS AREA: 3 667 SF
" Gi
'\ . , PLANT (2) STREET 7- --- SIDEWALK WATER METER
��` i�� '
0 �� - TREE: 2" CAL. \ ----1------- 1 ;;/ \`1
a
1 \ r '" GOLDENRAIN TREE /I SW SEINE DRIVE , D STORM LATERAL . 4 ''�41 /
E �/ --! KOELREUTERIA SD _ ' ti- s
M PANICULATA SD, ,' 5 f__�_
a , I <--cv_ I S SANITARY LATERAL sc / _ ,
0
CITY OF TI GARD
POLYGON NORTHWEST (503) 221 -1920
Approved by Planning13
C /xf PROJECT NO.: 395-031
..-""
2 S 1 W 8 C / J I� TYPE: CONSTRUCTION
°' LOT 31 (R-4.5, LARGE) Date. 1, SCALE REVIEWED BY: PRE
N
POLYGON AT BULL MOUNTAIN Initials: �'''� '° 20
15156 SW SEINE DRIVE , INCH=20 FEET
384 318'
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111 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED
REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT
❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING.
OVER THIS SHOP DRAWING,
BY, MRP Date 12/15/2015 By Alexia Fukui Date 8/12/15
CT ENGINEERING INC MILBRANDT ARCHITECTS
®Copyright CorripuTrus Inc.2006
WILDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS
POLYGON NW 01/29/15 PLACEMENTRUSS CALCULATIONSA DNLY REFER O
ENGINEERED STRUCTURAL )� �'t
PROJECT
S TITLE: REVISION-I: DRAWINGS FOR ALL FURTHER
5019-B POLYGON INFORMATION.BUILDING E
DESIGNSIBLEF FOR
NON-TRUSS umber
PLAN: RESPONSIBLE FOR ALL NON-TRUSS
DRAWN 8Y." REVISION-2: TO TRUSS CONNECTIONS.BUILDING
5019 DESIGNER/ENGINEER OF RECORD TO i ir?$
I B-B CHECKED BY: REVIEW AND APPROVE OF ALL
DELIVERY LOCATION' SCALE: REVISION-3; DESIGNS PRIOR TO CONSTRUCTION .& TRUSS
RUSS COMPANY
1CV 0.15"- 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"
1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for today's builder-
2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
The plans may not be recused or s a,in nor part,without.written permission from Pacific Lumber RI GI D LAM-LVL RIGI DRI MT
(UNLESS NOTED OTHERWISE) Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG.FORESTeeoauers ROSEBURG FORST PRODUCTS
(UNLESS NOTED OTHERWISE) copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include
4)USE CAUTION WHEN CUTTING penalties of up to 320,000 per work infringed,and$100,000 per work infringed willfully. �R FPI-JOIST
FOR PLUMBING
5)PROVIDE PROPER SUPPORT AT ALL
ROSEBURG FOREST ts
vRoouc
SHEAR W ALLS
THIS/5 A PLACEMENT PLAN ONLY - PES/6N NOTES:
This layout is to be used in con junction with THIS FLOOR 5Y5TEM WAS
Architectural/Structural plans.Verify all DESIGNED TO MEET OR
shear wall blocking placement and connectors. MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD
Purchaser responsible for approving this SCALE: 1/4"-1.-0"
DEFLECTION CRITERIA
START ayout prior to any construction. START OF L/450
FRAMING 3'-31/4" 3-31/4" FRAMING FLOOR LOAD/N6:
DECK I DECK 40p5f LIVE LOAD
HERE \ I I / .{ HERE 1 2psf DEAD LOAD
I. R 1 I �_ (2)133 R1 R_1 J (2)133 _- -__L_ 51 I
-- - -- __. - _- --.__ ,-- -- -._ - ___ SLEEP/N6AREA5:
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PL 1 5-409(MAIN) REFERENCE INSTALLATION
POLYGON 1 95(BASEMENT WITH JOISTS)
Wk.* Materiel Width Depth swede Pty cutLth TotLth GUIDE FOR ALL FRAMING
51 RIggidLam LVL 3/4 1 1/5 1.5E 3 4 12 DETAILS AND I-JOIST INFORMATION
62 RIgldLam LVL 3/4 1 1/8 1.5E 1 1 6 16
53 Rigid-51M LVL 3/4 1 1/5 1.5E 2 1 8 35
54 RlgidLam LVL 3/4 1 1/5 1.5E 1 20 20
55 RigidLam LVL 3/4 1 1/5 1.5E 2 14 25
LE6END: 56 RigielLam LVL 3/4 1 1/13 1.5E 1 B 8 M
51 19111C1LBM BEA LVL 3/4 1 7/6 1.5E i 2 2 Pale' -, umber
BB BG BEAM 1 1/a 2.1E z a 25 Filler blocking is not structurally required provided both
1
0._.HANGER GALLOUT 59 BIG BEAM 5 1/2 1 1/5 2.1E 1 14 14
J 1 RFPI-20 5/4 1 7/5 66 1 B 1 1 BB Joists are continuously laterally supported by
® -SUPPORTING POST J2 RFPI-20 3/4 1 7/5 10 30 300 connection to the sheathing at the top flange.In co M P A N Y
® J3 RFPI-20 5/4 1 7/5 4 32 125 addition,the joint in the sheathing shall be positioned & TRUSS ,
-POST LOAD ABOVE J4 RFPI-20 3/4 1 7/6 3 20 60 over the center of one of the two top flanges to assure ``
J5 RFPI-20 3/4 1 7/5 12 4 413
R -RIMBOARD J6 RFPI-20 3/4 1 1/5 1 24 2a /^� shear transfer between sheathing panels. 105 155/N ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663
LB ..LVL BLOCKING J7/57 RFPI-20 3/4 1 B 1 12 12 ria",•w� PLAN DESCRIPTION/NUMBER: 1 913(BASEMENT WITH JOISTS)
R1 0513 RIM 1 1/8 7 16 112
JB -JOIST BLOCKING JB 1 51-KG 1.15 LVL 3/4 1 1/5 1.5E 21 3 53 ^� 1,34 '-,"° '-5"° '-„z "”` CUSTOMER: POLYGON
J ..JOIST GALLOUT Nal Spacing
.r82 BLKG RFPI-20 3/4 1 1/a 1 B 3 sa m .�.". M," M.. M," M.. M" Ma. M," M.. M," M.. PLAN DATED: 1 1/3O/1 5
B -BEAM(FLUSH w/JOIST) Acceeeoriee DBL1-JOIST YUTHOUT FILLER CONSTRUCTION
H 1 1MT 1 1.55-or-ITT1 1.88 15 Nr.S. DESIGNER: /CAM/L.HENDERSON DATE: 1 2/3/1 5
HDR '.HEADER(BEAM BELOW JOIST) N2 MIT4 1 1.85 42 10tla 1° z
BBO-BEAM BY OTHERS H3 L55UI25 1
FL 1 5-409 (MAIN) SHEET:2 of 3
PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM"'
quality engineered wood products for today's builder"
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. /(
The plans may not be re-used or copied.In whole or part,without written permission from PacifIC Lumber RIGI LAnn-LVL R�G��R'M
Company which retains copyrights to,and ownership of the plans.Use of these plans by any other
product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUcTE
copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include
penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully.
RFPI-JoisT
ROSEBURG FOREST PROEM=
START START
CONTRACTOR NOTES: ,DESl6N NOTES:
FRAMINGFRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
HERE N / HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED TD EOLIVEMEET
OAD
OR
(UNLESS NOTED OTHERWISE) DEFLECTION CRITERIA
9-1/2 RFPI-20 e 16"O.G. - 9-1/2 RFPI-20 e 15.0.C. 3)ALL BEAMS PER DESIGNER'S PLAN
(UNLESS NOTED OTHERWISE) OF L/450
4)USE CAUTION WHEN CUTTING FLOOR LORD/N6:
PATIOPATIO 5)PROVIDE PROPER SUPPORT AT ALL FOR PLUMBING 40psf LIVE LOAD
I I 1 2p5f DEAD LOAD
I R1R1 I SHEARWALLS
ponm!•mmimmi I I —_. iim T ILMI! •I _ SLEEP/N6 AREAS:
j II II I H j j, • - -c6;1 u t r a THIS IS A PLACEMENT PLAN ONLY 30psf LIVE LOAD
li i I II I ( I, This layout is to be used in conjunction with 1 2psf DEAD LOAD
iI II I I I I I II Architectural/Structural plans.Verify all
'i .i % R 1 shear wall blocking placement and connectors ROOPLOAD/N6.
-1 li jl ii ;I I Il I II I Purchaser responsible for approving this 25psf LIVE LOAD
• I ;i 1 T 5f DEAD LOAD
ij I• li • w ii I ,ayout prior to any construction. P
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IMPORTANTI
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
Q CONFORMS TO DESIGN CONCEPT DETAILS AND I-JOIST INFORMATION
❑ CONFORMS TO DESIGN CONCEPT WITH
LEGEND: PL 1 ON (Basement Floor) REVISINON-CONS AS RMING-N Pacufi umber
�\ POLYGON 1 9B(BASEMENT WITH JOISTS) - � NON-CONFORMING-REVISE AND RESUBMIT
( H J_-HANGER CALLOUT Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
IN CONFORMS TO DESIGN CONCEPT
�® -SUPPORTING POST B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE wamsrooe smnannwm, & TRUSS
B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �sw C OMPA N Y
e -POST LOAD ABOVE JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 25 3 15 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1:1 NON-CONFORMING-11.1SE&RESUBMIT -
OVER THIS SHOP DRAWING.
R -RIMBOARD JB2 BLKG RF19I-20 1 3/4 9 1/2 13 3 39 By: MRP Oat 12/10/2015 10515 SW ALLEN BLVD BEAVERTON,OREGON 9-!005 (503)558-9663
J 1 RFPI-20 1 3/4 9 1/2 _ 2 22 24 PLAN DESCRIPTION/NUMBER: 1 95(BASEMENT WITH JOISTS)
LB -LVL BLOCKING _ ,n u ns
JB -JOIST BLOCKING J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC rMIiBRANDT ARCHITECTS
4 RFPI-20 1 3/4 9 1/2 24 26 624 CUSTOMER: POLYGON
J -JOIST GALLOUT R.1 OSB Rim 1 9 1/2 3 16 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/1 5
B -BEAM(FLUSH w/JOIST)
HDR -HEADER(BEAM BELOW JOIST) Accessories SCALE: 1/4"-1'-O" DESIGNER: KAM/L HENDERSON DATE: 12/3/1 5
H1 IITT9.5 4
550-BEAM BY OTHERS BASEMENT
PL 1 5-40 9 FLOOR SHEET: 1 of 3
START FRAMING HERE
9-00-00
/ 8-00-00 1 0
BM1
MOVE JOISTS +1- 4" TO ,._.
AVOID PLUMBING N O II' ,---,
24" OPEN WEB JOIST @ 19.2" O.C.
0
® POLYGON
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LL 19B (BASEMENT WITH JOISTS)
PL15-409 UPPER
12/3/2015
O O :r I, I` R- N- N- r N- 0- r N- N- r N- I-- N-I N-
. INi LNi N LL U E :.E E I E I A : E. ;LL E :E LL E LL E I LL
1F28 F28 31 Products
PIotID Length Product Plies Net Qty
0 N N !N A N CO N BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
LL LL LL 'LL LL LL 'LL LL BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
N a ELIYON e T I /\ BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
1 " Foy O BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
' A!<.� z7-11-06
s
CONFORMS TO DESIGN CONCEPT )3(1, 28 F36 F38.® t_._ . _•—� �_�._� F0M4I:, A —I_ _19 ,__
❑ CONFORMS TO DESIGN CONCEPT WITH 1N I N '- �BM6I �'
18-09-DO 9 "� I
/ ACCESSORIES QTY
REVISIONS AS SHOWN LL LLI 0
NONCONFORMING REVISE AND RESUBMIT 5 F53 F�6-28 f26 28' 28 F28 28 F36 F38F3D
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
,.m., I. : 0 HIT424 43
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE k 1111
I 2X4 DF#2&BTR FOR RIBBON 220'
FABRICATOR VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �. R
DESIGN DRAWINGS NOD SPECIFICATIONS ALL OF WHICH HAVE PRIORITY LNL -
OVER THIS SHOP DRAWING. P
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Pati umber SCALE: 1/4"=1'-0"on 24"x36" SHEET
8& TRUSS COMPANY
SHEET 3 OF 3