Plans (58) 14-10 S-& Ari5$ 1 a
LEGEND:
435.0 I _- ,- \ \ ss - SANITARY SEWER Pacific
434 X431 43o 14 14 Ali 1( H2O so STORM DRAIN Community
, Design
1,36%;- w WATER LINE
�: 12564 SW Main Street
TRACT B ��; O • MANHOLE Tigard,OR 97223
�
�- CATCH BASIN [T]503 941 9484
%. DATE: 5/20/2016
,,r ;�, moi;, STREET LIGHT REVISIONS
OFFIrE CO
o / ", % ,%,-� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
lbi; •3, �) EROSION CONTROL
1k Ilk 6.5.
/ / '' \O .7NIN.
o / / 452.7 Tilo ��, a A�;'
42.61' .54,21.?\ ,`�. l
�\ 444\\ .` qff ,. SETBACK SUMMARY
//////)// 4 8486 *�- FRONT SETBACK: 20'
so - i.- 446.7
I gs� �� = SIDE SETBACK: 5'
/ 1 -- -- gs � __' moi• STREET S'DE SETBACK: 15'
ft,/
w -, - -I ii ii /� � 4 ,,47.02'--------,,_______ `� ��
REAR SETBACK: 15'
:1' -4
_0 // ' i b Il BUILDING: 5019BR �!' , %`'
Il
° �- T °°v III
FF = 457.7 - i-.. / --.� 6
v I I I I i
i:ri1 1 1 r� $ I i,
O 1 I iI' 1,0 ii 24 1 "iY . \
N W.
�--.1 25 \I I it 15,035 SF GARAGE
, LOT COVERAGE:
tm 1 y I, I 1silly , \� / f
Q I I,
u IILOT AREA: 15,035 SF
�1. — — z qs iJP!J' POLYGON AT
PORCH 25.56' ♦ 7i �i
-
♦ v -moo
/ , S, /---/- " `' /, =--,-/.. /,,,f/ BUILDING FOOTPRINT: 2,323 SF BULL
I /
N -s-1 \ ' 4$4 rr / COVERED PORCH: 273 SF
//- /; MOUNTAIN
- 55.7x' �+�''' r PLANT ) STREET CANTILEVER LIVING SPACE: 49 SF
CV L.71 �
o ;< ! �� -�TREE: 2C4'
CAL.
-----� 6 JRAYWOOD ASH h
00'
,� '►�` 4, / /Lo COVERED PATIO: 0 SF
o
PUE �,�` ati ;:o FRAXINUS
°' y _ ' OXYCARPA s� DECK AREA: 213 SF
459.2 i /�,' �`�� \ ;/ LOT 24
1 �/a``�\ �` Q,:_-T �; / /
/Lo ./ 4 R-- / TOTAL COVERAGE: 2,858 SF
1 - � --— �� 410 r �' 56 PLOT PLAN
a� `, `' // 19.0 %
T 1. 6, /-- 458.6 1 f- r
N SIDEWALK h _ `� �;-- OD
/ ` PLANT 1 STREE IMPERVIOUS AREA: 3,757 SF
S� ._ WATER METER ,_ _ - � ) (i
`— 51� TREE: 2" CAL. ��
O SW SEINE DRIVE So
b GOLDENRAIN TREE /�l
3"----- SS
�`� 1�' KOELREUTERIA �
STORM LATERAL SS SANITARY LATERAL PANICULATA *,:z`, OFFICE COPY
v >. I 1 'r�� n'�---- 74---/ \� N. vii.."./ N N. / -
O
---
‘(2.))
POLYGON NORTHWEST (503) 221 -1920
° 2S1 W8 CITYTIG
ARD OF TIGARD 131/ PROJECT NO.: 395-031
TYPE: CONSTRUCTION
Approved by Planning SCALE REVIEWED BY: PRE
LOT 24 (R-4.5, LARGE) , 0
0. POLYGON AT BULL MOUNTAIN
Date. 9/1 / ( Z
15260 SW c i rfl
Initials: 'Ill r2
Q ��{' +�r 1 INCH=30 FEET
381-4 3f8'
II fI I r_ ! I I
1.10,1218_,1
11'-5112'
1 N ,�
i @ 5.
I I l I i Immummi
1 , , n FR2 GARAGE
111111111111111111,11111111111111111111111111111,1.1111111111111M 41111.1111111111111111111111111111111111A11111111116.1111M111 MEN 1 I I I« !1111111
J ���I,�1!�I�+=�'=�./
J EBR M ' U1IIL1 FJ1
rinoviri,ir, � 1 .1 1 .�-. ER CD�, I I pi
� , a ,i I l a /'+}I� ( i i i 4411.411661:
IIlKenCilli pp
1 Illgp=WAIIW'KvA If1111 ,«r /11rAnk�1 cipIlpiIiIpprII
1 1
iRIU!U
iuIiII-i-
FUURUUUhd
IRR , + J5
11,11111111111.11111.6 ,
lIIURIRUJIAmos1111 A
—111111111•111111III�I I1 IU _ it
VIZIR.MIIIIIILII I • J
4 1 M. 4! x ;=. ERE=
4RUUIR 110
• h I i IR��. 1 A (Di N
J _I_ �._ � � ,�., ll i•IRiRIRIU!
J E ! i I "'t''f iillt
I J8
J71 � � ,a,
Li- ila
t= •
•111.1ingsmiimJ7
' �d RUUR.___MIN -F T I1, - EJ5
13.Bilk ..
F -MEI , , 011111111111111111�
aiiih I h lR.F : �I ,00101, IEI; I1
ilk, 11
1 i ��.. .�r�, moninameri
IRD
'ilirm; :, .
liprIC, %Ilr
• .igi , :
r1 1 f •/M.
111
li�t�lr- � I �I�i ♦s 1 r + i�...- .
1 : -• ' Iop, 9
- --- _--- - 1111116.1
1111111 � Al
Iii
Ati
dIIii
l ':all
I . 1
�
I I I I Icm GI
191-8' I- 10'-103/4' 17 3{4' 15'-1112'
-1 21-8"1
1: 61-17 _I ❑ CONFORMS TO DESIGN CONCEPT
X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH
El CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED
REVISIONS AS SHOWN El 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 ANO DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE
I 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
CO Copyright'CompuTrus Inc.2006
BUILDER.' ISSUE DATE: ABOVE PLAN PROVIDED FORTRUSS
PLACEMENT ONLY REFER TO
POLYGON NW 01!29/15 CALCULA
L TIONS AND
INEERE !r
AL
PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER
5019-B POLYGON INFORMATION
DESIGNER/ENGINEEROF RECORD
PI PI..AN DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS
7O TRUSS CONNECTIONS.BUILDING Pa
p DESIGNER/ENGINEER OF RECORD TO
5019 B-B CHECKED BY: REVIEW AND APPROVE OF ALL ■
DELIVERY LOCATION' SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION & T R I ■ SS
'tip C O M P A N Y
1CV 0.15"- 1'
1 All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
$TART FRAMING HERE
/EDQ/ 9-00-00 /
4 8,00-00 BM1 /
V Q Q II C 7 7 11 17 7 P[4.A_-IF .- .--&N.M•11 •
MOVE JOISTS +/- 4" TO
AVOID ><-
PLUMBINGo N 2411 OPEN WEB JOIST @ 19.211 O.C.
C
4 POLYGON
N N F v_P—o—pL F p 196 (old 5019 B)
LL LL
PL14-412 UP NEW
® CONFORMS TO DESIGN CONCEPT 11r4r2015
❑ CONFORMS TO DESIGN CONCEPT WITH 6- ,- ~ . IN- r--- r-- r- o `-CO co ED
LL LL LL :LL LL LL LL LL LL LL LL 'LL LL LL LL ,LL LL LL LL LL LL 2
REVISIONS AS SHOWN ,....,... F28=
❑ NON-CONFORMING-REVISE AND RESUBMIT F31'F28VF28 Products
PIotID Length Product Plies Net Qty
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE m m m m m rr CO BM4 21-00-00 6 3/4"x 2411 Glulam(1.8E 24F-V4 DF/DF) 1 1
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N N N N 'FI.L
N N N
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE LLLL LL LLLL LL LL RM6 10-00-00 6 3/411 x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING. I BM1 9-00-00 2.0 RigidLam LVL 3=112 x 11-7/8 1 1
AIL ' �'°' S' N BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
By: Arnold A. Solomon Date; November 6, 2015 BEY Po LL UV 5-112 X 16 BIG BEAM
CT ENGINEERING INC FO
BM3 15-0�- 1 1
/ I
2 -11x6 /
-J- - --_-�-Ja _-1--�--�- °I n. _I - A:-.F38 F36'F28
®CONFORMS TO DESIGN CONCEPT _ ••.
0 CONFORMSTODESIGN CONCEPT WITH --0- -...a_--a--Q-T-7---_a_cr-�-�- 6M6
REVISgNs NOTED M I _ _ _ `,1
NON{ONFORMING-CONFORMING 18-09.06 I N; N ' N''I Ci'/
/ AQ LL LL I LL. ACCESSORIES QTY
30F38 F36 F2 .. ,, 2 28 :F8 FF28F28 F53_F54 55
n wkF:'' Mt 7;'�'
By Alexia Date 8/12/15 17-
--------w------
B - s
, ® HIT424 43
MILBRANDT ARCHITECTS
2X4 DF#2&BTR FOR RIBBON 220'
oLL
01
cv
A LL
® J BK1=BLOCKING FLOOR LOADING
N J
40 LL
DD 1°-°H�'�JLT" RM1=RIM BOARD
co c0 co co, co co co CD ,CD CD :LL ILL, ':�
15 DL
LL LL LL .LL LL LL LL LL 'LL LL 14111141414111 LL �.s CV REFER TO STRUCTURAL PLAN FOR ADDITIONAL
N POST TRANSFER BLOCKING
LL AII�-N11.01.i.liiil, LL 'LL LL -LL LL LL u- LL LL LT - AND SHEAR BLOCKING REQUIREMENTS.
—
�r F03 \kV I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I
A
0 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
-.o I FLOOR DESIGNED TO MEET OR EXCEED L/48D DEFLECTION CRITERIA I
sLL
K
F33 IF28 F28'F28 F28 F28 F28 F28 F28 F F36 F28 F28 F28 F28 F28 F28 F50 F51
® N® BM2 ® _
C J G a - G C G C
® 0 -/4' —i
_
/
DO NOT:
Loosen, remove,cut or notch
JOIST WITH DBL RIBBON any part of the open web joist.
1
PacifiJ.uiiiber I- H 11 11
SCALE: 1/4"=1 0 on 24 x36 SHEET
& TRUSS COMPANY
SHEET 2 OF 2 I
1
ROSEBURG FRAMING SYSTEM'
PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for today's builder..
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 RI GI LAM 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 ROSFBURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS
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$100,000 per work infringed willfully
RFPI=Jolsr
ROSEBURG FOREST PRODUCTS
1— —1
CONTRACTOR NOTES: DESIGN NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM Y`NA5
2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
PATIO , PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/430
START / START 4)FOR PL 8 NGUSE CAUTION HEN GUTTING FLOOR LOADING:
FRAMING \ FRAMING 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEADLIVE LOADOD
HERE \ HERE SHEARWALLS 1 2psf
Si 1 R 1 ', R=1— R 1 SLEEPING AREAS_
d� J9 _ J$ THIS/5 A PLACEMENT PLAN ONL Y.
— This layout is to be used in con junction with 1 2psf DEAD LOAD
__lihk. •i' -- iR Architectural/Structural plans.Verify all
— shear wall blocking placement and connectors ROOFLOAD/NG:
A -I ..I-9- 1 dS Purchaser responsible for approving this 25psf LIVE LOAD
_ �-- —J — --- ---- --- ayout prior to any construction. 1 ipsf
DEAD LOAD
1 .16
1 J9 - , J9 - ��
. R1
f - -r---- ,}q-- ---,1� -- JS ----
t lair
li .1
J9-. ,: JB—
..:t...r _ ND:
i_,..,,,, IT.,___ _ ,„„„„!________ 4 _
ri
&:—
NI
il
J9 J4 I; - N
•
�' J2 �- p p ------- 22--"''--
,=
L_ cal 5 _ .,...,,�P,,..,,.,
;1 O O JTiI1
— • -- --'--"'"' = - --- -"—• -- -- RPPI BLOCKING PANELS NRH BEARING IVALL ABOVE
''II W— ......-._-.--_.
_------ N-- 2X6 PONYWALL BELOW BEAM
2.C6 PONYWALL BELOW BEAM '
N.T.S.
1
1 Ai' I I
---- 2= ------ r CV N --dam. -
_ I ,gN.
__ - ..ib o R 4
________lik
xr -ratfi
-16
u-,17.
�`_' J1- F`}��'Y
l ,17. _ ___. N • _ _ J'L � �� P..'s-%ROM BOVE
____ ___ ._---8-`_._— __._.. -.,--fv-#— .-.--.. TO BEARIIG BEL01•..
•
N INSTALL
2X4 PONYrvA BELOW BEAM 2X4 PONY BELOW BEAM ,,lp I,I PER DETAIL Id.MATCH
- --' II� BEARINGSAOUASH BLOCKS
REA OE BLOCKS
J7 {' I 3't
R 1 I — - 1. R 1 `` BELory TO POST ABOVE
- ;. J7 Ih
\. R 1 ..,1
POST LOAD TRANSFER DETAIL
1 R9 Je a ---- -l_Liii ----
NTS.
JN,1 9 JB1
til___ f _A I I
I 1
1 I
PORCH PORCH
IMPORTAN 77
UPDATED 2124115 KLH REVISED 10/14/15 KLH CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION
PL 1 4-4 1 2(MAIN) III
POLYGON 19B
CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING
Mrk u I Material 1 Width I Depth I Grade Iaty Cut Lth I Tot Lth REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION
B 1 RigidLam LVL 1 3/4 4 1/2 1.5E 2 j 14 20 C] NON-CONFORMING-REVISE AND RESUBMIT ISI CONFORMS TO DESIGN CONCEPT
TY;S SHOP ORAIIINO HAS BEEN REVERSE FOR GENERAL CONFON!ISNCE ❑CONFORMSTODESIGN CONCEPT WFDI
52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 REVISIONS NOTED
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
B3 Ri idLam LVL 1 3/4 9 1/2 1.5E 2 2 4 0 NON-CONFORMING-REVISE&RESUBMIT �
LEGEND: g FASRICATORIVENDOR OF NESPONSIBILITV FOR CONFORVANCE WITH THE
B4 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 1 O DESIGN IS SINGS AND SPECIFICATIONS ALL of NCH HAVE PRIOAirr . . pa�' um er
B3 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 8 8 OVER.THIS SHOP DRAWING. '°'F'`` al "r"r"
(H}--HANGER GALLOUT R1 O5B Rim 1 9 1/2 a 16 125 """'Ss.MUM RCA
u BY,MRP Date 12/161/2015 By Ale=I.FukW D.: s/ivis
® J1 RFPI-20 1 3/4 9 1/2 1 24 24 CT ENGINEERING INC MILBRANDT ARCHITECTS
-SUPPORTING POST J2 RFFI-20 1 3/4 9 1/2 10 36 360 & TRUSS ` COMPANY
ED -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 20 20 1
J4 RFPI-20 1 3/4 9 1/2 1 15 15
R -RIMBO ARD J5 RFPI-20 1 3/4 9 1/2 1 6 6 10515 SYN ALLEN BLVD BEAVERTON,OREGON 97005 (503)555-9563
LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 5 30 240 MAIN FLOOR JOIST LAYOUT
J'i RFP-20 1 3/4 9 1/2 4 32 125 PLAN DESCRIPTION/NUMBER: 501 9 B
JB -J015T BLOCKING JO RFPI-20 1 3/4 9 1/2 10 14 140 SCALE: 1/4"- 1'-0" CUSTOMER: POLYGON
J =JOIST GALLOUT J9 RFPI-20 1 3/4 9 1/2 10 26 260 PLAN DATED: 1 2/1/1 4
JB 1 BLKG RFPI-20 1 3/4 9 1/2 38 3 1 1 4
B =BEAM(FLUSH w/JOIST) DESIGNER: KAMIL.NENDER50N DATE: 12/5/14
HOP -HEADER(BEAM BELOW JOIST) Accessories
H1 ITHO 1'i 950-or-ITT9.5 5
880-BEAM BY OTHERS PL 1
4-4 1 2 (MAIN) SHEET: 1 of 2