Plans (141) 144u/ sAl 411A? A j asY 2tG8-002 sr",
LEGEND: /"m'
4,
ss SANITARY SEWER Pacific
i zs6.7 1 —SD STORM DRAIN Community
, , / 283.9 ; , —W WATER LINE Design
N N N a a ON a M� coco
,v r ry 'v N N N 12564 SW Main Street
'^�:^' a."'�'�"w n _.c3 a •. .,x c., s.., ,, •a: ..: - ' :.-' �' ® Tigard,OR 97223
r r l MANHOLE [T]503-941-9484
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_ -- _ — — - -- —"_ - -" - s `� r f CATCH BASIN
--- -" .�•,.,^ 2 2 --281 '~ r- DATE: 3/30/2018
_- 2
_ m'''''. — _.-- _ — ~ -� 2+, `-- 1 REVISIONS
- __- -" -^— �jgI� _ — — STREET LIGHT NO. DATE DESCRIPTION
29.37'
I::- -I
1 j
, //
I I 1 37.37' I IP // I I �
•�
STRAW WATTLE PERIMETER RIM
ET
ER
/ EROSION CONTROL
I�� �� I ` ` 1..* FLOW DIRECTION ARROWI I I / I I
ry /
_____ - i __ ___ STREET SECTIONSEE__- ( / / -
7 I _ -- _ f l 0O ,
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f
4.00' 1 214/ f
r
ill 11J1'I/ 4,2161SF
r/z. ;:e ii/ SETBACK SUMMARY
I
13 o A 215
,� BUILDING: 3413A
FRONT SETBACK: 12'
/
I / 1 FF=279.81 1l , SIDE SETBACK: 3'
STREET SIDE SETBACK: 8'
6' 1 a) I / / FRONT PORCH SETBACK: 8'
I I / / - —4.00' / GARAGE SETBACK: 20'
EN. I III
/ GARAGE /' I COVERED PATIO SETBACK: 10'
i / i I / /� I REAR SETBACK: 15
co /
I / / I /
CV o r III _�
L _1_-_=-_CV l I PORCH—' 6.00' ��
- i r �o o __ .1 LOT COVERAGE:
_ � - _ PUE, TYP._ RIVER
20.00' - /
N111114.00' Ifi LOT AREA: 4,216 SFT Ailaw TERRACE
a., Anarimmima. ..•. , l..v�..►...
_ �� � ,., BUILDING FOOTPRINT: 1,469 SF
'�/ '+" 42 0' _ „ ♦ r ry l'k EAST NO. 2
3 r �. Allap- A AMP_ AM
a �Pr 10 276' COVERED PORCH: 88 SF
I,
11010—
Z r u' DI @ �A ,fid A.� , . i !
a Airy,� 'U19
COVERED REAR PATIO: 0 SF
,_(7)., 1 \ 1� WATER METER
(2) KATSURA TREES / CANTILEVER LIVING SPACE: 0 SF
nk
I-
CERCIDIPHYLLUM JAPONICA �1_ -�*• LOT 214
Q 1, l �lSANITARY LATERAL NN. DECK AREA: 0 SF PLOT PLAN
e v --:6'61c;-
,-""
n
1.4
o / SD / SD / • , D M SD, SD '61 TOTAL COVERAGE: 1,557 SF
/ / STORM LATERAL
co
= w � w I w_ e2rlaa ra rf 36.9 %
t A SW APPLEDALE ROAD / -
l �y / �
o IMPERVIOUS AREA: 2,178 SF
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POLYGON NORTHWEST (503) 221 -1920CI-'f ^ TVA a1( 4
✓ PROJECT NO.: 395-064
2S1 W6 TYPE: CONSTRUCTION
Approved by Planning SCALE REVIEWED BY: PRE
LOT 214, R-7 (PD), MEDIUM Date: 7-1-IR '° 20
RIVER TERRACE EAST NO.2
initials: S
az
11P�.\ SW APPLEDALE ROAD
' 1N�H-2°FEET
ROSEBURG FRAMING SYSTEM"'
7 �;_�*; ;,,�;; PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for today's builder
a.,.:°
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
`.. /II II iii Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other RIGID LAM LVL R I GI D R I M'
1 "'�"' --_--, (II� FEFEEF PER DETAIL 1 d.MATCH product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS
,IV/ 7:4r"';:1—*
ww , BELOW AREA ODDLOCNS
sove. copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include
�i � penalties of up to$20,000 per work infringed,and 5100,000 per work Infringed wilifullg
. i
�INRFPI-JOIST
x.n �i�`/ :�II_ � R�URO FbQfSTPROWC75
. „ �F'
CONTRACTOR NOTES: DES/6N NOTES:
„w,,,,,�." 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
.Macw�ew-+«,„,,,,,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
:Dam m.,.-.woaw�.v,�eo..,,w..a
,,,,wR,,,, .��v„-,. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RF1'I•BLOGKMG PANELS SITS BEARING nALL ABOVE
POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450
KT.S. N.T.S.
4)USE CAUTION WHEN GUTTING fLOORLOAD/Nb.
FOR PLUMBING 40psf LIVE LOAD
5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD
SHEARWALLS
I— 7 SLEEP/N6 AREAS:
THIS/GA PLA EP4ENTPLAN ONLY 3Opsf LIVE LOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
Architectural/Structural plans.Verify all
shear wall blockplacement connectors ROOFLOAD/N6:
PATIO ---I I--- PATIO Purchaser responsible
ing For an pt this 2Spsf LIVE LOAD
agout prior to any construction. 1 1psf DEAD LOAD
I I
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10'-3” 10'-S° T 1 V-5" 54'-0" I. ,o
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J2 \ . 42 I;
1312 -
s J2 - 2PL 15-400(MAIN)
1 l2 I . I- \ . t2 I'll POLYGON 3413 ABD(NEW)
Mrk* Materiel Wtdth Depth tirade Qty Gut Lth Tot Lth
p I, .B1 BLKGRFPI-20 3/4 9 1/2 20 3 50
R 1 J6�1 J2 J®1 J,'1 J2 J'r 1 R 1 R1 0513 Rim 9 1/2 9 16 144
+SII J1 RFPI-20 3/4 9 1/2 12 14 153
J2 J2 _. J2 RFPI-20 3/4 9 1/2 15 34 544
J3 RFPI-20 3/4 9 1/2 5 6 30
J2 . ,J2 J4 RFPI-20 3/4 9 1/2 2 2 4
J5 RFF1-20 3/4 9 1/2 1 32 32
J2 . J2 131 RigidLam LVL 3/4 9 1/2 1.5E 3 14 42
' 52 BIG BEAM 3 1/2 5 1/2 2.1E 1 6 6
J2 J2
Accessories
i J2 r 0.O 0 J2 • H1 ITH011950-or-ITT9.5 5
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Si , -B 1 J6_ ® CONFORMS TO DESIGN CONCEPT
-- -c,- " 51 J 1 d JT- 51 ❑ CONFORMS TO DESIGN CONCEPT WITH
a IL a ® REVISIONS AS SHOWN
J 1 N K J1
N N ❑ NON-CONFORMING-REVISE AND RESUBMIT
J 1 J 1
T • T 7 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
J1 6 6 J1 1ITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE 1ITH THE
J1 L J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
R11J1 -d-1
. 1 By: Arnold R,Solomon Date:December 3,2015
J1 = J1 CT ENGINEERING INC
/
®CONFORMS roDESIGN CONCEPT
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14 p, d1/ R�MIIBRANDT ARCHITECTS
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'FSinl /PORTANT/
REFERENCE INSTALLATION
START START GUIDE FOR ALL FRAMING
I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION
PORCH i HERE HERE i PORCH !
LEGEND
0---HANGER GALLOUT
Pacifu3f umber
® -SUPPORTING POST & TRUSS
COMPANY
® -POST LOAD ABOVE
R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-5663
LB -LVL BLOCKING
PLAN DESCRIPTION/NUMBER: 34 1 3 ASID(NEW)
J5 -JOIST BLOCKING CUSTOMER: POLYGON
J =JOIST CALLOUT PLAN DATED: 1 1/23/1 5
B =BEAM(FLUSH w/JOIST) DESIGNER: KAMI L.HENDERSON DATE: 1 1/2 7/1 5
HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT
BBC,=BEAM BY OTHERS SCALE: 1/4"- 1'-O" PL 1 5-400
(MAIN) SHEET: 1 of 2
POLYGON
14" OPEN WEB JOIST @ 19.2"O.C. 3413 A(NEW)
PL15-398 UPPER
11/27/2015
MOVE JOISTS +1- 411 TO
AVOID PLUMBING
Products
o 9 PlotID Length Product Plies Net Qty
4 4 9-08-00 START FRAMING HERE
< RM1 42-00-00 1"x 14"APA Rim Board 1 1
T.1. RM1 34-00-00 1"x 14"APA Rim Board 1 1
IRM 1 RM1 22-00-00 1"x 14"APA Rim Board 1 1
® CONFORMS TO DESIGN CONCEPT I ,q�'I
RM1 8-00-00 1"x 14"APA Rim Board 1 1
❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN , III 'i' RM1 7-00 00 1"x 14"APA Rim Board 1 1
REVISIONS AS SHOWN I ' RMI 3-00-00 1"x 14"APA Rim Board 1 2
❑ NON-CONFORMING-REVISE AND RESUBMIT , pip III I
I BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE . BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING. _ 8 Lo LO to to to N N BM16 13-00-00- 1.5 RigidLam LVL 1-3/4 x 14 1 1
By: Arnold A. Solomon Date: December 3, 2015 o o o 2 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
CT ENGINEERING INC CII BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
®mNFOXMSTOOB.CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
h1�N."N7 W. I
p NOWCONFORMING-WIF.us"BMR I III BM2 21-00-00 7 X 18 BIG BEAM 1 1
� BM3 21-00-00 BBO1 1 1
~ ,q:a'E , wp �T:'' o BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1
MILBROH DI ARCHITECTS 1 -. i I ISO!OI,
MI 0Il
_I 1I11 �1� 7O7 O ACCESSORIES QTY
I • • • II OE
® TH017140-2 44
-` I I
I 0 HUCQ1.81/11 5
B
HVAC RUN 2 I ICI 1x14 OSB RIM FOR SHEAR BLOCKING 25'
I I BK1=BLOCKING FLOOR LOADING
5 (0 '0 II _I RM1=RIM BOARD 40 LL
L.Iii 11 '.LL U U 5 M) C') LL LL m II 15 DL
1 0 0 o II LL LL L` RMt REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
II M m AND SHEAR BLOCKING REQUIREMENTS.
iI II
I li I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
f
II I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.
I
' ®[ 1 1 i FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
i O OCT� I`im� ( B III II IBMs,-
-IBM3I W IBM6I
6-08-00 g, o III��I__1 1I
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Pacifi 'Lumber <STARTFRAMINGHERE
& TRUSS COMPANY DO NOT:
Loosen,remove,cut or notch
any part of the open web joist.
JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET
SHEET 2 OF 2
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❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH
n3 0 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN
0 REVISIONS NOTED
t Cr y ❑ NON-CONFORMING-REVISE&RESUBMIT El NON-CONFORMING - REVISE AND RESUBMIT
A 9 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 AND DOES NOT RELIEVE THE
oFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
Q, DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
PRIORITY OVER THISSHOPDRAWING. OVER THIS SHOP DRAWING.
By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015
MILBRANDT ARCHITECTS CT ENGINEERING INC