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Plans xis - i," - 06 9...7,„,, 7 - 13? _ 54 r ti -r LEGEND: �� I' SW ROY ROGERS ROAD = — SANITARY SEWER Pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. _ Community s, STORM DRAIN 2" CAL. KATSURA TREE/ Desi n CERCIDIPHYLLUM y' \� _,..fr,z__/ ___________ �� — WATER LINE \ - ]_ 12564 SW Main Street JAPONICA, TYP. \, 7.50 {y MANHOLE Tigard,OR 97223 .—/-.4.4____:,i 10.00' P U E -1'1" - [1]503-941-9484 \� _ '� i ,N .._ :---- _.'_ � ,i4 p DATE: 10/03/2016 _- +n-- LANDSCAPE TRACT CATCH BASIN _ -- r:_ ',1! __.�—;� �— �� STREET LIGHT REVISIONS — - = — — ��- " y � �— = — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION -- r I; I, _ _ — viv __ --r�--;.- - EROSION CONTROL - =, - - � v 286.6 7 03 b 285.9 _ -� _ ! — — STREET SECTION, SEE v\ '% — — — — 0 I — "' CONSTRUCTION DOCUMENTS I ._.N --28 ""--' '� --"---L----7- - � --'---"_ `-_."_ I ^ti . ,-sr asa ... .. _ .,.,.•.... ..:-. G d gra ,-€ 6- _ --- _ x11 15' -- 7 4" .z...-282 _��— _ y � -2.8o= 0 hoz-.h-a. .._... _- .---"_'_ ...._—_=- —— � --- SETBACK SUMMARY � 1 I N N � -Y.� I ;I_ is 1 I t 1 I I I I 0.00' J jl 1 I ,� FRONT SETBACK: 12' I, f I I i ii 0.00' 176 I 0 , 1 , i 11 I.1 1I ��j REAR SETBACK: 10' f 1 r i1-- ; I, � I I �'- f COVERED PATIO: 5' I _, 1068SF i1 (I /,�- 1 1 � / 1J, L. BUILDING: ' II j ( 's i 1P:0 `; =/ 181 SIDE SETBACK:* 0' ' 1 I ( �, 1 / I t t GARAGESETBACK: 20 i _ ' 5EX-K7B � 1 179 i �'�RA T G ii PORCH SETBACK: 8' a UFF=290.5 �, /€7 1 0I it i I �' 1,� 177 1 _.... ii____________ 1 I I !� 175 `°' GFF=281 5 '° � i� ` � ;___� ' 1 �' c �_ `--- * 73 174; I TRA F --- 1 �i /. FIRE CODE SIDE SETBACK: 3' o f 1,,, LH FRONT i ,, '� ' = - " �, �1 1 GARAGE l Il X11 _,, 1_— ' i I ro _�` j tIi s ' 11 i '� �; LOT COVERAGE: / I — � __! II— -- iiiiji_____ X6.00' �� o I I 20.91 — — — C C7/4.iili...e, LOT AREA: 1,068 SF —f- 15.97— - - - . _ �' RIVER _ — BUILDING FOOTPRINT 71 SFIn _ Q - RAC3 \ _ ERj 0111 27 o j COVERED PORCH: 40 SF9.5 ] , NORTHWEST o�...._._.o j 1` 280.50 _,,_ :. `^ \ O — \, — N CANTILEVER LIVING SPACE. 67 SF —,— ' .*:moi �„//\l�/ . .». �, r� H �^ /"' \ �, — _ i I - �� ` 7 COVERED PATIO: 0 SF 0.i ° WATER METER \ y as — L ,_ OD a �___ �r'� __.�_ a; } �+ DECK AREA: 72 SF LOT 176 Q \ l SANITARY LATERAL t� 4�s / 32.00 — TOTAL COVERAGE: 750 SF PLOT PLAN / "' _. __ _ 1 — L_ L 5 s — _ _ s r- - _ ERGINE RACE ss� 70.2 % SW AUB _ _ \,. -- - — a ~ , ----- 5 IMPERVIOUS AREA: 861 SF o __ — gm _L _ _1 -�-- m . a �_.. O _ -i �...� __--._...�.. ..._. -- 7 o 1 - - — 77 M1 i 0 1 4 — !— — � _ G► F T1GARp— - - - - - - - - — — = _- - _— i pprevedy Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: ‘I_ y_ ly, PROJECT NO.: 395-037 C:, 2S1W6 M initials: TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 176 (R-12, ROW HOME) 0 10 0 RIVER TERRACE NORTHWEST 13274 SW AUBERGINE TERRACE 1INCH=20 FEET Z 1,157- -e,/6 - c o 9/ r LEGEND: de." SANITARY SEWER Pacific SW ROY ROGERS ROAD FUTURE CURB AND GUTTER, TYP. Community PLANT STREET TREES: �o STORM DRAIN Design 2" CAL. KATSURA TREE/ ,\ �_ _ ;fir WATER LINE CERCIDIPHYLLUM � _ = - ? _ { MANHOLE y - 12564 SW Main Street v i �A Tigard,OR 97223 JAPONICA, TYP. \\ ' 7.50 _ m 5O3-941-9484 ,! __ '` - - --\\ f;/ +__ 10.00' PUE -- =Q C /� - , - - S.-- - - A ,:- - t� LATCH BASIN = DATE: 10/03/2016 r � " te / �� -- LANDSCAPE TRACT.' _--~--- �;/ y\. - � P ��- ',\\ _%_ �i STREET LIGHT '-'s REVISIONS , '-", �:c =am - a �. .- / _ �'`` f// � PERIMETER NO. DATE DESCRIPTION y _ _ STRAW WATTLE 11 ''`'.7-,------ I' —�-- xt _ � � EROSION CONTROL :--:--t-i---- ---,_---7i____— , 7.03 ', �, ��_:� -- _ �._- _ -r--"�- — '�' '.yT ,'v 286.6,. o. A\ o / /_--------_ 285.9 0 STREET SECTION, SEE I ° vr. , , ,,v °/'� �� �' — �� CONSTRUCTION DOCUMENTS r7 ry 286 "` �7y -IF--11.15' IN ry r�r _ I 1 F-1-----_-_..� ;- ,� SETBACK SUMMARY –– – ' 44 iI 1 ' i I I 1 i --' FRONT SETBACK: 12' Ili 11 (' 0.00 ' II 147 I� I 1 S 1 ,/ REAR SETBACK: 10' i l I I i 4 0.00' 176 ! i 1 'I , COVERED PATIO: 5' -- I r, 1 9 1 1 68 SF I ( I 1 � r �' 1 1 IlLifi I f SIDE SETBACK:* 0' rr 1 1--11 �— _.l ` BUILDING: 1 �1 a ,j 14'141180 1 0 y 1 I I ,1 1 11, t 1 1 GARAGE SETBACK: 20'SPLEX-K7B ; 1 179 RA T GI1 { 1( I r I �• UFF=290.5 �� 177 I 1;178 �I I ___ PORCH SETBACK: 8' I I 1 1' 175 `D' GFF=281.5 j'° , ' - ._i ', * FI - 1! RE CODE SIDE SETBACK. 3' TRA T F I._ I i fl 73 174 .I I I I 1 ;I [ € II 1 ' I O ' - 1 j 1 ', FRONT �� 1 �� ;/ '! t' !I ' ;' ---- i '--._.. N I J I. 1 1 �, �" o"' l GARAGE j — 1 % fr !7=- I—=_-i - 11 I o J - �I if —. l i_ llf' - LOT COVERAGE: t I / L_ _ —� IpL 20.91' 1 ! 6.00' 4, O I -� — — -` I I 1, PUE �/ LOT AREA: 1,068 SF _ _ L --r— 15.97'— — - - - - - �l - - _ — RIVER — �P _ _ "' BUILDING FOOTPRINT 571 SF - - - — — TERRACE N11 17 Ill .:- __--- -- _ ` 1 27915 l �r 1 COVERED PORCH. 40SF NORTHWEST r r o---..-� 280.5 �, _._. -.. _ --- v1 _ SPACE IP, 11111 \ °; v , .. i � � t ,f'' CANTILEVER LIVING 67 SF to � • N -... N t I to F I - -...L---.._- =/', "----.-.1 8 2 vi �^ �/ , ___1..-- _- ----Ci'm --7-- -7 M _`7 COVERED PATIO: 0 SF i W � � - WATER METER Cls --,� GS --.._. ----_,. G \ o ��_..__. _ _ -__.. _ DECK AREA: 72 SF •°° as g,— OS ------ -__ -o I LOT 176 o \ , SANITARY LATERAL ve TOTAL COVERAGE: 750 SF j -� 32.00' PLOT PLAN _:117- ss tfi \ ____s5 SW AUBERGINE TERRACE X s1 70.2 % - - - - �\ IMPERVIOUS AREA: 861 SF n it7 h tp AN!1 15 11 _ — _ '� _ _ - - - __ - - _ - — — _� � CITY OFTIGARD .3 Approved by Planning3 RIVER TERRACE NORTHWEST (503) 221 -1920 .late; t'<-Planning C PROJECT NO.: 395-037 °\ 2S 1 W6 TYPE: CONSTRUCTION oInitials: OK-- SCALE REVIEWED BY: PRE LOT 176 (R-12, ROW HOME) 0 ,0 0 RIVER TERRACE NORTHWEST 0. 1 INCH=20 FEET Z 13274 SW AUBERGINE TERRACE ( PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS GONG.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN / GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) - Ma 4)USE CAUTION WHEN CUTTING _- - lid FOR PLUMBING 111�u:aiiGN?II -i °1.-iE� ij II— _ p jj �,�;;e lj 11-7, 61,L ==1—- 5)PROVIDE PROPER SUPPORT AT ALL 1 , SHEARWALLS II Ii p p Ir .- i 1 I. lt 1 ll ' TN N IBUOUtTHIS Ss tto be used m cor ncT PLAN�onLwith y J 1 11 I ,li � ,� 1 4 Il Architectural/structural plans.verify all , - I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BERING Purchaser responsible for approving[1115 PONY WALL PONY WALL PONY WALL PONY WALL p � ayout prior to an construction. OI Y GALL y DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION***� DFL/460 EFLECTION FLOOR LOAD/N6: 40psf LIVE LOAD 1 2psf DEAD LOAD • 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 0 16"O.G.—I 9-1/2 RFPI--20 0 16.0.C. 9-1/2 RFPI-20 0 15O0. T START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE START FRAMING HERE SLEEP/N6 AREAS: \ 30p5f LIVE LOAD RII 1 2psf DEAD LOAD T7-7----',T RIBl I— -.7� • I 7- �r--0 r _. 1RI ,90M913---Th- ROOF rw--�Il 17 -T t�-1r- eq 1 ,I1 I,, . T.T ,t—�,.. a1, I- t -�—__ I.._- �:�i +J—;- — ROOFLOADIN6: 11, II 1 II 25p5f LIVE LOAD R, 'a 3 .I jli j • II 'i ! j i j, • i I I. R 1"1psf DEAD LOAD i'' 11 H 11 1 I it Ili I it ILr I 1il 11 i � :.I R, �? J '4' .,6 J9 .i>� I I', r II '� I� 11 I II j 11 ;± 'I 1 IIil I ! II I II 6 I II jII 4 4 4 aB 4 4 0g, `j' R, �I 441141.4144 i .�11 1 n ap II 11 l .li �1 1 n Ip �: ab IIS '' I 'I 1 11 i 11 : ' R1 ( .e.a II 0 4 11 11111111U 1 II 11 ,114.1 0; R, R= __I No 1 1 :..-:II .___ �I -�-' -(4 J1 u, �J4 �r -.{r s- .n ill i 11 11 i �, .fh Jit J, Jh , Jh iT=_ 11 k R+ '1--- 11 '� 111 11 11 11 11 1 11 1 �I 1 11 I Nd'R iR ��. Q 0 .2 i it it '1 i II ,il 11 II 11 lIl II i II it II S z I.01 % I�� 11 Il1i ' ill -L_. = I _ -�:!_ it I ! I ®/ tn; ---- : "f1 1 I k;i II Ri R, II r R� t m® :17 " w:- II �b i -s Ri I 11 I I� 1 I 1 1: �i R' 1 11 ; 111 SLI , 11 11 I; I I 'P UN REM-BLOOKRG PANELS WRN BEARING MALL ABOVE jIO2 11 I 1 1 NTS. 1 . ll 111 1 1 II II II 1 1 11 11 R2 II 1 ; , I ' � IH ' • Y ) 0,10 51.034 ALL I 0376 1440,14604£ I�B I — ;all-V 61161-04.5 111 .44,„*. I :I B4�,or ° B. 11 1111 111 A�E� �I1 I • g x as .rpaBi' II• I� j i l," I , l I I �P 11 ili5§ b B J .s aa 'I iBa ,i 7 3h s1T 6 -ib s Jg . a 11 I {i , IP !h' j ! .I a 1 'I -" F .7 07 1 1 dYf1 L e _ 2, 411 i • .. AI: Ie u IIIH ly ^ 1 D =R4 I1 - -»_ j. POST LOAD TRANSFER DETAIL II ir IlL 11 4^ _ i T t_• II �UB04_� _ � LEia . '1 ',1"- B10 11 _ __ _ i1 III Atf 11 II 4 111 -= —Q: ), as L _ 3 rrill 2 V IMPORTANT/ I ••••"POLLOWINGMATIRILLUST COVERS EITHER CONDITION••••• j REFERENCE INSTALLATION PL 16-255(MAIN) 0.010+45-144s GUIDE FOR ALL FRAMING POLYBONNpth 61.5e:NB-ana-, Oty Gut re, DETAILS AND I-JOIST INFORMATION ' R1• M�fwl� NMI A pos1/2 E 51 LNth MTotT°0 BE OSB BW BEAM =L®cRCeal=4F-Va 1/3 ?=aO0 2 14 ARB Gut:tV=aF-249,4 1 Po-=a00 ° k0.__ —� MAIN FLOOR JOIST LAYOUT Pacifi I., umber (H_-HANGER GALLOUT Bs Bib BEAM 'si �/ B' BB SCALE=1/4 1'-0" ® B1 E.B1Enw 3 1E 30B -SUPPORTING POST z+E ® BO BIb BEAM VL 3 9/? BE 12 B ?b _ & TRUSS COMPANY -POST LOAD ABOVE e, 356 BEAM 1/2 _ R -RIMBOARP .J, B191,20 LVL 5/4 ; �.BE „B a Bea ROSEBURG FRAMING SYSTEM`" LB -LVL BLOCKING j RPv�= si< i= +s+ 's 'Be 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 R.n=8 B.. ;,_ B° 14 Bao quality engineered wood produclsforfodaysbuilder- PLAN: AMERICAN MODERN 5-FLEX E-7(13)K-7(B) J5 -JOIST BLOCKING R;R,g ;;, 20 PACIFlCWMBERCOPYRIGHT ZGI6 RIGIDLAM-LVL RIGIDRIM- CUSTOMER: POLYGON s 129141-20 Bia ,j° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201b. J -JOIST GALLOUT J7 R144420 0/4 ,s The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber PLAN DATED: b/22/1 6 3/4 40Company,which retains copyrights to,and ownership of the plans.Use of theseplans byanyother ROSEBURG WREST RRODVCis aoSOBIIRG lOY9lfvaoai/l:IS $ -BEAM(FLUSH w/JOIST) .1; RIB-=o „= B 1= co p p product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Aruft°rW copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM L-NENDE'RSON DATE: 6/24/1 6 H1 TH011450 580-BEAM BY OTHERS is -11-119.5penalties of up to s20,0oo per work infringed,and$100,000 per work infringed willfully. R FPI JOIST NB Nua+o . 1prO4O10p°ao� PL 1 6-2S S (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE ) START FRAMING HERE , ; START FRAMING HERE START FRAMING HERE START FRAMING HERE ' O 0 0 0 J6M301 �BM6� IBM' �I 11:--ii fj.fl M N 4 N 1ERM11 _ JRM11 a M=� I� ��1 c RM1l RM1 v I v I - �,„. I o _. I �_. — - — - (11 , 0 1 4--a - _ - ul—1 :Ii u,°� '' -`---1!.. - !..coo o2L-o--a--I '._ - \ -,•--ik = - K1 _ --4-- 4141 v 1,1r3- IL 18-0� I °I ill r s_ i.. : Il m 1 'I CJI 12 7-1 II� '�'� cp 4 <' :... 12-10-15 11 m _� o c� 0 0 0` o Q 4 ."-3 1 12-10-15 m c ° c t tl u u u41y-, II o m m C q 1 - m 1 -w 1 n nr E n a I� I c 6 c n % a u �n n n o i� l 3 -0 r t .1 H I 'a In [ ill I/ � J1, I71 _,b I < 1 1 01 4' , IY I ty I DI 41 1 • II I4 I C� - Or II I n Ip' ,��}} t�j "-RMI PIM—'r 0 ( m L� LJ " Ilt! L� I _ y � ri. XI _, © 1 ® II— ;-! *.. p j ° � brl �i> " 1 0 I M4t11_,; SII i� n �i -i :� h �� l: Imo` F� —,1 r t -� m, �ix it -. I 11011 b_1BM2�-- W 4 t1I Ik �BM2�� �BM2� - ,_� '-- u u I 0 '' , d � M71 CD4 4 t s' a -�r rm 11 A • A I ' 1 [Y� x x II¢��-/. - s A rc $ z Ii� u gam' 4 3 ! tp w �RM1 I q,RM1 1-03400 IBM241 , __?..411a Ma _, __5 BM24-w 1-0300 1003 00 ,BM24[r T tM1 RM1 d;RM1� TRM1� — — fit._ -,--- > y � 1RM1� � e , , F F U 0 oW CC cc rc 0 5 w g Q U ta 0 a cc N O O. Cr d d' � o QCO 0 CO 0 3 Q0 Q0 = x° oo Co n N x co Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RMI 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 AMERICAN MODERN 5-FLEX E-7(B)&K-7(B) LOTS 175-179 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4X20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING Pacii �,�� umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-285 UPPER BK1=BLOCKING 10 LL RM1=RIM BOARD 5DL & TRUSS • COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 5 8M30 11-00-00 1-314 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR • BK1 10-00-00 1-3/4 X 20 LVL 1 3 6/24/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 _ RMI 7-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-00-00 1-314 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I:--- T�: BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY ���— =`).—`t BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 1 __ RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 66 SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 _. 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RMI 1-00-00 1-3/4 X 20 LVL 1 8 Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. I20'-101/4' I 12-1" Sr ,11'-0' L3 MN Irl I 1 ';.- 0 BIIMPIIMINI 1 •L 1 , 1. 1, Irt• ( •,1'. I __Itral ____ Mal=:. ,.7 IAINIIWIMIIMIMIMIM +T J 1 J MOM,' - AIN 1.6 MIE - Fa � itliwn11111019 — 'l vIIwc �WA 11; I iii I� 1 lli _ ILII ®.1 9•A3/4' int l - ..1 II II 1 � I'�11r6:_(4) igi E •U,® III_uI- us us IIII �1MM4mrsammiISI �I c,n IIIME : . 1 `-- - - GJ II, o �� ) — lom w. M cp. 11.11111 Ce_t_ Illi : 1. ,, ���. (4) L4 rili "Mill - 11r11.11- — riA B4 ill= �rw I ._ �_ II a (5) ''• : (4) ut I� ! N III c ull GJ1 Iiiimmilm II_ I — I� MB K rommom_ I —_I_ �---=lel _ _ i1 _ r Illpri A B1_ 4 i , 11 \ 4 Ai ...,i., n _. _ Iv �.,�1 1 1 ii,Imp (5) + 4 la J4 1 1 II n -41 piI Nligillirli I AB iIIiiri, 14 L I A2/'I iIIIr T-0112. I 1a I I T-8' I- S-®' 20'-0 3/4' ©Copyright CompuTrus Inc.2006 BUILDER ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW PLACEMENT ONLY.REFER TO 06/27/16 TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL AMERICAN MODERN STEP 5 PLEX DRAWINGS FOR ALL FURTHERcoi INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN. DRAWN By. REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS / TO TRUSS CONNECTIONS.BUILDING CHECKED BY: DESIGNER/ENGINEER OF RECORD TO DELIVERY LOCATION: REVIEW AND APPROVE OF ALL & T R U J C 4 M PA N Y ISCALE. REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LOTS 175-179 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.