Plans (35) sp,oIC, - voOSy
/ 3 YS-o Sr-ti /70k 4ft
LEGEND:
—ss SANITARY SEWER Pacific
—So STORM DRAIN
Community
_ Design
WATER LINE
I
W 12564 SW Main Street
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112 261.1 113 I 260.5 ® 0 MANHOLE Tigard,OR 97223
[T]503941-9484
�- ■ CATCH BASIN
1 — — — YYY 50.0' _/117__ITZ
DATE: 12/14/2015
_1 0 STREET LIGHT REVISIONS
t � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
`I
ii ; EROSION CONTROL
. �T — 0
I — 29.00' STREET SECTION, SEES
CONSTRUCTION DOCUMENTS FEB 2-316
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I N
11 d r -I SETBACK SUMMARY
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l/ I
i 1 FRONT SETBACK: 12'
I
5.00' i I SIDE SETBACK:
5'
•
STREET SIDE SETBACK: 10'
i
15'
�' - I 1 TAX LOT: 3100 REAR SETBACK:
i
1I I b /
99 i cis II 98 ; TAX MAP: 2S1W06 PORCH SETBACK: 8'
III 4,601 SF GARAGE SETBACK: 20'
` BUILDING: 3B
Y < I 1 FF= 263.51 I 8.01'
E l i GARAGE
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�- - jl __ ___ __ J l ; LOT COVERAGE:
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PORCH T : I I
0 \ _6.00'_ 1 _ I Li LOT AREA: 4,601 SF
0 1.cr: PUE I 1 .20.00' 20.00' 1! I POLYGON AT
o 3' ROOT PATH 12 90 i BUILDING FOOTPRINT: 1,569 SF WEST RIVER
/�� COVERED PORCH: 161 SF TERRACE
_ N �i�� ;141 �, 50.0' `'�
�I �, I263.2
3 \I'• SIDEWALK r_�!_ 1i: 4 �1 I 01
CANTILEVER LIVING SPACE: 20 SF
- �;�iiari mriiisi a —'::mow xi
a ��� .�,-W, /� �\�_ d ►� COVERED PATIO: 0 SF
o -w ��� bo v� yr - PLANT (2) STREET
WATER MCI ER STORM LATERALma-S N. TREE: 2"CAL.
DECK AREA: 0 SF
o - as a5[ I / OS us `' N� KATSURA TREE/ LOT 98
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28.00' 4D SW 175TH AVENUE CERCIDIPHYLLUM
/ JAPONICA TOTAL COVERAGE: 1,750 SF PLOT PLAN
SANITARY LATERAL
Lo
5S A�\
j , k„... slAllik:
� 38.0 %
IMPERVIOUS AREA: 2,450
�.����ph __ �_ ( SF
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art( OF TIGARD
POLYGON NORTHWEST (503) 221 -1920 Apprc�t'
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c }S Planning
C Date:
-/ 2 f I 0PROJECT NO-: 395-029
2 S 1 W6 TYPE: CONSTRUCTION
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REVIEWED BY: PRE
LOT 98 (R-7, LARGE) !n 1}
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POLYGON AT WEST RIVER TERRACE
13840 SW 175TH AVE 1 INCH=20 FEET
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a.,-...-- ...-- ROSEBURG FRAMING SYSTEM"
- «Mm-- PACIFIC WMBER COPYRIGHT 2014
"""" quality engineered wood products for today's builder-
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p,�*"-"o, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ,_ .., r?. - ,* .
I' �'' s0LO BLxk ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber
rosTs aeon wSovE
.wrro,.y,w ,o auR«s eEion Company,which retains w richts Co,and ownership of the tans.Use of these tans b an other 1
ws.ui sours»e�ous py p p p y y ] -
,I�, ' - ». __ , IIID BELOW TO ,a w�rc« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or - n n i �'�• R GI DR�'>+
RIGiD L
-----__ o »soA AREA 131,,-...C.
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include e,} t,• egg&aR�tbsMT p2OTto>rxs A `imUu6:inm7Atp,bnu+"n
�i `� - •enaltlee of u•to 520000•er wore infringed,and S100,000 per work infringed willfully.
� ! Ill RFPI Mtn a=
..,„», .., CONTRACTOR NOTES: P 51&N NOTES.
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
:='!",=."="4...,........,„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
furl BLOCKING PANELS WRH MARKS WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) DF L/450
Nrs. rLTs. 4)USE CAUTION WHEN CUTTING
FOR PLUMBING MOOR LOADING.
5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
SHEARWALLS 1 2psf DEAD LOAD
START STARTFRAMING, T PI
-AN A PLACEMENTANONLY. SL N6AREALIVE D
I � FRAMING 1 This layout is to be used in conjunction with 1 2psf DEAD LOAD
I 1 HERE HERE 1 Architectural/Structural plans.Verify all
PATIO I / N. PATIO shear wall blocking placementieforaand connectors. ROOPLOAgN6
I
I Purchaser responsible for approving this 25psf LIVE LOAD
.... - .- f21
-- - _ ... ..._ .... ..... _ ... ..... ayou prior o any construction. 1 7psf DEAD LOAD
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PORCH PORCH
IMPORTANT!-
J L REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
PETALS AND I-JOIST INFORMATION
PL 1 4- 1 1 9 (MAIN)
LEJSENP POLYGON Gr
TE NAILING AT I
/� Mrk• Material Width Depth brads Qty Gut Lth Tot Lth Pad � er
< H Y—
-HANGER GALLOUT R1 055 Rim 1 9 1/2 9 16, 144
SHErRR'v; k ABOVE EXCEEDS ONE�®/ J1 RFPI-20 1 3/4 9 1/2 2 10 20
SUPPORTING POST !ROW,PROVIDE ADD'L BLOCKING OR
J2 RFPI-20 1 3/4 9 1/2 1 0 1 3 1 60 & TRUSS. COMPANY
e -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT `V+1°EH RIM MATERIAL AS REa•fl.
R -RIMBOARO .J4 RFPI-20 1 3/4 9 1/2 14 25 392 SCALE: 1/4"- 1'-0" CON*OR:'?S TO OBIGh'CONCEPT
J5 RFPI-20 1 5/4 9 1/2 1 4 12 1 53 C 5930 JEAN ROAD LAKE OSWEGO.OREGON 97035 (503)555-9663
LE) -LVL BLOCKING ^N.rOR 5 TO OSiGIJ CO:'Jv=WITH
51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36
------ REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 9B
.� -JOIST BLOCKING
52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ;`G r- a«m,'r'»' '''KKEs<
J -JOIST CALLOUT J51 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 C .,qtr,w.r« C NON-CONFORMING-REVISE t RESUBMIT CUSTOMER: POLYGON
EoCa EaEittEEK EX BEEk' l: c l_ccre;Ru;u;[ PLAN DATED: 3/11/14
B -BEAM(FLUSH w/JOIST) 0 - s c _r_:: r m..�an;NEE NOT a__r.—,["FE
NPR -HEADER(BEAM BELOW JOIST) A HceeeorIea �, 011E r ;.s LITY i F.v�a rov -i i� DESIGNER: I AM/L NENOER5ON DATE: 4/14/14
DEW-BEAM BY OTHERS 1 ITHO 1 7950-or-ITT9.5 4 4 ecr mom. c 11 r i c lO a c.m.,:.c0.
n; sm.t.b10 2m,e PL 1 4- 1 1 9 (MAIN) SMEET: 1 of 1
•._.._,-MICBRk N'T ARCHITECTS CT ENGINEERING INC
POLYGON
3B
PL14-119 UP
4/21/2014
14"OPEN WEB JOIST @ 19.2"O.C.
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Products
PIotID Length Product Plies Net Qty
START FRAMING HERE
RM1 43-00-00 1"x 14"APA Rim Board 1 1
j, 5-00-12 I
RM1
RM1 40-00-00 1"x 14"APA Rim Board 1 1
E , RM1 37-00-00 1"x 14"APA Rim Board 1 1
1ip„,
1 .4c=1.. RM1 11-00-00 1"x 14"APA Rim Board 1 1
RM1 9-00-00 1"x 14"APA Rim Board 1 1
' RM1 5-00-00 1"x 14"APA Rim Board 1 1
`, p „ " s BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
0 R ' BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
_ _ B BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
u_ '' Q, '° " ° '' ' w x ` BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
a1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1
gBM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1
3 i o1" •I BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1
_it LAO_ I:K1 1._ [= .____ __I_ BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1
• ___02 .p ( a O 1BM31 BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1
4. ' BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1
I 1� ' q, BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1
• '- H BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1
BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1
54 1.1_ y: ... RM1 W BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1
pill
OIMBM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1
�'" l I.: a 1BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1
FLOOR LOADING
•.11 l? g :-. rQ A BKl-BLOCKING 40 LL
_—� - - — RMl=RIM BOARD 15 DL
• 1
Q�� tr". '•.�' ACCESSORIES QTY
3-0'14 IIB O TH017140-2 53
1 1 1 HUC412 5
'' `�- 3 ' - 1 X 14 OSB RIM FOR SHEAR BLOCKING 31'
E .I O-!si ml — III n 0-$3 �-;
O d I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
_ 1 •K1
— - 0 I F IBM7I € REFER TO STRUCTURAL PLAN FOR ADDITIONAL
1 �--1 y / . '1 O POST TRANSFER BLOCKING
--•F-.q 1.— _1 — ,� ,s;�-_� �I1I - AND SHEAR BLOCKING REQUIREMENTS.
IRM1I IBMSI T
e I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
(FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
WHERE PLATE NAILING AT
SHEARWALL ABOVE EXCEEDS ONE1
ROW,PROVIDE ADD'L BLOCKING OR I _
WIDER RIM MATERIAL AS REDO. i
(24x36 SHEET) SCALE: 1/4" = 1'-0" ❑ "'�FO"I` DEs {CC:I`Y JOIST WITH RIM
® COM'OR"1S-0 DESIGN `NCP"/ '-
EVISIONS ASS CNIi
Oc mr.30"-'-'DESIGN;a"a. ❑ NON-CO4 FORTIIK-REVISE AND RESUBMIT
D;:=5,.,r,----9-, T-IS:,::)?C.,,KIK:15.1.REA REVIDE0 f:A:ENFAL C,OV?II,MKE
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f �.;. Fu, o.M 9,2,, B. Todd R.Eaton ;:o:SeoTesber 19 2011 8t TRUSS COMAANY
MIIBRANDT ARCHITECTS CT ENGINEERING INC