Plans (92) /7S7-,20i6, -00077
\``�!� LEGEND:
I L . - - I 1 L- - - _ —ss Pacific
SANITARY SEWER
- SD STORM DRAIN Commtlility
I w WATER LINE Design
12564 S W Main Street
478.0 476.0 ® • MANHOLE Tigard,OR 97223
18.0' 42.0' [11 503-941-9484
==.ts,� ®im m rim m-m .. = tmmm . w. w :o!O ttmmm�:7--_sreo a 4Ri :Ma:®. :
M CATCH BASIN
\ �������� ,,�, ���������, DATE: 12/11/2075
I' i I / STREET LIGHT REVISIONS
16.23' 19.67 \ I1
STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
logirI r— -29.46'- II EROSION CONTROL
- � \ I i I RECEIVED
a a a I I S II o c .
\\I
-:F-- --- eI L MAR 8 2016
I9 SETBACK SUMMARY CITY OF TIGARD
I
r 1 - 11 ----J 6,120 SF ;I � 5.00' I FRONT SETBACK: 20' BUILDING DIVISION
o I ' 1 SIDE SETBACK: 5'
I BUILDING: 5019DD i ; i STREET SIDE SETBACK: 15'
-[ I BFF=486.4 5.00' FF -495.4 I , o I r REAR SETBACK: 15'
70 ' ' I 1 68
Iol
111- ' 1
L Il 1 '
I 1
1
I I 1 , 1
GARAGE I 484 ! II
E —— — -1 o I1I I 486 !11;�I I I
—1)I 11111111 I 488 � I L.__Iii
I I wF 490 Rini_ I F-- J LOT COVERAGE:
o II I ■I _- �I:'IPORCHI"x` I�-� L- --- r-_
N 1L+ -— • `_r_- J - L- LOT AREA: 6,120 SF
,
.00 j \ POLYGON AT
24.29' 20.29' 22.79' �, ;i /� - BUILDING FOOTPRINT: 2,341 SF BULL
X
N
R + 1 - -
w �a 1 �, ���� COVERED PORCH: 62 SF MOUNTAIN
3 di �:y i _ \ — 493 8 rA5 60.0' je�fee��1�p�� 491 6 ,', �,'� CANTILEVER LIVING SPACE: 41 SF
-- - ---- ire/r � ` ___-_„„,_-_, --.:6)� ,..- 1 / �\J _ �i COVERED PATIO: 0 SF
a \� N ,� � :� ,I WATER METER t \\ ,/ DECK AREA: 223 SF
r� t— ..- Piar� tip- ,1'�\ -4, , LOT 69
0. QS as OS 0 ��� SIIDEWALK aS �S as
TOTAL COVERAGE: 2,667 SF PLOT PLAN
03 STORM LATERAL / 43.6 %
° SW THAMES LANE
0_ PLANT (3) STREET
SS S. 11 I SS .,, I ( IMPERVIOUS AREA: 3,268 SF
TREE: 2"CAL. t� j �� I f!
_ KATSURA TREE / ;I = �� 1
�-�° ��'� CERCIDIPHYLLUM a i� - i
SANITARY LATERAL
JAPONICA , \ ` cn
/-----j\---\-----...._
o
/,' //Ai/ 4"
ik
c
CIT`: OF TIGARD
POLYGON NORTHWEST (503) 221 -1920 Approv by Planning
2 CC Date• / PROJECT NO.: 395-031
S 1 W8 TYPE: CONSTRUCTION
LOT 69 (R-4.5, LARGE) Initials:
WI s10 20 REVIEWED BY: PRE
Lo
co
POLYGON AT BULL MOUNTAIN
15284 SW THAMES LANE '- , INCH=20 FEET
Z
1_
PACIFlCWMBERCOPYRIGHT 2UI5 ROSEBURG FRAMING SYSTEM"'
These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2015. -
quality engineered
wood prod,yck far lodou^s builder-
The plans may not re-used or Pacific
m in whole apart,without written permission from Pacific Lumber �E MEt\J RIGIDLAM LV• RLC'DRI Mr-
Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other K L RY\
product Supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or
copying of these plans.infringes rights under the copyright Act.Infringes face liabilities that include Aeis:epA'9(Wirer nerADNcis AGmagN61'OpRsr MOW=
penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. ��\b
MAR RFPI Jo sr
ns
START START O TIGh D
FRAMING FRAMING CIV��G. ®evis►Q `- GONTR4ATORNO DIT DESIFNNOTES,
HERE N / HERE BUILDING )VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
9-1/2 RFPI-20 e 15"0.C. 9-1/2 RFPI-20 0 1 5"O.G. c)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/480
PATIO )USE CAUTION WHEN GUTTING
PATIO FOR PLUMBING 4opsf LLlveonv
I R 1 R, I I I
5)PROVIDE SHEARWALPRS PER SUPPORT AT ALL
12psf DEAD LOAD
ria THIS 15 A PL4GEMENTPLAN ONLY SLEEPING AREA*
his layout is to be used in con junction with 1 2psf DEAD LOAD
rchitectural/Structural plans.Verify all
R 1 1 -hear wall blocking placement and connectors. /COOPLOAPIN6,
-urcha -r responsible for approving this 25psf LIVE LOAD
m *4-
�
a o %rior to an construction. 1 1psf DEAD LOAD
J2 J2 >r �, J2 J2-
2 2
� p
J1 J1 _ 6Z :R1 R1 JBL. J1 J1
.,.,,,,N J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 < J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 1,.. 4\ /w
J5 J3 J5 J3 J5 J5 J5 J3 J5 J5 J5 J5 J3 J3 J3 J3 J3 J3 13 J3 J3 J3 J3 J5 J3 J3 .�P fig %--,0
— a I IP
wurwnu .s w,x
H • RFPI SLothse PANELS 1nTN SEARING 1ANLL ABOVE
N.T5
511 B11
Al
•III[ BLOCKS
iii TOP .
u
..
•
, .
•
POST LOAD TRANSFER DETAIL
N.T.S.
I I
� PORCH , rI PORCH I
I i 1 1
I
Q CONFORMS TO DESIGN CONCEPT
0 CONFORMS TO DESIGN CONCEPT WITH IMPORTANTI
REVISIONS AS SHOWN REFERENCE INSTALLATION
PL 1 5-4 1 0(Basement Floor) ❑ NON-CONFORMING-REVISE AND RESUBMIT GUIDE FOR ALL FRAMING
POLYGON 1 9D(BASEMENT WITH JOISTS) DETAILS AND I--1015T INFORMATION
TOTS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL EDTHORd4NCE
Mrk• Material Width Depth &rade City Gut Lth Tot Lth kITH THE CESIO CONCEPT ONLY AND
DOES NOT RELIEVE THE
51 RigidLam LVL 1 5/4 9 1/2 1.5E 2 4 8 FA.BRICATOR V ENDR OF RESPONSIBILITY FOR CONFORIBANCE WITH THE i El CONFORM,.nE ^mn<Em -
LE6ENl7: 52 BLKG am LVL 1 3/4 9 1/2 1.5E 2 2 4 DESIGN IS SSHOGS AND SPECIFICATIONS ALL OF WHICH HA','E FRIOR:T' 0 aCI r r
/L—� JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 25 3 4 OVER ESI THIS SHOP GRAYING, D
( H )—-HANGER GALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 13 3 39 '
��®// -SUPPORTING POST
J1 RFPI-20 1 3/4 9 1/2 2 22 44 BY, IVIS Date 12/10/2015
,ED
J2 RFPI-20 1 3/4 9 1/2 2 14 25 CT ENGINEERING INC - ��_ COMPANY
-POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 24 25 524 TRUSS
M lB.hNDT ARCHITECTS CT<
R -RIMBOARD R1 O5B Rim 1 9 1/2 3 15 45
105 1 5 5w ALLEN BLVD BEAVERTON,OREGON 97005 (503)555-9663
LB -LVL BLOCKING
Accessories PLAN DESGRIPTION/NUMBER 19P(BASEMENT WITH JOISTS)
JB -JOIST BLOCKING H1 I ITT9.5 4
GUSTOMER: POLYGON
J -JOIST GALLOUT BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 11/30/15
B -BEAM(FLUSH w/JOIST) SCALE: 1/4"- 1'-0" DESIGNER: KAM/L HENDER5ON DATE: 12/3/15
HDR -HEADER(BEAM BELOW JOIST)
BSO-BEAM BY OTHERS
PL 1 5-4 10 BASEMENT
FLOOR
SHEET: 1 Of s
t:ONTRAt:TORNOTES: PACIFIC LUMBER COPYRIGHT 2014 RQSEBURG FRAMING SYSTEM`"
1)VERIFY ALL.FRAMING CONDITIONS quo iI' engineered wood products forlodavc builder-
These
2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
(UNLESS NOTED OTHERWISE) The plans may not beto re-used or to,copied.in wholeweor hof the plan.Usetof permission frb Pacifother Lumber RIGID M ■V■ RiGi DR'm_
company,which retains thancopyrightsPacific
fi to,and ownership of the plans. these plans by any other L L
3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly
(UNLESS NOTED OTHERWISE) copying of these plans.infringes prohibited.Unauthorizedeuse or •oatatipe ro•trr vrtonULts
rights under the Copyright Act.Infringes face liabilities that include
4)USE CAUTION WHEN CUTTING penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully.
FOR PLUMBING RFPI JOIST
5)PROVIDE PROPER SUPPORT AT ALL R> awes �
SHEARWALLS
THIS/5 A PLACEMENT PLAN ONLY PES/6N NOTES,
This layout is to be used in conjunction with THIS FLOOR SYSTEM WAS
Architectural/Structural plans.Verify all MAIN FLOOR JOIST LAYOUT DESIGNED TO MEET OR
shear wall blocking placement and connectors _ EXCEED THE LIVE LOAD
Purchaser responsible for approving this SCALE: 1/4"-1'-0• START DEFLECTION CRITERIA
START ayout prior to any construction. OF L/430
FRAMING 3'-3 1/4 3'-3 1/1.14'
/4 FRAMING FLOOR LOAD/NS,
HERE " DECKI
0:2
EC / i / HERE 40psf LIVE LOAD
D
R 1 (2)B3 R 1 R 1 (2)B3 K _ R 1 I t 2psf DEAD LOA
45 4; ::z.::. :-::. -:::J t:::. ...:.V,1 r ...:...::..... J1._._.-.:::: ---.::::. 1I1 I 305LEEf LIVE AREAS:
• jILOAD
4110
1 2 sf DEAD LOAD
R1 J5 is CJI p
= N .. J.1....... _.. J}....... _ J ROOF LOAAING
= 19 - '• 25LIVE LOAD
5 m F :... ...... '4 _.... ._. ,�} .... _.. t-..... 11 psf DEAD LOAD
al E3ET
_� JS ... ▪ F A .... J1 ::: ry
CI
uB IJ5 z::: 11-.. -t ::. .. J7 ::. ® W = ® .ti .4,i f JS
O f 2 O -? 511 "'"'F.,".:.-"-p::mak
-:JS __...._ ..._.._._... -- -._J}.... _.. _..._-i ,— -__. ...._.... 41_.___...._... ........... ._i it Q D ...... ..... ___....... 1....... .......... _ ...... - 41 ........... _ ,t-15 j .-.,
4.4.44144.
_ J5 1,—, rn
24' K i- I= It2 ... _ r i m
1VI G7 .- .. Jt ... :. JS `B4 :::
J4 3 ......1Y-1 1/2 J1 _. • 7117 1/2• ..
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en Zin
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1
'Si R..1 ....._ J5 -.y .J1 {, W in -:. _. J1 ._ .iS .._... .R.___ _ -.(:} RFPI BLOOzN&PANELS MOTH SEAMS MALL ABOVE
® ( -.
® 5 1 � 45 4 ._. .. 41 .. :_ __ J 1 - 5 H 3 51 N.T.S.
n [[ J1 S :, r J1 J1 51 O
tC J6 4, 47 J� 1
BLOCA ALL
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c....„,,,......„SOL
ENB
BEARIBB AREA Or BLOC445
[ II
I a=TALL�..^z"a„
I1J2_ I) -t2 `/ sELOA TO POST ABOVE.
J2 42 �IIM�;
J J 2 -- IIU
J ... J2.... 112 .. .._ _ _.. .... _. .... 42 .. ... ..
..Po"TnuA
_ f3c2X4 PC44•BNALL BELOW BEAM
J3
--S.-4 1/2 4 1O 3/S• I -.-.- 1-1 .. ..,J3 ....
1 R 1 151 J31 ..::.J3 16-4 8'
POST LOAD TRANSFER PETAL.
JB1 J51 N.Ts.
11
....._....._ _..__... .................. _.__. 42 -___._. ......._
11 J2 11__ . _
J2
J4 ... Tr--rr-- F1'r''P rr-rr-7r=7 T-1T-7 r- T '7T-1
.13
B 0 50 B 11 R1 R1 10
1 -15" J$J5 J6 JS..is JS J5 JS -12'- JS JS JB JS JS JS JS JS -J5 J-
-1
1
w.I - I I
PORCH R,' • R1 "-R1 R1 _. . PORCH
5'1 t. 1
PL 1 5-4 1 O(MAIN)
POLYGON 1 9D(BASEMENT WITH JOISTS)
Mrk• Material redth Depth Grade Qty Cut Lth Tot Lth
B 1 RigidLern LVL 1 3/4 11 1/8 1.5E 3 4 12 /MPO....grAl1T!
82 RigidLam LVL 1 3/4 11 1/8 1.5E 1 16 1 b REFERENCE INSTALLATION
55 RigidLam LVL 1 3/4 I 1 1/8 1.5E 2 18 36 GUIDE FOR ALL FRAMING
84 RigidLam LVL 1 3/4 11 1/8 1.5E 1 20 20 DETAILS AND I-JOIST INFORMATION
B5 Rigidl-am LVL 1 3/4 11 1/3 1.5E 3 14 42
Bb RigidLam LVL 1 3/4 11 1/8 1.5E 1 8 8
81 RigidLam LVL 1 3/4 11 1/8 1.5E 1 2 2
B8 BIG BEAM 1 11 1/8 2.1E 2 14 28 -
.1-E6 41 BIG BEAM 5 1/2 11 1/3 2.1E 1 14 14 PacI
��
510 RigidLam LVL 1 3/4 11 1/8 1.5E 2 5 12 umber
< H )— HANGER- CALLOUT J 1 RFPI-20 1 3/4 1 1 1/3 bb 18 1 788 � Filler blocking is not structurally required provided both
\� J2 RFPI-20 1 3/4 11 1/8 9 30 210 l-Joists are continuously laterally supported by
® -SUPPORTING POST J3 RFPI-20 1 3/4 11 1/8 4 32 126 connection to the sheathingat the to flange.In
J4 RFPI-20 1 3/4 11 1/8 1 14 14 p g COMPANY
el -POST LOAD ABOVE J5 RFPI-20 1 3/4 1 1 1/8 14 4 56 addition,the joint in the sheathing shall be positioned TRUSS
J6 RFPI-20 1 3/4 it 1/5 1 24 24 / over the center of one of the two top flanges to assure
R -RIMBOARD J1 RFPI-20 1 3/4 1 1 1/3 1 12 12 shear transfer between sheathing panels. 1 OS 15 Sri ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663
LB -LVL BLOCKING 415 RFPI-20 1 3/4 11 1/8 11 6 66
./B -JOIST BLOCKING R 1 05B Rim 1 1 1 1/8 a 16 128 Flange "" PLAN DESCRIPTION/NUMBER: /9D (BASEMENT WITH JOISTS)
JB1 BLKG1.15LVL 1 3/4 11 1/8 1.5E 26 3 18 _" wnso.e ¢me 2.18- EES 11/r
CUSTOMER: POLYGON
./ -JOIST CALLOUT JB2 BLKG RFPI-20 1 3/4 11 1/8 15 3 45 1,4401.4. wn kW Bin w" kW w" Nn Max "" Max PLAN DATED: 1 1/50/1 5
B -BEAM(FLUSH w/JOIST) Ace-merles D5L I-3015T rtlTHOUT FILLER CONSTRUCTION &I m. r BE r 1r r Er r z. r a
NPR -HEADER(BEAM BELOW JOIST) Ht MIT t 1.58-or-17711.55 2q r ,r r BE r E r :. r 24.
DESIGNER: AG4M/L NENDER5ON DATE: 12/5/1 5
DEO-BEAM BY OTHERS H2 14T4 1 1.88 42 °°�
H3 LSSUI25 1 PL 1 5-4 10 (MAIN) SHEET:2 of 9
I
START FRAMING HERE
' 9-00-00 O
i co-
8-00-00 I. O
T �BM1 I
1
,,� .., .,
i q - H
1 0 1:7
..
` 24" OPEN WEB JOIST @ 19.2" O.C.
IC. , ,.. „
Ii /
POLYGON
RIBBON ' x 5019 D
PL14-413 UPPER
r
N N
LL
} a 2/23/2015
E Products
co CD' o o' n N' ?N N N_ >` N N N _n N N_ N N_ N o PIotID Length Product Plies Net Qty
_ �. LL, L.L LL LL LL 'LL U_ u_ LL LL LL LL 11 LL LL IL LL lL LL LL
i BM5 13-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
' BM4 21-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
BM6 10-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
LL '`� r.LL LL .LL BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
NDI,Er ,.5, A i BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
-i YONCOST :
A N N
'LL LLCNI CM `05 0BK1=BLOCKING
fig. 2 ;11-1. RM1=RIM BOARD
► m ACCESSORIES QTY
mm N IBM6I 'f -04 D9 ' € HIT424 50
1"1-28 -281-28 F28.F281F28 f28 F28FF28LF28 F28F3i 0 2X4 DF#2&BTR FOR RIBBON 186'
SHEAR BLOCKING PLACEMENT PER STRUCTURALPLAN
I
I F01
d HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
N \
FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
i 1 i [ LL` 0 FLOOR LOADING
® 40 LL
eo,00 w ca co w w co m co cc, 00 ' 41
�" LL E L 1- LL Li LI u- 11 u ti LL 15 DL
J w`
t
Or F03 Q� JOIST WITH DBL RIBBON
. : F28 F2: ¢• -,
�
02Ur% UM grewPaci1I .uiiiber
COMPANY
:M2 RIBBON I IBMS1 ,. RIBBON lZELMI
TRUSS
F28 F28 F28 F28 F28', a
F29 F28 F28 F28 F30 co '
9 il=r CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN REVISIONS NOTED
❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING—REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOD DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN.CONCEPT ONLY AND DOES NOT RELIEVE THE W1'H DESIGN CC.NCEPT ONLY AND DOES N0T RELIEVE THE
FABRICATGRJVENGOR OF RESPONSIBI_ITY FOR CONFORMANCE WITH THE FABRiCATuRVENDOR OF RES�C.wsoLTY FOR CONFORMANCE WITH DESIGN
CESIGN DRAWINGS VAD SPECIFICATIONS AL CF'A CH HAVE PRLORITY Dro.0 NCS.SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WREN HAVE
OVER THIS SHOP DRAWING. PRIORITY'OVER THIS SHOP DRAWING.
By: Arnold R. Solomon Date:. February 25. 2015
By Alexia Fukui Date 2/27/15
CT ENGINEERING INC MILBRANDT ARCHITECTS