Plans (91) MC-7->iC - L=L U.IL.Q - ) C uc-do lsL
LEGEND:
—s- SANITARY SEWER
Pacific
, e gn nity
-� `l� ° -- SD STORM DRAIN
TRACT E `
Community
% 9v I q-
—w WATER LINE 12564 SW Main Street
MANHOLE Tigard,OR 97223
294.8 0 m 503-941-9484
293.3 �= CATCH BASIN DATE: 9P21P2017
..--_
- 50.0' _-
.
I REVISIONS
NO DATE DESCRIPTION
il
r 11.78' --------
-------- [
I � STREET LIGHT i
J"^ I STRAW WATTLE PERIMETER
II F j —I 124'29_ ir 1 , I EROSION CONTROL
u , Nr, FLOW DIRECTION ARROW
I
i 7
STREET SECTION, SEE
III
'
1:11.... 7 lEmm-
117II I I CONSTRUCTION DOCUMENTS—iur4,519 SF 6.00III II oBUILDING: 5DR-DL I 'FF=308.81 I 11 ' SETBACK SUMMARY
ii 4.00' �— BFF=299.81I I . , I o FRONT SETBACK: 12'
•
E 1 ci
8 i 0 a, iiiiiIrlOil
I SIDE SETBACK: 3'
o I MII I I' I STREET SIDE SETBACK: 8'
1
a 296 C011 lel IWFRONT GARAGE SETBACK: 20'
ti —� `- 29I1f 11 1M� f
29 11 I I
FRONT PORCH SETBACK: 8'
o t- ---- - — 2990MC GARAGE 1 � REAR SETBACK: 15'
a
301
CV 1 —� REAR COVERED PATIO SETBACK: 10
N
303 rfI..111111 1 1,•,00 .• r------ - --- I
I 304 --- - ��
r--. ogilliNI 305
y6.00' ___ �;____ PORCH - ___ ,C • IL
w PUE, TYP. _ LOT COVERAGE:
I0 — — RIVER
�, 17.91' 16.29'_ —20 1. 0' 1
e _ I __i_i _ VH I _ LOT AREA: 4,519 SF TERRACE
oziI
7 _ _„ a _ _ w I�� _. �...Y'.. r �� BUILDING FOOTPRINT: 1,826 SF
i�l " ' . %� i / Ir .; - I -V�• /� �i EAST
/ .I w / 305.6
o
Min ��! o ^ 'i�/l' .`,� 1,, COVERED PORCH: 54 SF
P WATE' METER II
'��� "''� COVERED REAR PATIO: 0 SF
� �� NAP T � ..
°° STO LATERAL (1)YELLOWWOOD / CANTILEVER LIVING SPACE: 0 SF
-as A CIS A- a CLADRASTIS KENTUCKIA 117
LL v� U0- r 3B pr DECK AREA. 229 SF PLOT PLAN
`n . -- O s 55 I <
N 7 -IS "` ✓./ I` 5p ea TOTAL COVERAGE: 2,109 SF
SANITAR LATERAL " SW SNOWDALE STREET -- —
D_ 46.7 %
c ,� lam►.
5 ,� ��II
a iiia
.- q.. Q ,f .I r •
IMPERVIOUS AREA: 2,724 SF
/ t o- `y , . v - --.� I
'5
0
0
0
CO
2 POLYGON NORTHWEST (503) 221 -1920 nlr2�
o pplr PROJECT NO.: 395-041
P
CL
TYPE: CONSTRUCTION
-74--
:--" �V SCALE REVIEWED BY: PRE
ng
LOT 117 (R-7, STANDARD) ,�, � �Y _,_ �___ 10 20
co
0
RIVER TERRACE EAST
16650 SW SNOWDALE STREET 1INCH=20 FEET
Z
-. PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM"'
quality engineered wood products for today's builder'
"1,V w
41i
I These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 5.
The plans may not be re-used or copied,in whole or part.without written permission from Pacific LumberRIGID LAM`LVL RIGID RI M-
company.which retains copyrights to,and ownership of the plans.Use of these plans by any othersei.owroosrswe product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or �a� TODL � Uc
PER DETAIL 1 al.MATCH
copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include
�� ` INSTALL SOVASH BLOCKS
penalties of up to$20,000 per work infringed,ands 100,000 per work infringed willfully.
.,IIM! RFPIOJOIST
i<11: :�Ih° YOSBia4G RMElTPWDYL75
—.0,th CONTRACTOR NOTES: AES/GN NOTES:
..n,R.", 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
-.� �+ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
m".,."5=',�.a e
-,��„„ '";,,,�.,,,qmm EXCEED THE LIVE LOAD
(UNLESS NOTED OTHERWISE)
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RPMBLOCKASP-ELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/450
N.rs. N.T.S. - 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/NG:
5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD
SHEARWALLS 1 2psf DEAD LOAD
SLEEP/NG AREAS:
START START THIS IS A PLACEMENT PLAN ONLY. 30psf LIVE LOAD
PI-1/2 RFPI-20 e 16”O.G. 9-1/2 RFPI-20 e 1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD'
FRAMIN FRAMING Architectural/Structural plans.Verify all
I HERE HERE I shear wall blocking placement and connectors, eQOFLOAD/NG:
PATIO I / \.......___wi_i PATIO 'earw ll responsible for approving this 1Gpsf PVA LOAD
F� ayout prior to any construction. 1 Tpsf DEAD LOAD
y ?3 e [ I
® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
J2 J2 REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
R 1 J4 J4 J4 J4 J4 J4 J4 J4 J R 1 R 1 -4-4 J 4 J 4-4..4-4..4 J 4-4 J 4 4 J 4 R 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
J1 J1 J 1 J1 J1 ../1 J 1 J1 .J1 J 1 J1 1 J1 -1 -1 .1 ,1 1 ..1 ,1 .i .1 1 .1 ..1 ,1 .1 -1 WITH THE DESIGN
OF RESPONSIBILITY FOR CONFORMANCE WITH THE
_ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
.� _— —:='�S:=.—.�.=._0=:�:T-e'r'r�=:=•�: :�',CL�: :1C-> OVER THIS SHOP DRAWING.
By:/ R.Solomon
CTII
Date:Oct.25.2017
ENGINEERING INC
J2
IB I® - ® ® El ® 2) Q CONFORMS TO DESIGN CONCEPT
,:J3; CONFORMS TO DESIGN CONCEPT WITH
n ❑REVISIONS NOTED
A .'�.10 NON-CONFORMING-REVISE&RESUBMIT
_J 1 =V_ _ i _ I - • • THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
R1 I.
1- I R1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
/ \ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
By Rae Hauff Date 10/26/17
2'-3 1/8' 2'-5 1/8"
MILBRANDT ARCHITECTS
1 I I I
1
PORCH PORCH I
I I /MPORTANT!
1 I I REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 5-344 (Basement Floor)
LEGEND: POLYGON PLANOPTION.N.Depth
Gra Pat umber
�� Mrk• Material Wtdth Dapth Grade Aty Gut Lth Tot Lth
.0—-HANGER GALLOUT J1 RFPI-20 1 3/4 4 1/2 1 5 22 330
®/ -SUPPORTING POST _.....13 RPPI-20 1 3/4 4 1/2 2 2 4 & TRUSS COMPANY
® -POST LOAD ABOVE .14 12PPI-20 1 9/4 4 1/2 15 22 286
R -RIMBOARD 721 05B Rim 1 4 1/2 _ 7 16 112. _ BASEMENT FLOOR JOIST LAYOUT 105155W ALLEN BLVDBEAVERTON,OREGON 91005 (503)853-9663
LB -LVL BLOCKING JB1 BLKG 1.75 LVL 1 3/4 4 1/2 1.5E 1 1 3 33 SCALE: 1/4"= 1'-0"
J132 SLICE;RPR-20 1 9/4 4 1/2 11 3 51 PLAN DESCRIPTION/NUMBER: 5PPL-SG
JH -JOIST BLOCKING
CUSTOMER: POLYGON
J -JOIST GALLOUT Accessories PLAN DATED: 10/5/15
B -BEAM(FLUSH w/JOIST) H1 IT1-1011450-or-ITT4.5 4
HDR -HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L.HENDER50N PATE: 10/13/15
BBO-BEAM BY OTHERS PL 1 5-544 BASEMENT
FLOOR SHEET: 1 of 3
PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM-
"" tl°""'-"' - quality engineered wood products for today's builder-
=
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
uw,. 444141
I' II ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LV L RI GI D RI M-
1 rw'.,° Company,which retains copyrights to,and ownership of the plans,Use of these plans by any other
�V, - ` BELOn TO POST product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG.FOREST PRODUCTS
•o5raumEs ro•�r•aaalca
L 50.50 BLOCKS
,IIIE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
\\` / penalties of up to 520,000 per worK infringed,and S 100,000 per work infringed Willfully.
• HON 40P-4,RFPF Jam'
•
hCONTRACTOR NOTES: P55/6N NOTES:
.^.- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
,a1'v�,,' `;'"'""'"' Z. '°°`'�"A MAIN FLOC- JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR
EXCEED TDHEOLIVE LOAD
.,w (UNLESS NOTED OTHERWISE)
SCALE: 1/4"- 1' •" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPI-BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/450
(UNLESS NOTED OTHERWISE)
N.T.S. N.TS.
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR L0.4D/4/6:
- 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD
SHEARWALLS 1 2psf DEAD LOAD
(DOUBLE) 1 1-1/5 RFPI-20 5'1 9.2"O.G. (DOUBLE) 1 1-1/3 RFPI-20®1 9.2"O.G. SLEEP/N6.4RE.45:
illilk
SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® TH/5/5 A PLACEMENT
PLANjunc ONLY. 30psf LIVE LOAD
SEE SHEATHING NAILING ATTACHMENT NOTEIIIII This layout is to be used in con junction with 1 2psf DEAD LOAD
START START Architectural/Structural plans.Verify all
shear wall blocking placement and connectors ROOPLOAP,N6:
Ft3AMING FRAMING
HERE
._ _,_ B3 R 1 rRE
R 1 _ _ B3 ly u p for to y onstructlon. g hes1 p f DEAD LOAD
ur r response a or approvin psI
a an c s1
flizara,amm.gazmNzmmamm.---a----7---h
® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
— tr - ■N ❑ NON-CONFORMING-REVISE AND RESUBMIT
J J I ..I _I Jl9 -I R 1 R 11111
li
THIS SHOP DRAWING HAS GEEN REVIEWED FOR GENERAL CONFORMANCE
J1 -1 _1 J J J J' / —.! I I 11 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORIVENOOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
3 _3 _3 _3 - _3 ,3 1 11ij��, - l�� : DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
R 1 ..3 J3 J3 J 3 -3 J' J 3 J5 - - c I: I% -1 OVER THIS SHOP DRAWING.
L e By: Arnold R.Solomon Date:OCt.25,2017
.� J' J3 a�• J J3 ,3
� _' J3 • J3 J 3 _3 I I: f: f. ' I: CT ENGINEERING INC
/'
it �a� _ �_— X❑ CONFORMS TO DESIGN CONCEPT
.,1 ❑CONFORMS TO DESIGN CONCEPT WITH
iiiill
2 1 51 / 2 R REVISIONS NOTED
El NON-CONFORMING-REVISE&RESUBMIT
_1 i/ _ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
\ 1 � ii��ilI_iiiii WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
Y M W • I I I F�'4 II I II_ II B II I .,II FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
R 1 \ R 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
\)(//
gy Rae Hauff Date 10/26/17
MILBRANDT ARCHITECTS
aD i • :M lin
J2
1
R. R1 I�" 6_
R 1 r--'T R 1 1
,4 -4 _4 J J4 J4 J2 J2 J2 .J2 J2 J2 ,I
11
s.— :=JB2 —>::=:`:,— 'I - lo
I-1 I , •
PORCH \' I I I R 11I PORCH IMPORTANT/
I REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
• 1 1-1/3 RFPI-20®1 9.2°O.G. - 1 1-'7/5 RFPI-20 5'1 9.2"0.0. DETAILS AND I-JOIST INFORMATION
UPDATED 10/24/11 KLH
PL 1 5-344(Main) ilk DOUBLE I-JOIST CONNECTION SPECS
LEGEND: POLYGON PLAN OPT ON: DOLept-sG �' Filler blocking is not structurally required provided both pacm4 mb�� Mrk e L Meterlal i Wldth I eptM1ut Lth Tot Lr
( H }—-HANGER CALLOUT R1 058Rlm 116 I-Joists are continuously laterally supported by
�/ B1 RigidLam LVL 3/4 1 1/8 1.5E 2 4 B connection to the sheathing at the top flange.In
® -SUPPORTING POST B2 R gkLam wL 3/a vb sE 6 6 / addition,the joint in the sheathing shall be positioned & TRU5 COMPANY
® 63 RigidLam LVL 3/4 1 1/8 1.5E 1 22 22 -� over the center of one of the two top flanges to assure
-POST LOAD ABOVE JB 1 BLKG 1.15 LVL 3/4 1 1/8 1.5E 15 3 18 shear transfer between sheathing panel5-
R -RIMBOARD J11 BLKG RFPI-20 3/4 1 1/8 1s 3 as 105155WALLEN BLVD BEAVERTON,OREGON 97005 (503)555-9663
J1 RFPI-20 3/4 1 'I/O 6 10 162 _� EK,re.wm,
LB =LVL BLOCKING J2 RFPI-20 3/4 1 1/8 6 20 148
.13 RFPI-20 3/4 1 ve 34 22 14e Sheathing 1-3M. 2-1/IT =,i'18. =-'IT 3-11T PLAN DESCRIPTION/NUMBER: SDDL-56
JB -JOIST BLOCKING J4 RFPI-20 3/4 1 1/5 6 24 144Requirementspa M,° Max a,° Max. M- MaxA/15 Max " Max CUSTOMER: POLYGON
J5 RFPI-20 3/4 1 1/5 3 4 12
J -JOIST GALLOUT .16 RFPI-20 3/4 1 1/8 2 2 4 DEL I-JOIST WITHOUT FILLER CONSTRUCTION z 1e z 1e z ze z zr z zc PLAN DATED: 1 0/3/1 5
B -BEAM(FLUSH w/JOIST) N.TS. z 1s z ,a z zP z zP z z°,
Acceesorlee M,,, DESIGNER: KAKI L.HENDERSON DATE: 1 O/1 3/1 5
HDR =HEADER(BEAM BELOW JOIST) H 1 11411'11.135-or-ITT 11.85 9
BBO-BEAM BY OTHERS
-3 4 4 MAIN SHEET:2 of 3
Z CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN POLYGON
❑ NON-CONFORMING-REVISE AND RESUBMIT PLAN OPTION:5DDL-SG
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLI5-344 UPPER
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 10/20/2017
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
By: Arnold R.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
CT ENGINEERING INC
T START FRAMING HERE
❑X CONFORMS TO DESIGN CONCEPT r Products
V o 0 o- v v , 9- RM1 9`—r--4--V--c=am - r -s v. c, w -� PIotID Length Product Plies Net Qty
CONFORMS TO DESIGN CONCEPT WITH 'Brill I I RM1 48-00-00 1"x 14"APA Rim Board 1 1
❑ REVISIONS NOTED URM1 40-00-00 1"x14"APA Rim Board 1 1
❑ NON-CONFORMING-REVISE&RESUBMIT. RM1 38-00-00 1"x 14"APA Rim Board 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE : RM1 12-00-00 1"x14"APA Rim Board 1 2
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - RM1 8-00-00 1"x 14"APA Rim Board 1 1
DRAW'GS SPECIFICATIONS.
OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _ • • • • • • • • RM1 4-00-00 1"X 14"APA Rim Board 1 2
DRAWING%SPECIFICATIONS,AND APPLICABLE CODE%ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING. RM1 2-00-00 1"x 14"APA Rim Board 1 2
Rae Hauff 10/26 17 cv -:�i CN cv r_v Cv — o->
By Date / C, :o BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
L1 1 MILBRANDT ARCHITECTS LL LL t I-1-
LL BM2 12-00-00 31/2"x101/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
�s r o BM3 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
U_ _ " BM4 21-00-00 5 1/2"x18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
O BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM5 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
I.3it1 0, - -- ,.�.c_ �.e- BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
pa gar I BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
0 p®i L BM6 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
O� 1 BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
II
12 BM8 17-00-00 3-1/2 X 14 BIG BEAM 1 1
1
mod ow. aa€I6 -Fr,—_'y BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2
I
5-00-De BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1
- N I BM10 7-00-00 3-1/2 X 14 BIG BEAM 1 1
I m III
i II= - 0 0 a �f0 u. Q =a BM11 5 00-00 3 1/2 X 14 BIG BEAM 1 1
I I I
m ��', BM12 4-00-00 BBO2 1 1
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1 : 0 I
_ ,�a=�Fal.'$,��. r T IBM9� t : C Q BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADING40 LL1S DL
—
i5.03-u7QA --t€- - - =-EF �,- -
ce I
I
, , , , , , , , liell ACCESSORIES QTY
I.. - ® TH017140-2 26
I TFL1714 3
I
= 1'. w Cr I I L - 1 X 14 OSB RIM FOR SHEAR BLOCKING 22'
- - c+> c•� o L HGUS412 1
� W
,a. a 1 :1 i- ro
co ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
co
I I
I 1 EiBK1 I 6-0 D4
I•-Dq _* � K1,_ ,_ IHVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.--{T--- Imo.
DBMS' �s�k� RM1 ���_®�_� 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
RM1 I
I
JOIST WITH RIM
SHEET 3 OF 3
(24x36 SHEET) SCALE:1/4"=1'-0"
Pacifi umber
& TRUSS COMPANY