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Plans /7:57_,„.20/ 7 57 / 2 ---00/Q 6 t 363'5 v 56. , 44(-11:-/ 4 c.1�✓' SW ROY ROGERS ROAD ,.,�, ;;; , fic a LEGEND: PLANT STREET TREES: ss SANITARY SEWER Community 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. SC1 STORM DRAIN SIDEWALK Design CERCIDIPHYLLUM �r WATER LINE JAPONICA, TYP. q 12564 SW MainStreet – --- MANHOLE Tigard,OR 97223 –'.....- :.::—' ...... ---"\\ _. [T]503-941-9484 — { \\ 7.50' / i.. CATCH BASIN T 10.00' \� j � - y t PUC .,A / DATE: 10/06/2016 --LANDSCAPE TRACT G - - - I +A 'r` - STRAW WATTLE PERIMETER NO. DAREVISIONS DESCRIPTION 1 L '1 8.27' 12.50 T,�/ � / \ i y hEROSION CONTROL L 1 i 311.1 / \310.a — — ,; —.� — 1 —— STREET SECTION, SEE 0 �, Imo. ... �, � 15.3'- — O _ - .� o- CONSTRUCTION DOCUMENTS �. 1 pc 1 _ 1 _ _ - --r — ,oo o a u - - ! -`- - - -� II / I -r - SETBACK SUMMARY �� I �I 1 I ri 1 FRONT SETBACK: 12' ] BUILDING: / / . I i II E' REAR SETBACK: 10' j =5PLEX-K6D 11 / I 1 . COVERED PATIO: 5' UFF=320.6 1 / SIDE SETBACK:* 0' / o ; GFF=311.6 GARAGE SETBACK: 20' , 1 I. 1 I I (1[ [ t PORCH SETBACK: 8' TRACT A I 1 152 153 / 154 3 15" I 156 1'RACT B 157 / i 15 0. 1066SF/ _� i I I 11 I i I >- =0.00' —' 0.00' ,_, , 1 1 * FIRE CODE SIDE SETBACK: 3' 1 FRONT j j-,I / Es j GARAGE I. III I / 111 I I I' [ l' - - $ - - - I-�-6.00'---�I - jII I L _� '-_-- I' = PUE r I I t LOT COVERAGE: r I I — I — I —/ 11 I I — ! 20.00' / ' - I _ j— I LOT AREA: 1,066 SF J L. y. �����_� ��.�:w®tWe���s ®� s���IP�������� PGE L -� -- BUILDING FOOTPRINT: 570 SF �, /. I — — — TERRACE 0) U y:7 COVERED PORCH: 17 SF ,,, ,s, /311 2� lir 3100 - ;l ]'ei �� �— NORTHWEST 1� CANTILEVER LIVING SPACE: 10 SF o � I � � SIDEWALK t' ' ! / "' ! Y---'� ' COVERED PATIO: 0 SF WATER METER I� — "� ® as 0 Q5 l OClz �5 0— c DECK AREA: 72 SF SW AUBERGINE TERRACE O 32.00' , LOT 153 NI Ii 1 I / TOTAL COVERAGE: 669 SF yo SS -.. SS PLOT PLAN 7 �' em ,�� SANITARY LATERAL h, Mo �, /\ ' 62.8 % 0 i0_ '� _ IMPERVIOUS AREA: 881 SF H o o / \ _ _ r = o / f t �I ,,--Tri ______---'\•'-',—__.:-_-_,--' I — 7 ' /CYOFTIGARD 3 Approved b PI nning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 4 / 3 oPROJECT NO.: 395-037 TYPE: CONSTRUCTION 2 1 W6 / REVIEWED BY: PRE (17 LOT 153 (R-12, ROW HOME) Initials: 0 SCALE 0 RIVER TERRACE NORTHWEST Q1 INCH=20 FEET Z 13090 SW AUBERGINE TERRACE .1ST, o/7 - Ce)/oe SW ROY ROGERS ROAD LEGEND: PLANT STREET TREES: SS SANITARY SEWER Pacific ��� E S, Community 2 CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. SIDEWALK E �� STORM DRAIN Design CERCIDIPHYLLUM ---Irl WATER LINE JAPONICA, TYP. 12564 SW Mair,Street — ,"7,-- - MANHOLE Tigard,OR 97223 : `-', ..:... SD _ _._._, ..._a Rl 503-941-9484 c _ p r 10.00' 7.50' CATCH BASIN �...�. '; .;.� / DATE: 10/06/2016 LANDSCAPE TRACT PUE , __ �, ire --. �� STREET LIGHT '-- 1111.11111MWEI ii. _ _ M' STRAW WATTLE PERIMETER NO. DATE REVISIONS DESCRIPTION CDCS)— ` — — 12.50 ‘1. ,' /i, % — � EROSION CONTROL 8.27', n 311.1 / 310.4 �'� ,' , 15.3'— _ — __L__— — ro.... ,, —,�L —— 0 STREET SECTION, SEE �� _ a__. N e _o — • - o— — 1 — _ CONSTRUCTION DOCUMENTS ' !„r I Li4—_Mi - -- — - II 1 I 7 1 / BUILDING: / SETBACK SUMMARY II I ii / i FRONT SETBACK: 12' , / i I / REAR SETBACK: 10' r ,5PLEX-K6D ,1 COVERED PATIO: 5' I' I UFF=320.6 ij iI ` t SIDE SETBACK:* 0' t $ GFF=311.6�' I I / I GARAGE SETBACK: 20' co ii E ( I I ' 153 1 i. PORCH SETBACK: 8' 152 `"! / 154 1 15 1 156 1 TRACT B 157 1 i 15E a TRACT A 0 ' :a / << �� ,�+ �, MIA. ,. 0, Zip I I 1,066 SF I 11 I FIRE CODE SIDE SETBACK: 3' L 0.00' FRONT i 0.00' ...I /14„ 1 /1 a... csi ( GARAGE 4I i'/ fC r I 1 T , t % III II 1.o I ( - =- - j -- —1-6.00' - II � II I ---m--- 1 it=-Tr/ -- PUE 1 I T LOT COVERAGE: M ! I — I / iI ' — I— 1I I1 — . ! ± / lbt— 20.00' T- / — — 1 — — _ LOT AREA. 1,066 SF � __ ._. RIVER Lu `: I ����►op.o�ip��.fadi,�ft�� �_�. o _ I Aos�l PGE L..- ' vC �� 15 3' , - BUILDING FOOTPRINT: 570 SF TERRACE 3 l Illaiill 311.2 ^ l 310 0 ( 1!vi COVERED PORCH: 17 SF 0, 1 , _ - ,\ ' _\/ p - 11-/-' NORTHWEST p . „ �,� •r / CANTILEVER LIVING SPACE: 10 SF • , A 1 - I -v4, y�_ SIDEWALK / WATER METER —._ , COVERED PATIO: 0 SF °i ' -07° OS t3 11S 32.00'as CIS DECK AREA: 72 SF LOT 153 N SW AUBERGINE TERRACE O : j` _ / TOTAL COVERAGE: 669 SF / ss L....... .. Sy I._ -.. ss ;. --sS_ PLOT PLAN o w • o 2 N /"', SANITARY LATERAL M I M 62.8 % c 1 J l JJI ! f/ ...../ IMPERVIOUS AREA: 881 SF o -- / '2 A l -7,7i ��- . , /- li A Y U ,<, /' Yr 1-I 11 II { 1 I I 1 CITY OF TIGARD P_ RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by PI nning3 0 PROJECT NO.: 395-037 281 W6 pate• /x REVIEWED BY.TYPE CONSTRUCTIONN 0 LOT 153 (R-12, ROW HOME) Initials: , �' 0 S,AOLE O RIVER TERRACE NORTHWEST g. 1 INCH=20 FEET Z 13090 SW AUBERGINE TERRACE � " =W� ^� PACIFIC WMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM" ".ten"� - ,a I� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. Q�I+IY@R9f(10 ,e wood products(W todOV'S builder- so�m B�ocK AI.� man ' I� �j� •osrs rROR ABOVE The plans may,not be re-used or copied,in whole or part,without written permission from Pacific Lumber i F --�..zw , ro ee.n�«s eu.on. Gom an,which retains co ri h[s Co,an4 ownership of Che plans.Use of these plans by any other RIGIDLAM LV! RlGIDRI M- m� ,«SMALL wu.s«BLNocRs p y Py 9 _ �• _ ___ , PER DETAIL,e.MATCH product supplier other than Pacific Lumber Company is strictly prohibited,Unauthorized use or DEAR/ND AREA of BLOCKS _10 '��' \ Ii BELOW rorosr ABOVE copying of these plans.Infringes rights under the Copyright Act,Infringes face liabilities that Include ROSFeuwe waasr PRooaCls NOSEDuPuG FOREST PRODUCTS / , `�I penalties of up to$20,000 per work infringed,and 5100,000 per work Infringed willfully. ............. ►.._ . :,,..,_ i ` ���`' P'' RFPI JOIST . 0 Mil.eMprel.erM6Abd CONTRACTOR NOTES: PE5/6NNOTES: ,,,,,,,,b"".Po �",, '""'"0 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR RPPi BLOCKING PANELS nITH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Kars. NTS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12p5f DEAD LOAD sf TH/5/5A PLACEMENT PLAN ONLY. SOpLIV LOA5:OD This layout is to be used in con junction with 12p5f DVA LOAD Architectural/Structural plans.Verify all -1/2 RFP)-20®1 6 O.G. q-1/2 RFP)-20®1 6-0.C. 9-1/2 RFP)-20®1 6'O.G. q-7/2 RFP)-20®1 6"O.G. 9-1/2 RFP)-20®1 6'O.G. shear wall blocking placement and connectors ROOFLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE Purchaser responsible for approving this 25psf DEALIVE LOAD \ / Cr r START FRAMING HERE ayout prior to any construction. 1 7psf DEAD LOAD R1 R, II n �tRs i p I il 11 1,-- 0 K es a !ii tl tl r.� f Cr, b/ Rt Cl i-J �! ii 'I i !I ! I �I �o,�i 1 II ii ii I a i� �I _ II," i i j i �i ® CONFORMS TO DESIGN CONCEPT , I tL II il r _ CONFORMS TO DESIGN CONCEPT WITH R,__.,.jl - .i ,.° . d9 45 J J$ 4 j 11 1 'i , j i II it ! !j ❑ � I I a 1: REVISIONS AS SHOWN —R' ❑ NON CONFORMING REVISE AND RESUBMIT n , J If i I ;�E,I ! II j r i I! j j '� ills r- - '' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 f 'j I! I lI WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i ) _!�—' N S H 3 :__i •_“9,, j II R FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ,11 I t ` H 3 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0> R, ,I HO f I. I j ,J, 1y ,m y ,J J a'� � JI1 n Ij - q - -- _ - - I OVER THIS SHOP DRAWING. uJ CO I li 1! if 1 ' j - # -I' J J. H• 1 if 1 R, - D 1 By: Arnold A. Solomon Date: I J I� j II ,j j j z i July 18, 2016 w i B. ;I j Ii j I I i II I� j li R' z CT ENGINEERING INC ma I � I ;I i I! _ k J� ' I j it G`rn N z I II } ' �} j I i �I I E'�D XQ CONFORMS TO DESIGN CONCEPT H 4 __i� II i 11 j' ., rn 3 T J. I Cr �j ! j Cr Cr II I R1 �I j r 0bCl Cl11 ;' Cl Rti R r® CONFORMS TO DESIGN CONCEPT WITH !! CrR, I II I jj ClCl] ,I -I 11i 1 �i 11 I II ij:,' ❑ REVISIONS NOTED it II II I j 1; j i li NON-CONFORMING-REVISE&RESUBMIT CO I, jj jl II j 1! j THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ij !I ! jI 'I j I I ,I" WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I 1 Ij l J6 .I {G J6 b 11 ':'—+_ �t - il PRIORITY OVER APPLICABLE CODES,ALL OF WHICH HAVE 1 II II I IIso PABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN JB1 ill II DRAWINGS,SPECIFICATIONS,AND APP .H t ..... ! I I ; I Y. I ✓7RB II s^- - - pR J jl THIS SHOP DRAWING. Ii‘ I _I! ByDavid R Burnett Date 7/20/16 45 ! I Ill I. j t c j I ! 1 I. j , ( 1, 3 i I 3 II ;, , I 1C MILBRANDT ARCHITECTS j j iI 3 III j • l j B9I i '' er jj i �E I i! iT_ = II ! Bn '111 I, Hp 1 9' i I I jl '1 m�ili Eti -8 "t' '��.t's'r! 1�>f a�a .Ib x s 1I pIIil I a I - .i _p �a j j it yy r1 1 1B� 6R j Hi! , I f I { , $n 4,'! I I,,,, ,, 4h 1 9 CO I I �� j I Ilj '',il 1 I • ; I I B,1 $� j a1j� 1 y��� >• - j j li 12 ;z z y j j • II , R2• J- II�i��. �j i11 1;1 11II I- , j l , J '�--fl' ,�• ; :I !I j I m R2 . ll 1 I I � aII a�^- - N 3 ___ ,. .. r .t 416 JLA : ( Ho 9 ''—. HaR3 Y.dX J l ! L I HDLs -I I , 4 -AR2 i II N l ! y• T R1 Rt 1 ., �R� � ._ Il.. 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VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE • ; START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 C IBM301 0 0 ----(BM6I IBMB� C) s L RM - 1 - -__pRM1 u c v e T BM6 �. ._ - -._,b I� -3- K1 j 11 -c z+- II - ---IBM301 k R� c- IIS § _ _.o` 1� a _ II- IRM11 RM1 N • RM1 I m m m m - o m ------ n - - _. -er-'- -4- .tl:_4 RM1 �- v-- - ll Q o 0 0 0 n QQ o o a o o o IIS n m m m rn '2, II QoQ o Zr r p�- � _ � 1, R _p_ _ IL IRM I \ 9 if. LL LL LL LL LL LL `r LL LL LL LL LL 11 L` 2 II il LL LL LL IOL DE O M. O O O O a `O O II V ^ if. W W N CO OD I O II M „,,E .,17- ,u ®.121-15., IIm mJJ I 12-•.3-1 II LL iIQ Q LL !L LL LL LL LL LL Iii O I LL IOL MITI LL 0 LLO., t0 Q ST I ie ni 3 �m ! 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O - 3 a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE = OS r O WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE In W `- 2 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Os N FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i✓ FRAWINGS,S ENDOC OF ,RESPONSIBILITYPFOR CONFORMANCEOF WITH H HAVE - OESIGN DRAWINGS ABS SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:July 18,2016 By David R Burnett Date 7/20/16 CT ENGINEERING INC MILBRANDT ARCHITECTS Products . _ i _ i• . PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 2D LVL 1 5 JOIST WITH RIM RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-6(A)&K-6(A) LOTS 152-156 1 ALL BEAMS AND CONNECTORS PER ENGINEER I BK1 12-00-00 1-3/4 X 20 LVL 1 3 Pacifi umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 FLOOR LOADING' Z BM30 11-00-00 1-3/4 X 20 LVL 2 4 PL16-322 UPPER BK1=BLOCKING 40 LL RM1=RIM BOARD 150E & TR U S S COMPANY BK1 10-00-00 1-314X20 LVL 1 3 RM1 10-00-00 1-3/4 X 20 LVL 1 7 7/15/2016 REFER TO STRUCTURAL PLAN FOR `: BM6 10-00.00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER RM1 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. 8M21 5-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 1-3/4 X 20 LVL 2 20 8M2 4-00-00 1-3/4 X 20 LVL 1 5 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I I�•��-�. �.I RM1 4-00-00 1-3/4 X 20 LVL 1 3 ACCESSORIES QTY I C�� �I�` `I� `�I� BM24 4-00-00 1-3/4 X 20 LVL 2 6 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I �_ `"-=1 RM1 3-00-00 1-3/4 X 20 LVL 1 4 HIT420 RMI 2-00-00 1-3/4 X 20 LVL 1 20 AO SHEET 2 OF 2 1111111"86 RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 70' DO NOT: © HUC416 10 - SCALE: 1/4"=1' 0”on 24"x36"SHEET noosen, remove,cut or notch y part of the open web joist. o oRill ›- osClaIT V ` cmin CL. a 0o U 84'-? t 3171rr0. t 151-51/r 9411 - s'-a• 91 .8 " r ass 1/2` 1T-7 1/21r-31 ' 11%2 t/2' Z'°' ;� NOP - 11.-21@' © tin tin 0 IL.11111111 - IP5 1/r 151C—riamolimriiim'1= -- as Tirp..,..;jr"" ''i imken,,,SlilNILLNIAIh..14t..imiwia .1 umwm.a. -_ __ _9. ;6 11111111 C ylglii : I 4. it /W&ag co05 pr IMIN - pcnzU I , RM � p ' F : --_--_ — Wp HpJW ORQ JFZ 2001_-JOQ V 12 a! P � rJJ•.4 , ` . 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VAIN.. rAPAIllin • x aw,u 12:12 I /.•_:-,.� rp .n. gri t ;, r,,_rv� .ro•-•- .. �w` -+! 12:12 i Al ) I J ' cca 1 1T-11 -I EON DRAG EON CMG 2IX4N ORM I 1,-11 lir to r wp E 7-1 101-0' I'-0'I� 9-8* 14'-0. 14'-0' I �� f t41 4'-0• I 9'-8' _''-'-01- 10'-0• _I T-1• LO > (2 L 1 N CONFORMS TO DESIGN CONCEPT �- Q a ® maw X❑ CONFORMS TO DESIGN CONCEPT 0 o 3 c n CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED W W El NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT o. j co Q THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE X X Z Lo F. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE W O r as FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOP.OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Z O. E_ N H DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0a U a1 OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. (' I- LO O r y By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 J H >- iU) a CT ENGINEERING INC MILBRANDT ARCHITECTS oCL 0W aZ o0 a