Plans (27) LA57702, -C)-Y 151/0 ,Cee Se/,' e-d)
l LEGEND:
1 —ss SANITARY SEWER
Pacific
% 6 Community
SD STORM DRAIN Desi..,
__________s___,_„__
--- TRACT —+v WATER LINE
\ \ 12564 SW Main Street
g ® MANHOLE Tigard,OR 97223
60.1' CATCH BASIN rn sa�947-9484
DATE: 5112/2016
\ 4 441. ---••----••--+�-1 --_—`o--1�434.9 STREET LIGHT
REVISIONS
\ 1
` STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
sO4PP ( 1
\\ EROSION CONTROL
35.70' � � vi 1
�I I \\\___ 39.72' 1
T\
1 SETBACK SUMMARY
--1 ---i 1 15.00' 30Q
1-
rt- ----I---- ---1 t I 1 FRONT SETBACK: 20'
NN L
`\ \ L_ ___ SIDE SETBACK: 5'
I r I
L ____ I + -i' j STREET SIDE SETBACK: 15'
I I I I
I I
REAR SETBACK: 15'
— 1 i , II t r 1 5.01'
6,543 SF I o
en
6 i t TRACT J i 52 \ i o BUILDING: 5017BD ! ia -
E i \y/„...---,.....,,-„_, 5.00' P i FF=453.8
I I — 1 I BFF=444.8 T.? 1
cP u mil 1 CITY OF TIGARD
1
c7; \44°----- 11
Approved by Planning
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�� r --GARAGEH 442 1 f J LOT COVERAGE:
r - Ir`, — IMAMS." -444___ -, 1 iti
v. i=t_ (� / 1 I� H446__ I1 f Initials: Z- LOT AREA: 6,543 SF
Nr ' I
--"ms11 s 1 PORCH POLYGON AT
W a L , ___- - L__ _r — BUILDING FOOTPRINT: 2,357 SF BULL
r \
6.00' 24.30' ti COVERED PORCH: 150 SF MOUNTAIN
., / --. PUE 20.29' 20.—
/
1 r C, CANTILEVER LIVING SPACE: 0 SF
o - ! �7T— - - �- - `-�\` I y 435.1
i !+ COVERED PATIO: 0 SF
o k' r j % 33.5' �� \ / 26.5' 1
M 1 ivr : ,, j SIJ ,4 ; �, 452.6.;mow-
.r7 ;\ �.►���.'�i/ \ I DECK AREA: 385 SF AirS I
OT 1
v � ? - r PLANT(2) STREET TOTAL COVERAGE: 2,892 SF PLOT PLAN
ii
'=' TREE: 2"CAL.
D D ''
o ° 1 SW SEINE COURT 5� GOLDENRAIN TREE / 44'2 %
i STORM LATERAL KOELREUTERIA
SD PSD D IMPERVIOUS AREA: 3,184 SF
r * ' . s /PANICULATA
SW SEINE DRIVE j ( — /' 1
it SS ISS ! 9 VSS O `I" O I ! WATER METER :1
I . {{i / TRACT f—SANITARY LATERAL I r'
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2 POLYGON NORTHWEST (503) 221-1920
O
CT NO.: 345-031
O TYPE: CONSTRUCDON
2S 1 W8 SCALE REVIEWED BY: PRE
LOT 51 (R-4.5, LARGE) 10 0
POLYGON AT BULL MOUNTAIN
Q1 INCH=20 FEET
Z
15410 SW SEINE CT
v.,.- .•.e....a-^ �^� PACIFIC WMBER COPYRIGHT 2015 Pe$f6NNOTPx ROSEBURG FRAMING SYSTEM"
/ THIS FLOOR SYSTEM WA5 quality engineered wood products for todav^s budder`
"" ^' '"` w,..,-w I' / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR .
„ ...,. The plans may not be re-used or copied,in whole or part,Without written permission from yOther
Pacific Lumber RIGtDLAM-L'VL. RtG!�RtM.�
-,... sa.m e�ouc^u
/ EXCEED THE LIVE LOAD
w«.-,-- / // POSTS
^�� Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other
/f . n�w�°'..-!"" ,I III »ar�ss«®�oc� product supplier other than Pacific camber Company is strictly prohibited.unauthorized use or DEFLECTION CRITERIA
4 /°'""^"'" ------ _ , ,,,,E°'o,A TC. copying of these plans,infringes rights under the�pyright Act.Infringes face liabilities that Include OF L/480 Mfoaaeit tsTa�on r3
�� -/1 `` /_. TO POST penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully.
•aJ^YFBaIl6.MkfiT
40psf LIVE LOAD cp
_._ • ` `� �II�` r`LOORLOAD/Nb. RFPI JOIST
-- \�j 1� ��V - 1 2psf DEAD LOAD • - _ nopw�asv>anavcrs.
Ir—$ ���� BASEMENT FLOOR JOIST LAYOUT �ARryN6 yRRL�
�� SCALE: 1/4'-1'-0" 32paf LOAD
RECEIVED
tn..
o..�o0op.. START START
. ROO/rLOAD/Nb. FEB1
RFP(BLOGKMb PANELS NTH BEARN&/PALL ABOVE POST LOAD TRANSFER DETAIL FRAMING FRAMING 25psf LIVE LOAD B3 q 01
KTS. N.T.S. HERE HERE 11psf DEAD LOAD �J Lt
NCITY OF TIGARD
9-1/2 RFPI-20016'0.0. 9-1/2RFPI-20016"O.G. RL 11 INC DIVISION
I I�j
I ® CONFORMS TO DESIGN CONCEPT
I
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�'i -- PATIO
PATIO REVISIONS SHOWN,
❑ NON-CONFORMING REVISE AND RESUBMIT
J4 THIS NOP:1MI46 HAS SEEN FEIN C .F.:.E.SR>_.0 wy„LCE J4
WITH E 111:2V h'EI ONLY.k40 WEE WWI.-.I .HE
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J3 13 13 J3 J3 13 J3 J3 By. Arnold R.Solomon Cu . V - -
,.a,:.Jk:emSer 3.2015 : 114545 13 13 13 J3 1515
CTENGINEERING INC
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/14POR'TANT7
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAIL5 AND I—JOIST INFORMATION
CONTRACTOR NOTES: PL 15-405 (Basement Floor)
1)VERIFY ALL FRAMING CONDITIONS POLYGON 1"15 BASEMENT WITH JOISTS
LE6ENO: 2)ALL FOOTINGS PER DESIGNER'S PLAN Mrk• Material Width Depth Grade ON Gut Lth Tot Lth Pacm
V - (UNLESS MS ED OTHERYDESIGN IRE) umber
H HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN 11 RFPI-20 1 3/4 9 1/2 1 4 24 336
(UNLESS NOTED OTHERWISE)
12 RFPI-20 1 3/4 9 1/2 10 26 260
® -SUPPORTING POST 4)USE CAUTION WHEN GUTTING J3 RFPI-20 1 3/4 9 1/2 1 1 1 2 1 32 pp �+ r COMPANY
FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 1 2 CK T R U S S
® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL 5 1 OSB Rim 1 9 1/2 5 16 80
R -RIMBOARD SHEARWALLS B 1 RIgIdLam LVL - 1 3/4 9 1/2 1.5E 2 12 24 105 15 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)655-4665
LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4
MI5 15APLAGEMENTPLAN ONLY JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESCRIPTION/NUMBER: 115(BASEMENT WITN JOISTS)
.//3 -JOIST BLOCKING This layout is to be used in conjunction with JB2 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON
J -JOIST CALLOUT Architectural/Structural plans.Verify all PLAN DATED: 11/29/15
B -BEAM(FLUSH W/JOIST) shear wall blocking placement and connectors. Aeceesories
Purchaser responsible for approving this 1.41 ITHO 1 1950-or-ITT9.5 6 DESIGNER KAM/L HENDERSON DATE: 12/1/1 5
HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction.
BBO-BEAM BY OTHERS
PL 15-405 BT
FLOOR
SHEET' 1 of 9
PACIFICWMBERCUPYRI6HT2014 ROSEBURG FRAMING SYSTEM"
La.bexarn","" aPs✓6Nl�Tes q lily engineered wood products fortodays builder-
:=7",=------ I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS
zo�.m n,.o � /lKPan.TA N77 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR i■1i7 �,^fir /^� �''y �k
' I� I�� rosrz rRo-weo.ee REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM l..Y.L 1\IGI DRI MT.
ro snnn az eu.on. EXCEED THE LIVE LOAD
;e-tom„; , s,eu woss«ecoccs product supplier other than Pacific Lumber Company is strictly prohibited.ibited.Unauthorized use or
,I�, ' ,.-..,,,�. _ ,III reR ver..,.,a.,..rc+ C7UIL3E FOR ALL INFORMATION
C7 i DEFLECTION CRITERIA
R ✓Pd ' R l n +r Srteaom+Crs
--______ / „t copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/420
\� , `� ror�r DETAILS AND hJOIST INFORMATION penalties of up Co$20p00 per work infringed,and$100.000 per work Infringed willfully.
�'`1� lip, FLOOR LOACNN6: - - RFPI-JOIS
40psf LIVE LOAD - 60114 610406141-Pz0a[rcrS
VE
IA \/ 1 2psf DEAD LOAD
SLEEPING AREAS,
I 1DRE
..-...•e< I�� Ih 30psf LIVE LOAD -
...u..„,,...,.„..„„ 1 2psf DEAD LOAD
� .Po» '.....'° MAIN FLOOR JOIST LAYOUT FEB �
RFPf BLOLKnu PANELS WRH BEARNb/MALL ABOVE roar LOAD TRAN'SrER PETAL SCALE: 1/4'-1'-O' ROOFLIVELOA: [ [-[} g} ���
25psf LIVE LOAD
N,Ts. N.r.s, 1 TpSf DEAD LOAD CITY OF TIGARD
BUILDING DIVISION
START START 1 12•
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(2)84. (.2184 R 1_,
FRAMING FRAMING Rt
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. REVISIONS AS SHOWN
36.1 ......... 1 J4 EllN:N OJti-CRId`:NG F�rTSE ANC RES?AIT I J4................ :. 361
__ ...... ..._ J .4 __. __. ..... ....... S t%DRANINE H.-BEEN REVIEED-C DENERK SONIONDAKE ......... _... __. __. J4 ..._. ......... _-
Il ] 1111 THE 033113 FCEo ONLY 4 WEE h HEIRS T; II
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.::: ....•14 j :. :: y,: Arnold A.Solomon D.te,December 3,2015
J1 ]J5 CT ENGINEERING INC Js Jr
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_: J1 J ,1 PORCH I Jul
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PORCH J2
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PL 15-405(MAIN)
CONTRACTOR NOTES•. POLYGON 17B(BASEMENT PATH JOISTS)
1 J VERIFY ALL FRAMING CONDITIONS tufa Material Math opth brads Oty Gut Lth Tot Lth
B1 BIG BEAM l 11 1/5 2.1E 2 14 25
2)ALL FOOTINGS PER DESIGNER'S PLAN B2 Rlgid_a,LVL 1 3/4 11 1/8 ,.5E 5 20 100
LEGEND: ALL BE MS ED OTHERWISE) B3 Ryid-an LVL 1 3/4 11 1/8 1.5E 1 14 14 am
.. '..�� �
�--�
5)ALL BEAMS PER DESIGNER'S PLAN Ba ,Rigiaan LVL 1 3/4 11 ve 1sE s a 20
< H )---HANGER CALLOW!' (UNLESS NOTED OTHERWISE) Bs BRIO/lamG A LVL 1 3/4 11 ,/e ,,5E 1 18 18 Filler blocking is not structurally required provided both
�/ B6 &b BEAM s ,/2 „ ,/e 2.,E , ,2 ,2 I-Joists are continuously laterally supported by
® 4)USE CAUTION WHEN GUTTING JB1 BLK&1.15 LVL 1 3/4 11 1/5 1.5E 24 3 72
-SUPPORTING POST connection to the sheathingat the Co flange.In
FOR PLUMBING JB2 BLKG RFPI-20 1 3/4 i, ,/8 15 3 45 p g & COMPANY
5)PROVIDE PROPER SUPPORT AT ALL JI RFPI-20 1 3/4 11 1/8 a 10 ao addition,the joint in the sheathing shall be positioned TRUSS
® -POST LOAD ABOVE J2 RFPI-2o 1 3/a ,, ,/e 6 ,2 n _ over the center of one of the two top flanges to assure
SHEARWALLS J3 -RFFl-20 -1 3/4 11 1/8 32 20 640 shear transfer between sheathingpanels.R -RIMBOARD J4 RFPI-20 1 3/4 1, ,/8 1 1 30 330 p 1 OS 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663
L9 -LVL BLOCKING THIS 15APLAGEMENTPLAN ONLY J5 RFPI-20 1 3/4 11 ,/e 19 14 266 ... „n,
This layout is to be used in conjunction with J6 RFPI-20 1 3/4 11 lib2 e 16 PLAN DESCRIPTION/NUMBER.: 1 7B (BASEMENT WITH JOISTS)
./B -JOIST BLOCKING J, RFPI-20 1 3/4 11 1/5 3 18 s4 "m"^' 1.14 '^"r miler' ' '^rr " CUSTOMER: POLYGON
Architectural/Structural plans.Verify all J8 RFPI-20 '1 3/4 11 1/8 1 2 2 ruise.a.
J PI
-JOIST CALLOUT shear wall blocking placement and connectors JS RF -2o 1 3/4 11 1/5 3 1 b 48 "" Max "'" Max kin
Max '"" "" """ Max PLAN DATED: 11/29/15
5 -BEAM(FLUSH w/JOIST) °urchaser responsible for approving this RI _oso Rim 1 11 7/8 8 16 128 Pec I-4015T UETHOUT FILLER CONSTRUCTION ww. rwrwrzerwrze
1/DR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. Accn�orfs e N.T.5 r r r r : : r b DESIGNER KM L NEWER-50N DATE 12/1/15
H1 MIT411 A8 oa
16
950-BEAM BY OTHERS -H3"l-ffT,,.be-or-1771168 36
(MAIN) sR+EEr:2 of 5
24" OPEN WEB JOIST @ 19.2" O.C. RECEIVED
... 1 i7-06 04 I. 17-07-12 POLYGON `FEU 3 2016
15-00-08 NAGGER F15 JOISTS FO2 5017 B
GIRDER TO AVOID TF ��.y�
HANGER COLLISION ANO CITY®{}�.f !T IGA
.11�37i1 PLUMBING ABOVE. PL14403 UPPER
START FRAMING HERE BUILDING
DIVISION
am ams.m.r.am= IIII `o 12/3/2014
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UI IF! aiai ProductsgU
PIotID Length Product Plies Net Qty
BM6 21-00-00 5 1/2"x 21"Glulam (1.8E 24F-V4 DF/DF) 1 1
I . BM1 19-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1
. BM9 17-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
mum , 401 ill i ;,, : .
BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1
;�=A 4$1F4.1 F46 F42 LF44� BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1
���� :MM 41 14-00-00 5-1/2 X 16 BIG BEAM 1 1
+� BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1
9 LL' "' BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2
7:
LL LL
" Nj BK1=BLOCKING
O U':
0 I on RM1=RIM BOARD
3 F03
I ACCESSORIES QTY
' ='
A HIT424 47
8 € IIS
U. '° r rn F03 2X4 DF#2&BTR FOR RIBBON 210'
`S LL. N N: N N �.
�. LL:: 0 0 LL O
O B HGUS5.50/12 1
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HU412 2
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HGUS5.25/10 1
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F4 40 40: 40 F42 3 F44 F45 40
IMP a SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
IBMB1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
1 I III FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
Dp FLOOR LOADING
mmmonNEN®minim �n��mm q`q 40 LL
0 i" 15 DL
0
LL
} i 0 `1
m
LL
JOIST WITH DBL RIBBON
.. 41, m
® ,.� tuber
F47 F40 F40' F42' F44 F40
& TRUSS COMPANY
LAKIZATRENEESICAMESINNARMAKNIgi
❑X CONFORMS TO DESIGN CONCEPT
r CONFORMS TO DESIGN CONCEPT
111 CONFORMS
TO DESIGN CONCEPT WITH
CONFORMS TO DESIGN CONCEPT WITH ❑ REVISIONS NOTED
REVISIONS AS SHOWN
ElNON CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING—REVISE&RESUBMIT
THIS SHOP DRAWING HAS SEEN REVIEWED FOR GENERAL CONFORMANCE'
SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FAERICATORIVEQOR Of RESPONSIBILITY FOR CONFORMNCE WITH THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DESIGN DRAWINGS AND SPECIFICATIONS ALL Of WHICH 47?HE PRIOR TY DRAWINGS:SPECIFICATIONS,AND--APPLICABLE CODES,ALL OF WHICH HAVE
OVER THIS SHOP DRAWLING. PRIORITY OVER THIS SHOP DRAWING.
By: Arnold R. Solomon Date: December 10, 2014 By Alexia Fukui Date 12/19/14 1
CT ENGINEERING INC MILBRANDT ARCHITECTS