Plans (117) CNC1 i. _C 1S <;CIL I kC1 t q S i4Ct .L, Qc.xSt.
LEGEND:
ss-- SANITARY SEWER Pacific
____ 1 I L` ,- - -� / I S ,f L -) , S Community
STORM DRAIN Design
,- ,-'— _ —=— f - —W WATER LINE
311.0 ? -309.031-
W MANHOLE 12564
Tigasd,OR 197223Street
50 0i i
[T]503-941-9484 CATCH BASIN
....„,...A10,..... 4............... .dl ®� .r �_�......���i��I (i �� w1i11w.vrr` DATE: 7/20/2017
I
r`_ i REVISIONS
-f NO. DATE DESCRIPTION- — - -133_3STREET LIGHT
311)
27.00' 7 r
— - STRAW WATTLE PERIMETER
�, 35.00' I EROSION CONTROL
1
a` �♦ FLOW DIRECTION ARROW
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10 _ i 1 / r� f 0 STREET SECTION, SEE
_.. _ / '� ---_____, _____ y CONSTRUCTION DOCUMENTS
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! 5,000 SF [ f :.
' I' ' SETBACK SUMMARY
100 BUILDING: 5B b I, FRONT SETBACK: 12'
6 ` ' I FF=310.31 I
8 '} SIDE SETBACK: 3'
E STREET SIDE SETBACK: 8'
E "' FRONT GARAGE SETBACK: 20'
7. I ill
; 1I FRONT PORCH SETBACK: 8'
j% , GARAGE ;' 5.21' i REAR SETBACK: 15'
o I 4'79 —WI-- ? I
' REAR COVERED PATIO SETBACK: 10'
CV 7 I I
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P i I I L____t_
05
6.00 n r`ZI- I,L' =1, LOT COVERAGE:
_ ;' PORCH _ .: .:. RIVER
N I _ PUE, TYP. _io o__- I. _ _
LOT AREA: 5,000 SF
— -4- 7 20.00' —/ 18.00 I ' _ ] TERRACE
- - - - - 1 - -
`' 308.4 —4 12.6 305.8— — — — BUILDING FOOTPRINT: 1,800 SF EAST
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5 '`% f �, t,'j '+gyp! .t � F
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< COVERED PORCH: 166 SF
----''' ANE4§94,. t•-.,-,'o
f �AMMil'�`\ ;` f �1 COVERED REAR PATIO: 170 SF
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o ;' f.l f, i ‘ , \ All CANTILEVER LIVING SPACE: 43 SF
N,
WATER METER ss Ss - 99
\, STORM LATERAL DECK AREA: 0 SF
I t vt PLOT PLAN
(1) ROHANI EUROPEAN SANITARY LATERAL } TOTAL COVERAGE: 2,179 SF
-o SO / 50 BEECH / FAGUS S , y U - J /` f B
LV
RD G 5 R
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trd�r3� f � v OHANII' SWBIRDSONG T � _ 43.6 %
SY ATICA'R
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o " �..I ,_ wo...:._. r �„ ", IMPERVIOUS AREA: 2 675 SF
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POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARDG>
PROJECT NO-: 395-041
2S 1 W6 Approved by Planning TYPE: CONSTRUCTION
V SCALE REVIEWED BY: PRE
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LOT 99 (R-7, STANDARD) Date: 277-1 0 10 20
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RIVER TERRACE EAST Initials: Sc
16849 SW BIRDSONG STREET 1INCH=20 FEET
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PACIFIC LUMBER C�PYRIGHTY�I5 ROSEBURG FRAMING SYSTEM'"
a u„. »R quality engineered wood products for today's builder
`:I'M"' 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 Lumber RIGI D LAM LVL RI GI D RI M'
i m °; II I' Company,which retains copyrights to,and ownership of the pians.Use of these plans by any other
,, rose mow naovs
a ro eenems 9511 BL.
-„�. , BEavOCKS
er.,I11a wnm« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or vosrWrta FOREST PRODUCTS
oosramo FOREST PRODUCTS
\C/ ' ---— - `` I eeaa�n�.REn or BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face Ilabilitles that Include
penalties of up to 020.000 per work Infringed,and$100,000 per work infringed willfully.
�► ,IIIA ar on,oro=r�o E *NtRFPF JOIecdrouRes ST
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^.,�e.o� CONTRACTOR NOT55: OE5/GN NOTES:
»� wc,umu aaa�° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
.auw��r.,w.>+o.,wmw-, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
RFPs BLOCKING PANELS NIITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL - ;)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
N.rs. N.rs. SCALE: 1/4"- 1'-O" (UNLESS NOTED OTHERWISE) OF L/450
4)USE CAUTION WHEN GUTTING FLOOR LORD/NG:
FOR PLUMBING 40psf LIVE LOAD
5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD
SHEAR W ALLS
SLEEPING AREAS:
THIS/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
I I
START START Architectural/Structural plans.Verify all
I FRAMING FRAMING I I shear wall blocking placement and connectors ROOF LOADING:
IPATIOI I I Purchaser responsible for approving this 25psf LIVE LOAD
HERE HERE PATIO' ayout prior to any construction. 1-Tpsf DEAD LOAD
I .I. .I. M1 -.II N11111111.-- 111111.11111111WAIIII
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- - II .I, II �11 I CONFORMS TO DESIGN CONCEPT
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❑ CONFORMS TO DESIGN CONCEPT WITH
I I I lia REVISIONS AS SHOWN
IIIIII VIII � ❑ NON CONFORMING REVISE AND RESUBMIT
1 L' I J I.irII I' Oils l P
• IL � THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
I III 1 :I _ 4_�_,,.I ��I-_ -_ I IIr-_
__ i� I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
'�II I, I I 7 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
_ I III III _ I� .I••- l DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
'I 1i III 1-
1 - ylll� �il - OVER THIS SHOP DRAWING.
I - By: Arnold R. Solomon Date: May 11,2016
I. CT ENGINEERING INC
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I = II � I, il�i III ' QX CONFORMS TO DESIGN CONCEPT
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L J II I 6 d - JT — II, �r�I _ B1 - - REVNFORMS TO ISIONS ONS NOTEDSIGN CONCEPT WITH
ILEsisionamo I --I — _ ® e , Jlil��! NON-CONFORMING-REVISE&RESUBMIT
1 1 111111111i -
N h I =VINE I - I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
I• I ' I�—�. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORNENDORCO OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
I
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ry.15
1 -_ . I. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
I
..-,, B3 I B - By Jeremy Pfarr Date 5/11/16
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II MILBRANDT ARCHITECTS
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/MPORTAN77
PORCH PORCH REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
LEGEND: PaCIfi umber
PL 1 5-52(MAIN)
HO—-HANGER GALLOUT POLYGON 5B FRONT TO BACK
® Mrk• Material rvldth Depth 6rede Sty Gut Lth TOC Lth
-SUPPORTING POST ROW1 oRim 1/2 10 10 160 & TRUSS COMPANY
® B1 RlgidLam LYL 3/4 1/2 1.5E 2 16 32
POST LOAD ABOVE 52 RlgidLam LVL 5/4 1/2 1.5E 2 14 20
R -RIMBOARD BO RiyidLam LYL 3/4 1/2 1.5E 2 12 24
Jt RFP'-2o 3/4 1/2 1 10 10
10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663
LB -LVL BLOCKING J2 RFP'-20 3/4 1/2 12 12 taa
J3 RFP'-20 5/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 55 FRONT TO BACK
JB -JOIST BLOCKING Ja RF19'-20 3/4 1/2 2 2 a
s RFP-2o 3/4 1/2 3 to 42 CUSTOMER: POLYGON
J
J -JOIST GALLOUT JO RFP's-20 3/4 1/2 12 30 300 PLAN DATED: 11/24/14
JT RFP'-20 3/4 1/2 1 20 26
B -BEAM(FLUSH w/JOIST) J51 BLKG RFP'-20 3/4 1/2 25 3 15
NPR -HEADER(BEAM BELOW JOIST) Jet BLKG 1.15 LYL 3/4 1/2 15E 6 3 13 DESIGNER: KAMI L.HENOERSON DATE: 2/15/15
BBO-BEAM BY OTHERS Accessories
H1 ITH011950-or-ITTP.S 4 PL 1 5-5 2 (MAIN) SHEET: 1 of 1
POLYGON
5B
PL14-90UP
7/29/2014
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Products
PIotID Length Product Plies Net Qty
RM1 47-00-00 1"x 14"APA Rim Board 1 1
RM1 45-00-00 1"x 14"APA Rim Board 1 1
14" OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERB RM1 40-00-00 1"x 14"APA Rim Board 1 1
RMI RM1 12-00-00 1"x 14"APA Rim Board 1 1
8 $ s RM1RM1 11-00-00 1"x 14"APA Rim Board 1 1
,'; RM1 8-00-000
00 000 1"x 14"APA Rim B1"x 14"APA Rimoard 1 1
oard 1 1
RM1 4-00-00 1"x 14"APA Rim Board 1 2
RM1 2-00-00 1"x 14"APA Rim Board 1 1
BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
L. > 'F - BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
;' _ « '_ i BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
p o 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
M i BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
',qu. L BM3 A • I BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
__ p ,,Ap B BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM I1
—v=4__��,�_� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2
eo v; r lLL 1, BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1
'' ` K • J I m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1
" -` �� BM11 4-00-00 BBO2 1 1
7,. I I
• ^ Qe\ I FLOOR LOADING
J BM55 WBBS=BLOCKING
s _L____ BKI 40 LL
D= _A{� BI( _ --T-T-6�-nT-, -= RM1=RIM BOARD 15 DL
II 1 i� ACCESSORIES QTY
I I
1 1. @ TH017140-2 21
.. _ Q ITT14 3
I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25'
I
I @ HUCQ412 1
u i.I ti i� 1T.
`` I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
co
REFER TO STRUCTURAL PLAN FOR ADDITIONAL
m g�K 11-.,,a
POST TRANSFER BLOCKING
i=-6==db' -y=- AND SHEAR BLOCKING REQUIREMENTS.
I :
6-09-04 a-04 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I
_ _.0_---Ix-___ A�7'_ __ _ K7 g_�--0--� 8 I WHERE PLATE NAILING AT 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
0-1a �= I SHEARWALL ABOVE EXCEEDS ONE
'RM1r
T ®� ROW,PROVIDE ADD'L BLOCKING OR
L—=--�_g-�--- C 'BMSA
—may y--,:�:, WIDER RIM MATERIAL AS REO'D.
IRM1� RM1
❑ CONFORMS TO DESIGN CONCEPT
® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM
REVISIONS AS SHOWN
21 mRvoxmsro oezS CaucRR. _ 0 NON-CONFORMING-REVISE AND RESUBMIT
0 n� NCONCEPTWITH THIS SHOP DRAINS HAS BEEN RE'rIERED FIR GENERA.CONFORMANCE
❑'ro F a RESUBMIT WITH THE
DESIGN CDNDEP,OM1 RAC OR HOT ASN EVE.HE Pacifi umber
(24x36 SHEET) SCALE: 1/4" = l'-0" DESIGN TDAWVENP A CF RECD ISIS ONS ALL F OHIBH 1044 nrH THE
= NEP
SHOPS AND NG CONTRACTOR
ONO�I DF ARR H HAMS PRIDIMERITY
NSIONS,, DVEA THIS SHOP DRAPING coxTA40TDa SHALL r.AtFv ALL mNExslrns.
By
_ .r snz;4<_ 55: Todd R.Eaton NOB SANtAPOer 19.2014 MILBR�ANFDI ARCHITECTS CT ENGINEERING INC & TR U S S COMPANY