Plans (2) 3 sic)W 'efIGe‘eSL7
LEGEND:
�.,,, a —ss-- SANITARY SEWER Pacific
i o / 1 Community
___________i
242 I /: j —SD STORM DRAIN Design
244 / {,,�� —W-- WATER LINE 12564 SW Main Street
246 �_ p' ® MANHOLE Tigard,OR 97223
t� ....,/ [T]503-941-9484
248 - ® CATCH BASIN
250 ! � i DATE: 1172i2015
0 STREET LIGHT
252 t � � � REVISIONS
RAYWOOD ASH/ FRAXINUS NO. DATE DESCRIPTION
254 10.00' PRIVATE ' ' �, Q OXYCARPA'RAYWOOD':
UTILITY EASEMENT 1� / 2" CAL. B8B
256 ° ® tem,- ' 9 1 2 N 61 ,
—258 — WATER METER ® ��� 54 "' •cx_x_xx> STRAW WATTLE PERIMETER
® 11•% Si
EROSION CONTROL
e° a.. °m 258.T u'^ Q. °o ° MIL a. ! -� �
a. a— . ° d 4 - IIIA wC���n,m
- - - ( -3$2 w� o FLOW DIRECTION ARROW
/ SIDEWALK 7 I ,
255.4
° FRQNT I� �� NOV 2 2015
° 1 118.50. o Z % -
---260-- 1---___________z_--
�- I 1 -24.50'A 0 Ii' / �, SETBACK SUMMARY CITY OF TIG
AFID
° ° °, / g -- FRONT SETBACK: 12' R:UILDING DIVISION
I I ° 6.00' w SIDE SETBACK: 3'
RNV R/W 11 r I ism; PUE, TYP 0 4. —
26'TRACT I II 1 ti ,PORCHt- - 11.89' x o o STREET SIDE SETBACK: 8'
20'PAVEMENT 1 IBJ—J ct— A
GARAGE SETBACK: 3'
i•� 0.5' 5' 10' 10' I 5, o jil S j J
SW TRAVEL TRAVEL S'I 2,921 SF ��I. ��� _
C I 1 I I I_ / , t 3 '-
"? , I Iill . I . N
L _ 2.50io —I 1 3.00' 1.-".—
BUILDING: : ? id
:c:1
�I 4A 1 ,1 58 I►_ LOT COVERAGE:
csi L i I FF = 263.33 i 1'•r41 IiiP7
- 0 5'WIDE TYPE B 1 I I a— I Ad(
'o CONCRETE SIDEWALK MOUNTABLE CURB i I 1 I —11 _ 1 I ((l) a_ ► LOT AREA: 2,921 SF
Z TYPEAI � 1 0 _ % RIVER
MOUNTABLE CURB 1-HR FIRE I RATED EAVES 1 GARAGE i ° I BUILDING FOOTPRINT: 1,112 SF
\\ a f TERRACE
W G4 PRIVATE STREET - SIDEWALK ONE SIDE 3.00' I I 5.00' I I I��,IsM •M o
W PER C_O-A_12 PUE,TYP, I COVERED PORCH: 13 SF
0) N.T.S. ; I 110.51'; (3) PARKING SPACES 41_� , NORTHWEST
_ — l L' ' L 1—vi i.� — 1 i I/7If ; 260 ' CANTILEVER LIVING SPACE: 0 SF
O �° ] f ao 35.4' — 041_____21._.-
� �--26 .8 b^, '� DECK AREA: 0 SF
5.0' . 261.7 °. °
CO
o ��Ul • I ;
0. J S5 E� SS "+O STORM LATERAL o TOTAL COVERAGE: 1,125 SF LOT 1
® 38.5 %
E 26.0'20'0 SANITARY LATERAL I a ° . • 3 o PLOT PLAN
G4
— a; SW CALABSH TERRIACE II . a IMPERVIOUS AREA: 1,305 SF
7 — — —1
---%
A 4..)- -? CITY O: TIGARD
I v !?� I 1—
Approved by Planning
Date: it/ I Z / IS
0) Initials: . "0
--7---0--
RIVER TERRACE NORTHWEST (503) 221 -1920
Q PROJECT NO.: 395-037
O
2S1 W6
TYPE: CONSTRUCTION
SCALE REVIEWED BY: PRE
� LOT 1 (R-4.5, SMALL) 10 0
M RIVER TERRACE NORTHWEST
1 INCH=20 FEET
Z
13510 SW CALABASH TERRACE
�I1' s a „5T y ROSEBURG FRAMING SYSTEM"
SOLID BLOCK ALL
quality engineered wood products for fodav's builder
�� PACIFIC LUMBER COPYRIGHT
__ E These plans and the designs are copyrighted under Federal Law b Pacific Lumber Company 201 1. R (� G �1
I Aul earn.rorosr.am•e noN�� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber "-'v'D FOAM ��� R'V'D R I IYI
_/ ROSFaURO FORM PRODUCTS RCC.EBtlPG FOR6TYCOWICTS
`� - / Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
product Supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or
'.. ...lo _,,,...(0,..
J/ OFFSET NAILS
copying of these plans,infringes rights under the Copyright ACL Infringes face liabilities that include
I• ,• `� 1FLANGE 4-LER BLOCK F"�ere penalties of up CO$20,000 per work Infringed,and$100,000 per work infringed willfully. a�-�< RFPI J of sT
1` iM RasLaaRc rdcEarvsodocrs
DBI-JOIST CONSTRUCTION
EPOST LOAD TRANSFER DETAIL
CONTRACTOR NOTES. SNO
KTs 1)VERIFY ALL FRAMING CONDITIONS THIFLOOR SYSTEM WA5NTs. IwER ��� 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
NOV1 2 20154)(UNLESS NOTED OTHEU E CAUTION WHEN CUTR NG) OF L/450
TGA FOR PLUMBING BOOR/-O/W/N6:
CITY OF�TIGARD SHEARWALOpO
AD
sf DEADLOAAD
I I 5)PROVIDE PROPER SUPPORT AT ALL 4
BUILDING DIVISION 305 p LIVVE LOAD
1 2125f DEAD LOAD
ROOPL0A17/N6,
25psf LIVE LOAD
1/psf DEAD LOAD
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Mrk• Materiel Width Depth Grade 4ty Gut Lth Tot Lth
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HERE R1I 41 •
R1 / HEREr.:v:_a ME s=r:a< r„
I ® JB2 I 452 I J i By David R Burnett Date 10/6/14
°/ f II \ jj �O MILBRANDT ARCHITECTS
hry
WALL b BLOCKING --- /I— WALL 4 BLOCKING IMPORTANT!
ONLY FOR(A)PLAN. ALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION
OR(A)PLAN. =0R(A)PLAN GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
mil
pad" .
& TRUS-S ,, COMPANY
LE6END:
/'� ;WHERE PLATE NAILING AT SHEARWALL
( H }—-HANGER CALLOUT (ABOVE EXCEEDS ONE ROW.PROVIDE ADD'L PLAN DES: 4AB 11/2012
®/ 'BLOCKING OR WIDER RIM MATERIA_AS
-SUPPORTING POST REO'D ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN)
LOAD PLAN NUMBER: 4A5 11/201 2
R -R�BOARD ABOVE ❑ CONFORMS-0 155 A0N CONCEPT PLAN DATED: 10/12/12
LB -LVL BLOCKING E CONFORMS TO LESION CONCEPT WTTi DESIGN FIRM: MILBRANDT PL 1 2-2 1 1
REsISIONS AS SHOWN -OUR LO A77CW5- '
JB -JOIST BLOCKING ❑ RON•C01JF02MING-REVISE ANO RESUBMIT EH'PDE5/6NER:
J -JOIST CALLOUT ,Is..-,,c.:War:•4s bit TaltRL•RA eq.:,;,,-:cwxz
(CTI,10 3_Sla te'TE>'1 rA'_`le 33T RT q-ILa.e A/LESOFFICE a CONTRACTOR YARD KAMI BELJNOOD
B -BEAM(FLUSH w/JOIST) FfFI:ATCli EPEE.Ef AES a•5:-1.:-FCE CCE,T_ELLOCE.1,:AE 55505wJEAN ROAD
HDR -HEADER(BEAM BELOW JOIST) SP,„..„L RSZA„-, Fes"I EE.}I".1 c=.inP eI t d:rs:ry5. LAKE OSrvEGO53-566OREGON 91035 ^
MAIN FLOOR JOIST LAYOUT 5D3,a5a-9563 DATE 10/26/12
DEW-BEAM BY OTHERS "
SCALE: 1/4'- 1'-0' s = erm c' srr,wur' a is
CT ENGINEERING INC :
SHEET: 1 of 1
I
ROSEBURG FRAMING SYSTEM"
quality engineered wood products for today's builder-
�I,II ��� PERT MLLE..
R PACIFlC IB !
YRIGHT _signsral Law by PaUflc Lumber Gompan 201 1.SOU.44 BLOCKS
-usember RIGI�LAM LVL � RIM4F0TGlS/ copthe plans.Use of these plans by any other
II!` product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or •
\ // PROM OPPOSITE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include /'�
I�V� ee-rmeb4 TOP elen BLOCK_ ,uce BY a penalties of up to 620,000 per work infringed,and$100,000 per worE Infringed willfully. R F PI JLJ IST
+` IROSEBURG FOALS?ERODE=
4
DBL I-JOIST CONSTRUCTION
1 I: P097 LOAD TRANSFER DETAIL CONTRACTOR RAMING 2E516N NOTES>
1)VERIFY ALL G THIS FLOOR SYSTEM WAS
N.r.s. N 2)ALL FOOTINGS PER DDESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/48O
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LOAD/Nb.
I I— 5)PROVIDE PROPER SUPPORT AT ALL 4opsf DEADLIVE OADD
LOAD
SHEAR W ALLS
SLEEPIN6AREAG
3Opsf LIVE LOAD
1 2psf DEAD LOAD
ROOFLOAP/NG.
25psf LIVE LOAD
1 7psf DEAD LOAD
RECEIVED
Nov 122015
R, R, CITY OFTIGARD
BUILDING DIVISION
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1Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth
J1 )............_ .. .. .._ - - 1 J1 --- ..._ - R1 OSB Rim 1 9 1/2 6 16 96
II J1 RFPI-20 1 3/4 9 1/2 13 22 236
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ti PATIO J52 II '11 - -- J 2 PATIO J6 RF PI-20 1 3/4 9 1/2 2 2 4
iR1 Si W f Jl RFPI-20 1 3/4 9 1/2 1 12 12
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gg J4 WJ4 -, REVISIONS NOTED
3_---.-----------------------J4---
_3::t— --START # J 1 ____ g,_7__.___�__ NON-CONFORMING-REVISE&RESUBMIT
: START '-is,�P^�armG-LIS KEN°F;P3 r �,u C.-.141,-,P.53517.1
I •V" „'�.u4 .',1:!11:1.• "i!-Y h 1:1 _.2 Ilk.
I JI FRAMING 153,.)sv.r.xea-,:F1,53 11, car r4v:r,.i
FRAMING .It I at.n;a; ,r- n.• :,Fran, L l.141,'nzve
HERE \ R11 J1 J t 1 HERE e r:,: oar d R suroett Date 10/6/14
II ® J:"2 JB2 I
o� nimmumw 1 1 — \ it ,O MILBRANOT ARCHITECTS
// h
WALL 4 BLOCKING / WALL 4 BLOCKING L.M_PO_1QTPN7
ONLY FOR(A)PLAN ALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION
OR(A)PLAN AOR(A)PLAN GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PacifI '\-'. umber
%.
& TRUSS ; COMPANY
LE6END:
/'� WHERE PLATE NAILING AT SHEARWALL
( H 7—-HANGER CALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES. 4AB 11/2012
\® -SUPPORTING POST BLOCKING OR WIDER RIM MATERIAL AS
RED'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN)
ED -POST LOAD
PLAN NUMBER: 4AB 11/2012
R -RIMBOARD ABOVE CDN=OP.M51O IOS GN CONCEPT PLAN DATED: 10/12/12
LB -LVL BLOCKING El CONFORMS TO COSIGN CONCEPT WIT.-1DESIGN FIRM: MILBRANDT PL 1 2-2 1 1
./B -JOIST BLOCKING REVISIONS AS SHO41i -OUR LOCATIONS-
0 NON-CONFORMING-REVISE AND PESUBMIE011PDES16NER:
J -JOIST CALLOUT nas:::a :,:r.:x:-:5,1 EEEA ft:13111 SCF 6311a;:....t1+5:E
Cil,1eF1-116.5API=5,.XIS mire IF',F'M'. SALES OFFICE A CONTRACTOR TARO KAMI BELWOOD
B -BEAM(FLUSH W/JOIST) ,s,,,,.,cr 3:Es ra:=1.3.en caF_cwrce n'u'rs 55305n.E5.1.1 ROAD
Xt:n4C)..145;M,)-5.1.1.1:5._;F.1151511:G11:`." LAKE OSWEGO,OREGON 51035
HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT NII'Crit 55,1043, 1=3• 65E.1 xEai`Kt 511E591:51• (503)5515-5663
1350-BEAM BY OTHERS EatSCALE: t/4'- i'-O' r.>0.e,EatenSe.;dt 1E.,MI
DATE 10/26/12
�
CT ENGINEERING INC
SHEET: 1 of 1