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Plans (52) / -1_17-7:=2 7 —6e702 i 30R, Set)/rteherPlic PLANT STREET TREES: SW ROY ROGERS ROAD ., LEGEND: ! ....... ..../ 2" CAL. KATSURA TREE/ ss SANITARY SEWER Pacific i —SD- STORM DRAIN CERCIDIPHYLLUM FUTURE CURB AND GUTTER, TYP. Community Desii_m JAPONICA, TYP. SIDEWALK iv - WATER LINE 4 — - 12564SW Main Street -- --- ---- ® •0 MANHOLE . Tigard,OR 97223 9.42' ._ -_- — 10.00' L ‘ 7.50' 7' ----*\ \ / z‘s _2. / [1]503-941-9484 T:LANDSCAPE TRACT -\\-- SD — LANDSCAPE TRACT / M CATCH BASIN L!..-! _ r , PUE DATE 12/07/2016 1 \r( 4 /-"a. STREET LIGHT REVISIONS /- ----, STRAW WATTLE PERIMETER NO. DATE DESCRIPTION CCDC:Cf) g/ ,1 /8.27'\ ,. ' / \ v 311.1 \\\\ i ix \ x , / I , \ T/.: 23.1'- --Tdrm'r477:-- :7-7/ _. '-'-g'r--- c'.1A01.'7-1F-_- l' `Z_ -- / 1,27- _ 0 EROSION CONTROL STREET SECTION, SEE CONSTRUCTION DOCUMENTS 1 3 . 7, ! -- ,!!- ----- 1 1 _„,.,-Tr — —_ _v__,..-. SETBACK SUMMARY c_______ . ___/4L c_ _ _1 BUI DING: 5.. t II 11 I, 5 I i i FRONT SETBACK: d 12' 1 __ _ -7 _ i,t------f _ )..— ---,7 ._, I / 5PLEX-E6D - - / 1 d i/ , 1.: ' 1 '1 REAR SETBACK: 10' UFF=320.6 ! li I COVERED PATIO: 5' —7. I —GFF=311.6 i 1 / SIDE SETBACK:* 0' _C / 0 I : 4)I / / ' , 1 0 g GARAGE SETBACK: 20' E /152 /11 - PORCH SETBACK: TRACT A `,;1! 153 i 1 154 15- 156 , 1 V RACT 8 157 / I 15E o 1,604 SF ,o / ' 01 * FIRE CODE SIDE SETBACK: 3' 01 4.0 '—!-- 1 0.00'1 I , 0 - i r FRONT ! / I /. • GARAGE csi .zt I I ' III --, , =I _ irl. It 0 – ––ILL –If.–––1'1 ––– f_-6.00'--II,_=._fig 7Lloi 0 , PUE / I, / LOT COVERAGE: N I i I I I /___, /pi ,r) SIDEWALK isil20.0 ' i 81.4*— Ti _ I I r LOT AREA: 1,604 SF •• -: / lc ---,, RIVER Le i eit.411.11111VIBMID IMP 111.1111140 41.1..W elIVINIt,MAW_ _,11111111.1111 Walt .r......),411.ID 4111.11 MO 4.11.1110.1.011/ -I 111Wir–A11411 PGE '‘.\\ ' \ 2 1 , F,--- — \ — .,---7 BUILDING FOOTPRINT: 680 SF ,-, 23.1' 1111111111/111111111r \ /IV \ i TERRACE , -0 ,312.4 . /i 311.2 ilr 1\\.,_ . o 1 / v I, cpy COVERED PORCH: 55 SF c‘i I ... NORTHWEST Ilv - PLANT (1) STREET \ TREE: 2' CAL. 4 -.,„ \ \z, /t„,, v ar )11,,,,,,, I , CANTILEVER LIVING SPACE: 20 SF ‘/ Y N - --1 / c9 SKYCOLE WATER METER , ' .-i. ,<.\,. w ....- - c, COVERED PATIO: 0 SF Lo I I HONEYLOCUST/ \ cr) as— -- STORM LATERAL \as as \ as az- GLEDITSIA .____,.. ____--4 as\ -2 DECK AREA: 92 SF e 32.00' TRIACANTHOS ) SANITARY LATERAL /----.---.-- SW AUBERGINE TERRACE LOT 152 ..0 INERMIS TOTAL COVERAGE: 847 SF PLOT PLAN SS / ets-----A 1 - SS SS , „„-- - 1-----,NN\ --.0,/ -5S-' '''' . Cf.1) N CZ. X3 N.\ 52.8 % 0 7 i Now _ _ ./. / 71_ \--- -,,,- r i - \ 1 _ IMPERVIOUS AREA: 1,031 SF -.7i\_ \--L 0 A Ilk \ ci 1 _,__, - - I ' \ ,,,... , 1 , . )/ 0 „,•,. „, -----I,- - ----- ,_ „. -2:IL 4,, i_ //', Ni. . – --- – – – –,-- — ,„,-- \_,,z, ._.,1,..,._____ ---- -v-, ,---- / ir---c4—L___—____—___ ti/ i I di CITY OF TIGARD g RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planing 0 PROJECT NO.: 395-037 2S1W6 Date: gr -ii?- TYPE CONSTRUCTION ----"' N. SCALE REVIEWED BY: PRE c9 LOT 152 (R-12, ROW HOME) Initials: L--- 9 10 , ... ,-, RIVER TERRACE NORTHWEST g: 1 INCH=20 FEET 13086 SW AUBERGINE TERRACE z 1'J"7" /7 - 60 95, SW ROY ROGERS ROAD LEGEND: t PLANT STREET TREES: 2" CAL. KATSURA TREE/ SS SANITARY SEWER Pacitic CERCIDIPHYLLUM FUTURE CURB AND GUTTER, TYP. � --SD — STORM DRAIN Community JAPONICA, TYP. SIDEWALK w WATER LINE Design �.,. — -- 1 564 SW Main Street 9.42' 10.00' Tigard OR 97223 c f MANHOLE - [raj 503-941-9484 FE LANDSCAPE TRACT - �\ 7.50' /� �, CATCH BASIN __ LANDSCAPE TRACT \---\''', r � � pl r � P �` - STREET LIGHT DATE: 12/07/2016 UE4z REVISIONS I %` - i �i STRAW WATTLE PERIMETER NO. DATEEVI DESCRIPTION / 8.27', ✓ 1 � 7 1 k �. / i x312.4' \ 12.50' 311.1 �' EROSION CONTROL /1 23.1 Ar —_— / A STREET SECTION, SEE w .t .�. -- �- - 0 CONSTRUCTION DOCUMENTS I - az s 1 F. - - -- - -:171.__ � 4-_--1-:(____- - - 1 ,c' _ a I -- "- -- F - ----` - --- 11�_ 11 I SETBACK SUMMARY 1) 1 r BUILDING: / 111 / I I /I FRONT SETBACK: 12' d 5PLEX-E6D / 1 / y / REAR SETBACK: 10' 1 _UFF=320.6 _ j .- / 1 I_-J i COVERED PATIO: 5' GFF-311.6 I I I SIDE SETBACK:* 0' o Q; / / GARAGE SETBACK: 20' 1 °I I 152 I ! 11 I PORCH SETBACK 8' g TRACT A �, 153 r 154 115 156 !' 1 RACT B 157 / 15E I 1,604 SF �' 11 I j I N 4.00'—► I FRONT 0.00II— =. 1 L * FIRE CODE SIDE SETBACK: 3' E3 GARAGE 1 / I 1I I 1 1 ;/ 10 I. li L I- Ic_ -_ ��--- - ! _ -CJI _ ' - i I - o o I I _i- --1+ = � rl `-- —1-6.00' -=SIT--- - 7 II I ---- / PUE i 1 I LOT COVERAGE: La SIDEWALK I I —/—I I 11 11 I I I — eijoix 20.00' �t _ Ti — 1 LOT AREA: t_ r- / - -- �� /� 1,bo4 SF RIVER �' 23.1' I `` P BUILDING FOOTPRINT: 680 SF TERRACE -a i 312 4 • / 0 311.2 U v COVERED PORCH: 55 SF \ 10 1 NORTHWEST Lo PLANT (1) STREET �::. tI111111 p , \ �+ CANTILEVER LIVING SPACE: 20 SF TREE: 2" CAL. :, y, �) ,,, ,,�, / • SKYCOLE WATER METER ! I\\- w _-.-- `� - o 0. HONEYLOCUST/ I I COVERED PATIO: 0 SF STORM LATERAL • t as a - as ---- ----as �, as GLEDITSIA DECK AREA: 92 SF TRIACANTHOS I ° / SW AUBERGINE TERRACE 32.00' LOT 152 N SANITARY LATERAL INERMIS , / I I TOTAL COVERAGE: 847 SF PLOT PLAN N /; -— SS ( 5.. - SS \ .. ....... ss ...... rte-- 5S- ���• �T� ,o \ j ,o }v 0 52.8 % O t t i /1 ....... ......... .._._._t _... {. 1 d� IMPERVIOUS AREA: 1,031 SF H a °' Approved by Plapning 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: v1 /13 Q PROJECT NO.: 395.037 2S1W6 I n ItI a Is: / 2 SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE 9 LOT 152 (R-12, ROW HOME) 0 10 0 RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13086 SW AUBERGINE TERRACE PACIFIC LUMBER COPYRIGHT 21:116 ROSEBURG FRAMING SYSTEM— ==:=1.-gr.: qualify engineered wood products for today's builder- .—„,....„,, .,..,"�•w"«-«• ' These plans and the Resigns are copyrighted under part,without Law by Pacific Lumber Company 201 b. �a souO E1-OCK ALL The plans may not be re-used or copied,In whole or part, written permission from Pacific Lumber ws=--� ..<1110.V Posrs MOM ABOVE Company.which retains copyrights to,and ownership of the plans.Use of[hese plans an other RIGIDLAM�LVI. RIGIDRIM" '°°°°""+" To eEARws aELOrv. P y pyr P D p y y wsrALL saws«s�ocKs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or II ,;;,w,;""" c PE-OETO OSTA OV copying of these lane,Infringes rights under the Copyright Act.Infringesen'K+fD1tESTPRODuers !rosfa'mOroa,<sr INSODUOre i opy g p 91+ face liabilities that include 411110„, ,I / \ i BEI-CMI TO POST ABOVE. Denalties of up to•20,000 per work infringed,and so oopo0 per work Infringed willfully. ►Ale �IIN! RFPI Joisr ge;�` III, . aceet,aaora¢tsrsaoorcrs �� 11 1 GONTRAGTGR NOTES: DE5/6N NOTES: ••-�•->>• 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Km -•romN"-:wa 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ^"�- -' � (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOLKNH PANELS NRHBEARIN&NALL ueovn POST LOAD TRANSFER DETAIL 3) LDEFLECTION CRITERIA OPER DESIGNER'S PLAN OF L/450 (UNLESSNOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TH/5/5 A PLACEMENT PLAN ONLY SLEEP/IV AREAS: 30psf A OD VLOAD layout i5 to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20®1 5"O.G. 9-1/2 RFPI-20.6 1 6"O.G. 9-1/2 RFPI-20 e 16'0.0. 9-1/2 RFPI-20 @ 1 6"O.G. W-1/2 RFPI-20 0 1 6'0.0. shear wall blocking placement and connectors. ROOFLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE START FRAMING HERE Purchaser responsible for approving this 25psf LIVE LOAD ayOUt prior t0 any construction. 1 7psfDEAD OAD RI F21 RI H u r q a P f % II e 'I fI a1 II ' ! I i a ,I r '>9 fi ; ,. w II !I I �; ry I o:'I II 11 li i 1 'I II I I I! 'I R' �) �' 1 11 1 i I i' I� I ! I ji II 12� R' ® CONFORMS TO DESIGN CONCEPT II i 11 1 �l II ill I ii 1 r ❑ CONFORMS TO DESIGN CONCEPT WITH il jl i j11 R, y , J „ J• J9 j1 I I REVISIONS AS SHOWN 1 I I !I ' '' I� J $ R' ❑ NON CONFORMING REVISE AND RESUBMIT __...___II, 1 I ! �, Jp ;i i !:i I J1 J+ Jh -+ Jb 11 iI ! li i• t ,1 H ;= THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE j� I; i •j ! II I I I I III I I I I PITH THE DESIGN CONCEPT ONLY AND DDEB NDT RELIEVE THE ii 1 '—I .. ", }irLi�"s-4 _ ..,.}_ I a ..A HDKs I _ 't P t ..6H✓'g I. .b I I '1 RI DESIGN DRAWINGS AND I. 1 II I I I I i' I I FABAICATOAIVENDDA OF RESPONSIBILITY FDA CONFORMANCE PITH THE -t -"� f- I1- JH J✓< 14 r j �r .� Jr J� a� r III � - �I J � I 1 r • HIT �� I I 1I�! OVER THIS SHOP DAAR SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 01W R1 HD ' II i 1 11 fi II 1 I �i it ( I �� I-.. -T I '=�! -2 R n N CT ENGINEERINGINc. Solomon Date: July 18. 2016 i I 11 1 " I INC R2 I I 11 II I x<�e• J i Iil I I R, rn D Z I I I 1 I I 1 I I ni ID CONFORMS TO DESIGN CONCEPT �J. ..r I II R, I' I Cl Cl j II I R, R I I _ ❑ CONFORMS TO DESIGN CONCEPT WITH i) I R1 R1 R1 I '! I I Rt R1I� R1 is !: s R, ! I Ri R11 „ I I � �� REVISIONS NOTED j I I; I I �I 1 I NON-CONFORMING-REVISE&RESUBMIT I� 1 I 'I I ' I' ! • II 11 Ra I II _ II fa II !I i i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 1. i I! I I i ! I �,,. it •.I �, II Ji WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Ru j ! ! I 1 I II j : !• 'I R2 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN II it I I , 1 1 1 II 'I ! DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - it 1 ! �L Ja ' T I - Ls !I o I J® I I �1 PRIO TY OVERTHIS SHOP DRAWING. H1i R� NOR( 1 : I I � il By RIii David R Burnett Date 7/20/16 II (frit ''''"It it .,--,-„-- 'll... � I I lu 1 �� ' II ! � li ' i I - �R� MILBRANDT ARCHITECTS I I 3 "II! I l i 3 !}- 1 i 11 1 1 l� ! • I1 a,l' I I II II Ir II II—.• —N III t I I 1 it ij tl a I 7 J II ,I if I I I I. I �a J9I , q� a I ,, �n ii �, it 11 �! g #T !III 17�d Ii P1 1 1 3110 1 �t e {°�kJ gri I eTi h II 1 J i i R .I tl I II I I I '1� 1• ylkl I I I - II I II 11 R2 �jv tl� I I1 IN II I I III t I .I I w'y r "� ! I 7• R2 ' JD ��'I' 1 I 1 I 1 I I I 1 !j !� 1 1. ' i.Li LI !1 II �i ��t ib I-z .-_ .—� R2- I ! I 1 ! H>2a9 •:zE_ Il�a'II. uMR3J ,� 1 L t 1 HDd3 • I I ! II. II ( -_ 'FL' 2 T 5 I I I 11 Cl 1 - TT ii ii -._.... 1._. I s i H- 2 ii i!II II R2 --ir .:L:..: -d .... .. ' ! I I 1 ._83 r d s d PL 1 6-1 22(MAIN) LOTS 152-156 POLYGON ENGLISH REVIVAL 5-FLEX E-6(A)K-6(A) Mrke Material Width Depth Grade Qty Gut Lth Tot Lth R, 1.75 LVL Rim 1 3/4 9 1/2 1.5E 39 20 780 R2 055 RIM 1 9 1/2 6 16 96 HDR1 BIG BEAM 5 1/2 11 7/8 2.1E 4 16 54 /MPORTANT.) 1417R2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 HORS Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb..2400 9 12 105 REFERENCE INSTALLATION 131 RigidLam LVL 1 3/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING D2 RlgidLam LVL 1 3/4 1/2 1.5E 4 2 e DETAILS AND I-JOIST INFORMATION 83 RlgidLam LVL 1 3/4 1/2 1.5E 5 10 50 B4 BIG BEAM 3 1/2 1/2 2.1E 2 6 12 55 RlgidLam LVL 1 3/4 1/2 1.5E 3 10 30 Bb BIG BEAM 3 1/2 1/2 2.1E 10 4 40 LE6EN17: 57 BIG BEAM 3 v2 1/2 2.1E 22 14 306 MAIN FLOOR JOIST LAYOUT /—� B8 61G BEAM 3 1/2 1/2 2.1E 2 16 32 PacifI � bei ( H }—-HANGER GALLOUT 59 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 SCALE: 1/4"- 1'-O" `.l .B 1 BLKG 1.75 LVL 1 3/4 1/2 1.5E 115 3 354 ® -SUPPORTING POST J1 RFPI-20 1 3/4 1/2 9 15 162 J2 RFPI-20 1 3/4 1/2 11 8 88 • COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 1/2 36 14 504 & TRUSS J4 RFPI-20 1 3/4 1/2 2 10 20 R -RIMBOARD Js RFPI-20 1 3/4 1/2 2 16 32 105 15 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 1/2 14 28 392 .J1 RFPI-20 1 3/4 1/2 26 26 676 PLAN: ENGLISH REVIVAL 5-PLEX E-6(A)K-6(A) LOTS 152-156 JB .JOIST BL J6 RFPI-20 1 3/4 1/2 10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT J9 ,RFPI-20 1 3/4 1/2 5 12 60 PLAN DATED: 7/13/1 6 B -BEAM(FLUSH w/JOIST) AcceeeoHee NOR -HEADER(BEAM BELOW JOIST) H, THo 17 950-or-1779.5 43 _ DESIGNER: KAM/L.HENPER5ON DATE: 1/14/16 H2 HUG01.81/9 4 BBO-BEAM BY OTHERS H3 HU410 10 PL 1 6—3 2 2 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. 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By: Arnold A.Solomon Date:July 18,2016 By David R Burnett Date 7/20/16 CT ENGINEERING INC MILBRANDT ARCHITECTS + Products i' I _ i PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 2D LVL 1 5 JOIST WITH RIM RMI 37-00-00 1-3/4 X 20 LVL 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 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4X2LVL 1 3 Pacill umber BK1 11-00-00 1-3/4 X 20OLVL 1 S PL16-322 UPPER BK1=BLOCKING FLOOR LOADING- ' 40 LL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD BK1 10-00-00 1-3/4X2OLVL 1 3 150E & TR V S! COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 7/15/2016 REFER TO STRUCTURAL PLAN FOR J '� BM6 10-00-00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER RMI 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS GENERAL GUIDE ONLY. 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THIS SHOP DRAWING HAS BEEN REVIEWED FOB OF AL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE X W Oto to R WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CCNCEPT ONLY AND DOES NOT RELIEVE THE Z J "c:o en FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOP.OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN O = d C U g,DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I- U) to O .y OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 cc J t3 0 1— cr CO -0 CT ENGINEERING INC MILBRANDT ARCHITECTS tu ° a 0Lu w JZ Wn a CO a a 0