Plans 15233 k.,-..) \--\ QX. '
1 LEGEND:
\ ss SANITARY SEWER Pacific
SD STORM DRAIN Community
\\ Design
W WATER LINE
12564 SW Main Street
\�. \ \ Q 0 MANHOLE Tigard,OR 97223
�� ` [T]503-941-9484
\ ■ CATCH BASIN
`>ti, _ — — — ` 1 DATE: 12/11/2015
'�,, 440.1y'�- iiiiiiw \ \ STREET LIGHT1. REVISIONS
*N 448.\ \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
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\ �- — — ` _ EROSION CONTROL
\ 1 ���` \ PUBLIC TRAIL
1 vi � \ EASEMENT
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� * N SETBACK SUMMARY
1 \ •
♦��, PLANT (1) STREET
1 �\\ DAVILA
TREE: 2" CAL. FRONT SETBACK: 20'
1 ' \ DOVE TREE / SIDE SETBACK: 5'
f/ 20 'I \ 446.3 REAR SETBACK:BUILDING: 3BDL I \ ;,. � 1 —
21 1 FF = 461.0 ' . � ' ',
1 I BFF = 452.0 ' �..1.`` Allr:V
�o _ i 1 i 448 �� II ` ,,.
1 / \ .. ►; 462.1
1 450 • �',r
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ON I ( -452 452 x'4'41 At;',:,T" Q
g ; _-454--MOO
4 40 LOT COVERAGE:
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c� 1 5b ' \ I.
v rill _ 4 _ - 1 % f /- I 'piIE LOTAREA: 8,977 SF, --- — 458 Si 1 POLYGON AT
1 -- fi / BUILDING FOOTPRINT: 1,569 SF
co' N.
/ 4,; 6.00', '`o BULL
N 1 458 PUE
w j` 461.0 COVERED PORCH: 161 SF MOUNTAIN
_ ki
- — — _458.3- - — - - - _ .
_.. 460-- Lle"- . CANTILEVER LIVING SPACE: 20 SF
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o \\.)4 \6.01 \: \
\ \ .� �► - ` Nr- ,. � m� COVERED PATIO: 0 SF
\ PUE ` - e J \ DECK AREA: 224 SF
\ ,\ \ \ /..\\ 1
LOT 20
\ /� ham' vii `•� �, , \ SIDEWALK a TOTAL COVERAGE: 1,974 SF
Jnr \ \ w PLOT PLAN
a� WATER METERLL — SANITARY LATERAL , 22.0 %
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SD SD SD I �; 5U — SD
N PLANT (3) STREET
IMPERVIOUS AREA: 2,616 SF
0 _ SW HUDSON AVENUE TREE: 2" CAL. ---7-------
-_____
LT_ YELLOWWOOD TREE /
Zi ss �`�� ss ��� s� 1 SSN,,_ SS SS CLADRASTIS s
Ei_ / _ STORM LATERAL KENTUCKIA
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2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARDlip
2S1 W8 Approved by Planning PROJECT NO.: 395-031
TYPE: CONSTRUCTION
Date: 51i°1 n SCALE REVIEWED BY: PRE
LOT 20 (R-4.5, LARGE) io
POLYGON AT BULL MOUNTAIN Initials:
1 INCH=20 FEET
15233 SW HUDSON AVENUE
a
ROSEBURG FRAMING SYSTEM"
�.�,,..Q.,,••.�.��,w.=R PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for iodav's buitder-
�.�wr•:n ,�% These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
.w.�•,. SOLm8LOGKALL Theplans may not be re-used or copied,In whole orpart.without written permission from Pacific Lumber
Q POSSFRO MABOVE y p tRiGIDLAM LVL RiGiDRiM"
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To BEARING BELon. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
.,K _ NSiALLnQu.sH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or AOSF8UR0 FORM PRODUCTS ROSEBURG FOREST PRODUCTS
AIL
' ,�„ PERDETAN tR.MATGN
copying of these lans,infringes rights under the Copyright Act.Infringes face liabilities that include
' -// `` • BEARNGAREAOABL06K5 penalties
g p p g g p g
/ BELon ro�osrAeove enalties of u to$20.000 per work Infringed,and$1 00,000 per work infringed willfully.
i �II0�, RFP _JoisT
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III CONFORMS TO DESIGN CONCEPT
JCIK 1. I� D CONFORMS TO DESIG.N CONCEPT WITH CONTRACTOR NOTE5, DESIGN NOTES:
15-0,15.6... REVISIONS ASSIIOWN 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM"IAS
.r.rNwNar.�eart.er ❑ NON-CONFORMING-REVISE AND RESUBMIT 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR
v, == -=• MAIN FLOOR JOIST LAYOUT ,� ,a �,� .r�,F,q taaw�F EXCEED THE LIVE LOAD
�i151�..•.„wvr m (UNLESS NOTED OTHERWISE)
u;a THE VVIR vartvT ONSOOL vas R .LIMINE A DEFLECTION CRITERIA
SCALE: 1/4”= 1'-O" Fwlwa.�Wanlaxc�crs:vl:iTTFanm�-a.xticcvlmnE 3)ALL SEAMS PER DESIGNER'S PLAN
RFPI BLOCKING PANELS NITH BEARING HALL ABOVEOYER
POST LOAD TRANSFER DETAILa naia MONO M.1,1.11124 All a.:awr r Iarn (UNLESS NOTED OTHERWISE) OF L/450
N.T.S. N.rs. M.MRP o.:,1513/2015 .)USE CAUTION WHEN GUTTING FLOOR LOA L-
CT ENGINEERING INC FOR PLUMBING
5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA LO 1
SHEARNIALLS 1 psf DEAD LOAD
JZE
START START \� THI515APLACEMENT PLAN ONLY- SLEEP/ AS:
-- (DOUBLE) 1 1--1/S RFPI-20 @ 1 9.2"O.G. (DOUBLE) 1 1-7/5 RFPI-20 4 1 9.2"O.G.ED 30psf LIVE LLOOAD
SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTEIIIII his layout is to be used in con junction with 1 2psf DEAD LOAD
rchayout is to e use i plans.Verify all
HERE HERE -hear wall blocking placement and connectors ROOF LOADING:
-urchaser responsible for approving this 25psf LIVE LOAD
B5 c - Bg ayout prior to any construction. 1 1p5f DEAD LOAD
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I 1 11 REVISIONS NOTED
,I • Ii I I I I li �! i • NON-CONFORMING-REVISE&RESUBMITI� I II ( .,� I ; II 1 ,l J �� t I• SHOP DRAWING FNS BEEN REVIEW'®FOR GENERAL CONFORMANCE
I41 _11 J 1 J1 J1 .!, jj J 1 Si 41 41 41 WITH DESIGN CONCEPT ONLY AND DOES NOT RftIEVE THE
..1 J 1 .�11 1 J 1 J 1 J 1 ..I:I J 1 y 1 I i1 , FPBRIUTORNENDOR OF RESPONSBLITY FOR CONFORMANCE WITH DESIGN
i1 .41 -11 J1 JI' J'1 J1 J1 J 1 _11 J 1 J,1 1 J I � I .,�1 41 J 1 J 1 1 1 4 1 i - .i1 41 41 41 41 DRAWINGS.SPECIFICATIONS,ANC APPLIC a CODES.All OF WHICH HAVE
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I I i '1 MILBRANDT ARCHITECTS
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11--i/S RFPI-20 m 1 9.2"O.G. HERE HERE 1 1-1/3 RFPI-20 4 1 9.2"O.G. '
IMPORTAN77
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 5-338(MAIN)
POLYGON PLAN OPTION:35 BA5EMENT WITH JOISTS
Mrk R Material WIdth Depth Grade COty cut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS Fp
L.EGEND: 5RigidLam LVL 3 1/2 1 1 1/5 2.0E a 6
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B22 1 RigidLam LVL 3 1/2 1 1 1/5 2.0E 1 6 6 Filler blocking is not structurally required provided both
( H ---=HANGER CALLOUT 53 RigidLam LVL 3 1/2 1 1 7/5 2.0E , 4 4 I-Joists are continuously laterally supported by
�J B4 RigidLam LVL 3 1/2 11 3/8 2.0E 1 14 14 connection to the sheathing at the top flange.In
55 RigidLam LVL 1 3/4 11 1/5 1.5E 1 22 22
® =SUPPORTING POST g shall be positioned & TRUSS addition,the joint in the sheathing COMPANY
56 RigidLam LVL 1 3/4 1 1 1/8 1.5E 1 4 4
=POST LOAD ABOVE HDR 1 BIG BEAM 5 1/2 9 1/2 2.1E 1 e a over the center of one of the two top flanges to assure
R 1 OSB Rim 1 11 1/5 1 16 1 1 2Flarge W,Ep,shear transfer between sheathing panels.
R =RIMBOARD J1 RFPI-2O 1 3/4 1 1 1/5 48 20 960 5930 JEAN ROAD LAKE OSWEGO,OREGON.1-1035 (503)555-9663
LB =LVL BLOCKING J2 RFPI-20 1 3/4 1 1 1/5 12 4 48
J3 RFPI-20 1 3/4 11 1/5 6 1 8 105 ^ Sheathing 1-y4' 7^11B" 2-516 2-1, 3-lir PLAN DESCRIPTION/NUMBER: 3B BASEMENT WITH JOISTS
JB =JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 1 1 1/8 1.5E 28 3 84 R+NSpec,
SPaa
.15.15,,,,«,, M,n M. Min M. Min Max Min M. -015-0 Ma CUSTOMER: POLYGON
J -JOIST GALLOUT JB2 BLKG RFPI-2O 1 3/4 11 1/8 10 3 30 DSL I-JOIST WITHOUT FILLER CONSTRUCTION se bo. z ,e- r ,B- r 24 ,.- r 24PLAN DATED: 1 0/5/1 5
B -BEAM(FLUSH w/JOIST) Accessories N.T.S. l,o;on - a lir 24-
H 1 -11411.58 20 e15. DESIGNER: KAKI L.HENDERSON DATE: 1 0/1 2/1 5
HDR =HEADER(BEAM BELOW JOIST) H2 MIT 1 1.58-or-ITT 1 1.85 16
550=BEAM BY OTHERS H3 Huc410 I
PL 1 5-3 3 MAIN SHEET:2 of 3
ROSEBURG FRAMING SYSTEM"
===.= PACIFIC LUMBER COPYRIGHT 2014 i
qualify engineered wood products for today's builder-
""""`°N`"'z': a`w'"9 II j
These plans and the designs arc copyrighted under Federal Law by Pacific Lumber company 20 1 4.
. 441111
SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R i G I D LAM LVL RI Gf D R I M
POSTSPROMABOVE
rte`���, , �� lig
Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
wSTALL SOUASN BLOCKS product supplier other than Pa:-..if is Lumber Company is strictly prohibited.unauthorized use or ROSEBUR9 FOREST PRODUCTS ROSEHUQG FOREST PROD lCTS
�I ' .��� -. ,III PEaoerwa,a MATCN
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
`\ BEARINGAPOSTABLOGKB na 9 P 9 99
`„ / BELorvro�osTAsovc. .enalties of u.to`620,000••er work infringed,and`61 Oo,00O per work infringed willfully.
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RCISEBURO FOREST PRODUCTS
v-7=''' �,�j�- IIIA
„a ,, _GONTRAGTOR NOTES: DESIGN NOTES:
bend...et 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
o,•neuu"crna.auona 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
vmw.�,x�mwrn+n agaum driocreaouhy
EXGEED THE LIVE LOAD
.e:���v.�.�-.,o�w�� (UNLESS NOTED OTHERWISE)
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPI BLOCKING PANELS MTH SEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480
N.r.s. N.Ts 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOADING:
psf
5)P12D
ROVIDE PROPER SUPPORT AT ALL VA LOAD
SHEARWALLS 1 psf DEAD LOAD
START 4 1/2 RFPI 20 1 6"O.G. 9 1/2 RFPI 20 @ 1 6"O.G. SLEEP/NG AREAS:
START TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD
FRAMING I I This layout is to be used in con junction with 1 2psf DEAD LOAD
I FRAMING Architectural/Structural plans.Verify all
HERE PATIO I 1 PATIO HERE shear wall blocking placement and connectors (i00PLOAD/NG:
Purchaser N
I - _ _ I ayout prior to any construction. this �Spsf DEAD LOAD
responsible for approvingLIVE LOAD
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IMPOR TANT.I
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 5-335 (Basement Floor)
POLYGON PLAN OPTION:35 BASEMENT WITH JOISTS
LEGEND: Mrk# I Material I Width I Depth Grade IQty I Out Lth I Tot Lth RFPI-201 Pacifi
u er
( H }—-HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 1 26 26
�/ J3 RFPI-20 1 3/4 9 1/2 10 28 280
Z -SUPPORTING POST J4 RFPI-20 1 3/4 9 1/2 1 5 f> BASEMENT FLOOR JOIST LAYOUT & TRUSS COMPANY
ED
J5 RFPI-20 1 3/4 9 1/2 1 20 20 1
=P05T LOAD ABOVE J6 RFPI 20 1 3/4 9 1/2 2 2 4 SCALE: 1/4"= 1'-0"
R -RIMBOARD R 1 055 Rim 1 9 1/2 5 1 6 80 5 930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663
LB -LVL BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 26 3 18 PLAN DESCRIPTION/NUMBER: 35 BASEMENT WITH JOISTS
J8 -JOIST BLOCKING JB2 BLKG RFPI-20 1 3/4 9 1/2 26 3 13 CUSTOMER: POLYGON
J -JOIST GALLOUT Accessories PLAN DATED: 10/8/1 5
B -BEAM(FLUSH w/JOIST) H 1 THO 11950-or-ITT9.5 4
DESIGNER: KAKI L.NEN12ER5ON DATE: 10/1 2/1 5
NOR =HEADER(BEAM BELOW JOIST)
BBO-BEAM BY OTHERSBASEMENT
P L 1 5-33E5 FLOOR SHEET: 1 of 3