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l ® • MANHOLE Tigard,OR 97223
I I I I [T]503-941-9484
1 �I�' t O1 L— _ ■ CATCH BASIN
ted. DATE: 12/30/2016
' 306.6 I 299.2 • STREET LIGHT
I. a �� /��� ,` 1� i N REVISIONS
. „ . _ . _ _ - _ _ _ a`- STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
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II I I - - SETBACK SUMMARY
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6.00' ,r/� i-- --- - I 1- r T FRONT SETBACK: 12'
I. .. ! ;! ,`/ PUE I 1 1 I i SIDE SETBACK: 5'
PLANT (3) STREET v BUILDING: 3413.2BRD I ' '
a 1 I STREET SIDE SETBACK: 10'
TREE: 2"CAL. 1, '
,;` i I FF= 310.6 II 15'
a) ' %% I �-�- 4.00' I REAR SETBACK:
RAYWOOD ASH / ' BFF=309.3 ' ' PORCH SETBACK: 8'
5.- FRAXINUS OXYCARPA \ 1 "t;- ti
E I 'RAYWOOD' -'- 22.78' - 131 I I o I GARAGE SETBACK: 20' .
' o 132
5,428 SF 133
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O '_.'"-~/ IC: ¢ `~r�i�l �- I ———— —— 1 — ---� ——` LOT AREA: 5,428 SF
19 ; ���'`'I► PORCH 11 y. I I --- RIVE R
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b f P"�� ;° , ____.� 20.01' I PE)E,5 _—_. — I i r_ ' :::z::1NT
1-0. \ 151 SF
–�•� _ �•_0 _ _ NORTHWEST
309.7 ; 46.8'` `' : 4� CANTILEVER LIVING SPACE: 0 SF
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308.3 rj ' N
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v r COVERED PATIO: 0 SF
co PLANT(1) STREET=--� l,., I \ �` '. 1 \ . , .. \\ .a.
/'‘ • Ai.-6- :w - TREE: 2"CAL. \� w \ • \ J DECK AREA: 200 SF
co N -
KATSURA TREE/ WATER METER - STORM LATERAL\. •8_/ LOT 131
SD SiCERCIDIPHYLLUM SD S0 SD i SD — SD SD- TOTAL COVERAGE: 1,820 SF PLOT PLAN
JAPONICA ) 28.00' B o`O
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'I ( SW FOREST HOLLOW STREET .\ I \: SANITARY LATERAL 55 s SS IMPERVIOUS AREA: 2,330 SF
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RIVER TERRACE NORTHWEST (503) 221-1920 err OF TIGARD
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O TYPE: CONSTRUCTION
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Date• REVIEWED BY: PRE
VI LOT 131 (R-7, MEDIUM) / '-} /T- SCIAOLE 20
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RIVER TERRACE NORTHWEST Initials: IS
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17356 SW FOREST HOLLOW STREET 1INCH=20 FEET
ROSEBURG FRAMING SYSTEM'
.aa,ah.'W.a..,a„.;.�„e�`M PACIFIC LUMBER COPYRIGHT 21114 quality engineered wood products for/Odor's budder
.a��a a. ,"�.�.aNa leMva
w.w.,.w2° II These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014.
SOLID CLOCK The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R�GI LAM LVL R I GI D R 1 M•
, I�� POSTS FROMABDVE
Company,roeeARING Beton. p y,which retains copyrights to,and ownership of the plans.Use of these plans by any other
IIII NSTALL SQUwGH BLOCKS product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROSFBURO FORCSr PRODUCTS ROSEBURG FOREST PRODUCTS
\/I ;rt.0 ' PER DETAIL,d.HATLH
G BEARING AREA OFBLOGKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include
`_ / 6ELOr1TOPOSTABOVE penalties of up to$20,000 per work infringed,and$100.000 per work Infringed willfully.
., ; , IIlN40P-NkRFPI-JoisT
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CONTRACTOR NOTES: 1,E5/6N NOT€
°awane= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
rm.°C.z'aw`o w`"aR��eo.`uaoa:°naa++R MAIN FLOOR JOIST LAYOUT 2)ALL ESS NINGSOTE PER DESIGNER'S PLAN MEET OR
DESIGNED
THE EO VE LOAD
�.e-v.»w•.•��aH, (UNLESS NOTED OTHERYVISEJ
SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPIBLOGKNG PANELSWITH BEAR NG WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450
H.T.s. 5.r.s. 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOADING=
psf LIVE
5)PROVIDE PROPER SUPPORT AT ALL DEAD LOAD
L
1 2psf
SHEARWALLS 1 LOAD
START START 5LEEP/N6AREA5:
FRAMING FRAMINGTN/5ISAPLACEMENT PLAN ONLY. 30psf LIVE LOAD
---- This layout is to be used in conjunction with 1 2psf DEAD LOAD
HERE �_ �� ~f _.— HERE Architectural/Structural plans.Verify all
(DOUBLE) 1 1 1/5 RFPI 20 5 1 9.2'O.G. (DOUBLE) 1 1 1/5 RFPI 20 5 1 9.2"O.G. Shear wall blocking placement and connectors. ROOFLOADIN6:
SEE SHEATHING NAILING ATTACHMENT NOTEIIIIISEE SHEATHING NAILING ATTACHMENT NOTE1111I v ff Purchaser responsible for approving this 25psf LIVE LOAD
1 2" 11 2" ayout prior to any construction. 1-1psf DEAD LOAD
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410 40 40 -1,- .� -I Ap J3 J3 4 -I -5 4 J5 J5 to J3 J3 J .1 J,3 J3 J3 4 J, _I JD ~T .J' .4 .� 3 -13 Jf J3 .3 0 J3 yip$ JTHIS SHOPD
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R1 ;1 III I I 11 lI!IIII �Ii 1FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
I 1 j .. !� I I I I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
it I I I I IiOVER THIS SHOP DRAWING.
11 it , I 1 „ ni11II1Ii1 III Ill Iii 1 H: December 4, 2015
I' CT ENGINEERING INC,, III � �II , 11 �' IIiI � 'I! i 'Iit i --I ' IH1 i• j I' it 1- IL it. {]�1 I -I.-_ _. � 3;..-.--- v,. __._ .. I .- _ ' 1li — _: 11111 III ( ®CONFORMS TO DESIGN CONCEPT
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PORCH I PORCH IMPORTANT!
I I REFERENCE INSTALLATION
—1 1-1/5 RFPI-20 e 1 9.2”O.G.--I I—1 1-1/S RFPI-20 5 1 9.2"0.G.— GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 5-403(MAIN)
LEGEND: POLYGON 3413.2 ABP BASEMENT WITH JOISTS pacif.4
Hrk+ I Material Width Depth Grade aty cut Lth Tot Lth Filler blocking is not structurally required provided both
Ha--HANGER GALLOUT J 1 RFPI-20 1 3/4 -11 7/0 3 6 18 I-Joists are continuously laterally supported by �J2 RFPI-20 1 3/4 11 7/8 6 14 84 connection to the sheathing at the top flange.In
® J3 RFPI-20 1 3/4 11 7/8 44 20 880
-SUPPORTING POST J4 RFPI-20 1 3/4 1 7/8 a z 8 addition,the joint in the sheathing shall be positioned & TRUSCOMPANY
® J5 RFPI-20 1 3/4 1 1 7/8 13 4 52 over the center of one of the two top flanges to assure
-POST LOAD ABOVE
R 1 OSB Rim 1 11 7/e 3 16 ,a4W
shear transfer between sheathing panels.
D B
R -RIMBOAR1 BIG BEAM 5 1/2 1 1 7/8 2.1E 1 6 6 5930 JEAN ROAD LAKE OSEGO,OREGON 91035 (503)555-9663
LB =LVL BLOCKING B2 BIG BEAM 5 1/2 11 7/8 2.1E 1 16 16 / Flange w.ah
53 BIG BEAM 5 1/2 11 7/8 2.1E 1 14 14 Sheatmnd 1.54" 2-1I16 0 �-vz D WITH 202 z-1:7 PLAN DESCRIPTION/NUMBER:34 1 3.2 ABBASEMENT JOISTS
JB =JOIST BLOCKING B4 RigidLam LVL 1 3/4 11 7/8 1.5E 1 20 20 .. .s,°�e n Hin Han M,n Max Mn Man Mln Ma M,n Hax CUSTOMER: POLYGON
BS RigidLam LVL 1 3/4 1 1 7/8 1.5E 1 1 4 14
J -JOIST GALLOUT B6 RigidLam LVL 1 3/4 11 7/8 1.5E 1 4 4
JB 1 BL KG 1.15 LYL 1 3/4 11 7/8 1.5E 23 3 84 DBL 1-.1015T WITHOUT FILLER CONSTRUCTION PLAN DATED: 1 1/23/1 5
B =BEAM(FLUSH w/Jyrs. m� on,
_JOIST) 10dor1z" r 191 z IS r z°" z 24• r 28" DESIGNER: KAM/L.HENDERSON DATE: 1 1/21/1 5
NAR =HEADER(SEAM BELOW JOIST) Accessories b.
H1 MIT41 1.88 21
1380=BEAM BY OTHERS H2 MIT 1 1.38-or-ITT 1 1.88 26
FL 1 5-403 MAIN SHEET:2 of 3
It: PACIFIC LUMBER COPYRIGHT 2014
ROSEBURG FRAMING SYSTEM"
2.,"°,:...=',..X7""="'""` � ualif�en engineered wood products for today's builder-
mxuq,,w°° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
,wP�,,,,,,;, A I,I' ' souv eLocK.LL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber
,,,,�.,, vosrsPaoM.eove RIGIDLAM LVL RIGIDRIM
R",qn ,t, TOBe,RIN�BeLorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
a��= HSTALLSQUASNBLOGKS product supplier other than Pacific Lumber Company is strict) prohibited.Unauthorized use or
\// ;KWw .,_4` 4 PERve*AILiu rssu pp p ystrictly405F$URO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS
GG BeAR w.e�o�BLocKs copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include
� \` /`! BELory rovosrAeove. penalties of up to$20.000 per work infringed,and 3100,000 per work infringed willfully.
i ►1111
,//Ij11� RFPI JOIST
ROSEBURG FOREST PRODUCTS
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CONTRACTOR NOTES: 17E5/6N NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
v."1"�.".4i,oaF°.:a..w°+u,1u.e°.,e,wW 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
erbu"M Mae.•S•°00,.....
(UNLESS NOTED OTHERWISE) ExCEED THELIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPI'BLOGKING PANELS WITH BEARING riALL ABOVE POST LOAD TRANSFER DETAIL
(UNLESS NOTED OTHERWISE) OF L/430
N.7.5. N.T.S.
4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/N6:
5)PROVIDE PROPER SUPPORT AT ALL
12psf LIVE LOAD
SHEARWALLS 1 p5f DEAD LOAD
THIS/5 A PLACEMENT PLAN ONLY. Sps f LING AREAS:
3opsf LIVE LOAD
This layout is to be used in con junction with 1 2psf DEAD LOAD
5-1/2 RFPI-20 e 16"O.G. 9-1/2 RFPI-20 e 16"O.G. Architectural/Structural plans.Verify all
START START shear wall blocking placement and connectors. ROOPLOAD/N6:
FRAMING I I Purchaser responsible for approving this 25psf LIVE LOAD
I FRAMING ayout prior to any construction. 1-ipsf DEAD LOAD
HERE PATIO i 1 PATIO / HERE
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I
R1 R1 I I By: Arnold R. Solomon Date: December 4, 2015
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EVISIDFd NOTED
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LEGEND: PL 1 5-403 (Basement Floor)
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� POLYGON 3413.2 ABC BASEMENT WITH JOISTS
} Pacifii ..uiiiber
( H —=HANGER GALLOUT Mrk l Material Width Depth I Grade'Qty Gut Lth�Tot Lth
® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 , 15 24 360 & TRUSS COMPANY
J2 RFPI-20 1 3/4 9 1/2 9 34 306 BASEMENT FLOOR JOIST LAYOUT
e -POST LOAD ABOVE J3 RFPI-2O 1 3/4 P 1/2 1 22 22 SCALE: 1/4"= 1'-O"
R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 10 10 5 930 JEAN ROAD LAKE OSWEGO,OREGON P 1035 (503)853-9663
LB =LVL BLOCKING J5 RFPI-20 1 3/4 5 1/2 1 4 _ 4
J6 RFPI-20 1 3/4 P 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD BASEMENT WITH JOISTS
JB =JOIST BLOCKING -
R1 OSS Rim 1 5 1/2 5 16 80 CUSTOMER: POLYGON
J =JOIST GALLOUT JB1 BLKG RFP-20 1 3/4 9 1/2 26 3 _ 18 PLAN DATED: 11/23/15
B =BEAM(FLUSH w/JOIST) J52 BLKG 1.15 LVL 1 3/4 q 1/2 1.5E 28 3 18
DESIGNER: KAM/L.HENDERSON DATE: 11/21/15
HDR =HEADER(BEAM BELOW JOIST)
BOO=BEAM BY OTHERS AccessoriesASEMEN
H1 ITH01 1550-or-171-5.5 , 4 PL 1 5—4 0 3 B FLOOR T
SHEET: 1 of 3
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14"OPEN WEB JOIST @ 19.2'O.C. 3413.2 BD(BASEMENT WITH JOISTS)
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MOVE JOISTS +/- 4" TO
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PIotID Length Product Plies Net Qty
START FRAMING HERE4 O
s-0B-0o ri RM1 42-00-00 1"x 14"APA Rim Board 1 1
RM1 34-00-00 1"x 14"APA Rim Board 1 1
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RM1 22-00-00 1"x 14"APA Rim Board 1 1
I I V RM1 8-00-00 1"x 14"APA Rim Board 1 1
CONFORMS TO DESIGN CONCEPT i , /'
® ,'` o HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1
❑ CONFORMS TO DESIGN CONCEPT WITH RM1 3-00-00 1"x 14"APA Rim Board 1 2
REVISIONS AS SHOWN i1111I BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
❑ NON-CONFORMING-REVISE AND RESUBMITIIIII BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITYINBM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
OVER THIS SHOP DRAWING. — in N u-) . in ,n u) in 0 0 0 0 0 0 l° o\o o g
LL LL LL U- LL LL LL " 1. u- u- " BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
By: Arnold A,Solomon Date:December 4,2015 'I��>• g
CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
CONFORMS TO DESIGN CONCEPT i BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
❑REVISIONS NOTEDSAGN CONCEPT VVI. .
jBM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
❑NON-CONFORMING 6 REVISE RESUBMIT •
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col �AC ;i HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25'
Am
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REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
coAND SHEAR BLOCKING REQUIREMENTS.
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SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
K1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I
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& TRUSS COMPANY
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❑X CONFORMS TO DESIGN CONCEPT ` CONFORMS TO DESIGN CONCEP 4ITH
rt, 3 3CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN
0 ❑ REVISIONS NOTED NON-CONFORMING - REVISE AND RESUBMIT
-Q0 Cal a, NON-CONFORMING—REVISE& RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
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c, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
n, WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
-‹ Mit oFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
ch DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING.
PRIORITY OVER THIS SHOP DRAWING.
By_ Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015
�111LBRANDT ARCHITECTS CT ENGINEERING INC