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Plans (71) IW tic S& 411.chr( -/rc J S -7-.20/7 ` QC)/ 2 I LEGEND: 5 SANITARY SEWER Pacific Community I PLANT STREET TREES: SW ROY ROGERS ROAD Ips— STORM DRAIN Design 2" CAL. KATSURA TREE/ -- v WATER LINE CERCIDIPHYLLUMiI 12564 SW Main Street MANHOLE Tigard,OR 97223 JAPONICA, TYP. SIDEWALK m 503-941-9484 CATCH BAS I N "..L,--1.,„ - -= FUTURE CURB AND GUTTER, TYP. J _~ _",- 2 STREET LIGHT DATE. 12/07/2016 7.50' ..\,________ z r� [ REVISIONS 10.00' ] - STRAW WATTLE PERIMETER No. DATE DESCRIPTION j \ -. - LANDSCAPE TRACT .wrmumma __ �. PUE _ -_ �'�I µ EROSION CONTROL I'_ 11 /1 - - - /7 _ - � STREET SECTION, SEE ( 0 / 307.2 8.27 12.50' \% 305.9/ 1' 4 , kk,/ / -17)' I ; CONSTRUCTION DOCUMENTS nl - E' _ — E _ -23.1' 7 - - - ® - - ,,,,- 6 In In -300 a,��,:wanaa�Gna�a�aAac urn n,� 7�.�. - —_--� 30-_ - - -- -- -- 1 -- ---- SETBACK SUMMARY h I� _Li -° — — - l -- —4 • ,.ice' q ri- li ___-� _ __ % V— I l FRONT SETBACK: -- 12' I !I , / 1 I �I I / i 1 REAR SETBACK: 10' L 5 I I :.1 1; 11 1 r COVERED PATIO: 5' , II I, BUILDING: 1; I / / I 1 ' SIDE SETBACK:* 0' `+ 5PLEX-E7D / / 0' / �'' _ 1 GARAGE SETBACK: 20' 7. UFF-313.0 / �' I in I / i - 1 , ' i PORCH SETBACK: 8' O GFF=304.0 I i i 1 r . , 0 I I 157 1 11 �I , * FIRE CODE SIDE SETBACK: 3' 15 156 TRACT 13 158 I 159 160 161 I RAN C 162 63 ,0 ii 4.00' -1I 1,604 5E / 11 0.00' I p - 1 1/ I FRONT I�', I 1 / / r- ,1 I / � / / i GARAGE �I o — II ! — / — / it �� II I I LOT COVERAGE: r--L- — L_ — ..�f-JIF---7-14_ - t' 1 --- 4 --- III --ti6.00'.1- I --- — -, I I I I �, f I 11 I '- z - PUE I L° - Jt. LOT AREA: 1,604 SF _ I — I— 1 1 I — I — I— I11 I RIVER w i - 20.00' �_ _ N - - - - J - - - -- - - - - - f - - - -A - - BUILDING FOOTPRINT: 646 SF -� TERRACE O - - - -, 41.01•4101e/1011110,411%q104111I.SIPININ110, _,11110.41111141/04111100110400. 11.11MIVEIPM1,- 0110 am, - f, COVERED PORCH: 48 SF NORTHWEST p ir / 305.4 . 303.7 _ Tfl _.... ::VEP::ING SPACE: 77 SFaim • : 0 SF �'� WATER METER SIDEWALKalr..2 �"8 .__ _ -tM. dr M STORM LATERAL �� - - DECK AREA: 92 SF a a t as asi5 as 5 as \ LOT 157 C\I- } I 32.00' TOTAL COVERAGE: 863 SF PLOT PLAN NI— SANITARY LATERAL SW AUBERGINE TERRACE '� (, ) 53.8 % .__ ! 5 _ 1----_ I ` it I.ss/... s ss SS SS �� �� o �� IMPERVIOUS AREA: 1,051 SF E PLANT (1) STREET �1� . EL _ TREE: 2" CAL. N SKYCOLE HONEYLOCUST/ , \ _..1 1.1111111E - o ~~�_ ' GLEDITSIA TRIACANTHOS INERMIS \ _ ' , 1,.% -_ �% � • N /iv r///ill - f � 1 ; /� P _-�- ....-.,,, ,„•--- ,<,ce CITY OFTIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by PIaing (ii;:4 0 Y)) PROJECT NO.: 395-037 2 S 1 W 6 Date: ✓ / TYPE: CONSTRUCTION N. SCALE REVIEWED BY: PRE CO LOT 157 (R-12, ROW HOME) Initials: /—C 0 10 20 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET Z 13130 SW AUBERGINE TERRACE ilS7,2-61 / 7 — 0c9/279 , LEGEND: °Isma !I[ ss- SANITARY SEWER Pacific Community PLANT STREET TREES: SW ROY ROGERS ROAD a) STORM DRAIN Design _ 2" CAL. KATSURA TREE/ , --W WATER LINE 12564 SW Main Street CERCIDIPHYLLUM (..4) • MANHOLE i Tigard,OR 97223 JAPONICA, TYP. 1 [1]503-941-9484 SIDEWALK M CATCH BASIN ,___ _ DATE: 12/07/2016 - - /A- FUTURE CURB AND GUTTER, TYP. )** STREET LIGHT . 10.00, / , 7.50' / , __ ,. PUE / , I' i STRAW WATTLE PERIMETER : REVISIONS NO. DATE DESCRIPTION 7-- - -- ---Ii- _LANDSCAPE TRACT t.,_ - --- riatuamineeneammemmaimminw ----2_ , i mcc)c) --.... EROSION CONTROL• , /1 // I ,,,,, I STREET SECTION, SEE _ I\ // ,/li- - /''' - , ,/ AIL 307.2/Y( // 12.50-1/ - 31015.9/ 8.27N , A . / I / / ';\/ / ‘,,, ./ / 0 CONSTRUCTION DOCUMENTS ''' ] , , -.---.a-.r,..._........_.....r--e.gj.g..„.5_,.,.!-,..,-_1_.11..■-1_-1-,s._.m,_"ac''-a_m_Tn r --- 23.1 __ a.wrf -i.i.._..in..i v,-- __1m-i1i1__iiiffi• iliwr..7. .=Jm =.. - - - - - H _ _,0 _-- -_ _ _ 300m _ _ = __- SETBACK SUMMARY i _LI' kir --- --r----- — — I I -- , FRONT SETBACK: 12' i I 1 1 / 1 I '1 1 I I ,I I li REAR SETBACK: 10' II I ly I I ri II I 1 I / Li I il i I ri I II COVERED PATIO: 5' II 1 1 I: BUILDING: 1 1 • I 1 1-1 5PLEX-E7D 1 / ;1 / /1- ,i 1 - SIDE SETBACK:* 0' I ril . Li a) i -5- I 1 i_1 0 - GARAGE SETBACK: 20' _v 1 1 in I UFF=313.0 1 in : / I I E i 1 1 1 O GFF=304.0 , st , I , / 1 , • PORCH SETBACK: 8' 1/11 sci --11 i‘ I 1 1 , II I * FIRE CODE SIDE SETBACK: 3' 7 156 TRACT B 158 /159 160 i 161 0 RA C 1 162 63 1 1 1,604 SF i II I , ,1 — 4.00'-1.-- 1 i ; 0.00' / I -_- I 1 C\Ii 0 co- FRONT 1 / _ I 0 _ 0 , u I- GARAGE i / 1 I a) a 1 _ nLL______.. Inri 1 II 1 I LOT COVEMGE: .. _ ---eTIII/ 1— - . 5 'II:: 'WI- - IA - - i a -- Ill --'6007- I -=- - - tI -1 . - IF 1 I I , -1... rip -- v LE _ III . _ _ I — 1--- ---- I I I — I — — IPUE— I— — 1,24_ _i LOT AREA: 1,604 SF .. it / lis, 20.00' i _ft* L — I- RIVER a, i I ___ ____ _ _ _ _ BUILDING FOOTPRINT: 646 SF TERRACE i 1 Egl -- ,\<, .....6..........).___....__,....11MOMMOVilitelt1110001101.11Will01.11111.111*AMODIIM.1.411.41.411. NIIP - .............. - --. — ........... Vik ._...__,....__.,,u_,,,_„ .... ,o '1111111111111111111111111101111111111111111111111110111 \Erg/RA=1mm COVERED PORCH: 48 SF NORTHWEST Slo - si lin CANTILEVER LIVING SPACE: 77 SF 0 Fg, To wimma 3/05.4 . 303 7 Ale! MU ,e,... o --.4iMmilliiarrartal""" awaiiiiiTuTaiTioVilialir- 71-611. --kr" .,_,J M.""".Pia•gm unne-- -iis"—iiiiiii WATER METER Pr ,, mmi, v. v., sIDEWALK \z",g _m IMO" 'Kt, COVERED PATIO: 0 SF c--) Fs 6, AN 111111 I _ .4111 DECK AREA: 92 SF STORM LATERAL II LOT 157 L.0 a --- • IVa s ' \ as i as IIS " I S as \ 863 SF ) 0 32.00' PLOT PLAN 0 , N 9„) SANITARY LATERAL SW AUBERGINE TERRACE ' C I P TOTAL COVERAGE: 53.8 % ss — SS s - - SJ / 1 ss 4111111117.11114 ilimajiliN°\°11.11111, ' ,\ ,\<---y r , G_ r•/ N'''\ '‘0 IMPERVIOUS AREA: 1,051 SF co \ so 0 ` ^-> 0 \ 0 , rs-, ,-) /7' , ,,. ti PLANT (1) STREET immirmareammassammeosimmur -* _ [ ci \_ TREE: 2" CAL. 11111.11111KVAINIIII - SKYCOLE HONEYLOCUST/ miummem i - _---- „, 0 i GLEDITSIA TRIACANTHOS INERMIS 16.. "NI 7 / ' r --1 1 / / -1-RI _ /Ir.-- ' -„ I ,,------ , 0) E.) RIVER TERRACE NORTHWEST (503) 221 -1920 Approved bylanning O Date: -4 PROJECT NO.: 395-037 0, 2S1W6 TYPE: CONSTRUCTION Initials-. i--2 r , SCALE REVIEWED BY PRE R LOT 157 (R-12, ROW HOME) co RIVER TERRACE NORTHWEST 1 0 20 g: 1 INCH=20 FEET 13130 SW AUBERGINE TERRACE z C PATIO CONDITION C CONTRACTOR FRAMING NOTES: 1)VERIFY ALL PRATING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERI ISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS CONC.STEPS CONC.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERYNISE) 4)U5E CAUTION NIHEN GUTTING Ma alall aara IIM FOR PLUMBING R — _ - R - - - - 5)PROVIDE PROPER SUPPORT AT ALL - ". II Ilu :ui �,:a:an�'1Ti11 II��rJy. l�i��%=-"yT-'Iii I IliiGi�ia:=z: i��i"-if3ui�ll IIISiTiR���G�Mi�=-�_+— SHEARWALLS i11 , 1 I THIS/5 A PLACEMENT PLAN ONLY II I ! ( 11111111111 IIIThis layout is to be used in con junction with I !' I ;; I j ! ! ! _ Architectural/Structural plans.Verify all .• „ i _---� shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY"ALL PONY WALL PONY WALL ayout prior to any construction. DESIGN NOTES: THIS FLOOR SYSTEM YEAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD C*** EGK CONDITION*** DEFLECTION CRITERIA OPL/480 FLOOR LOADING: 40psf LIVE LOAD R-1/2 RFPI-20 @ 16"O.G. 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 B 161100. 9-1/2 RFPI-20 0 1 6°O.G. 9-1/2 RFPI-20 @ 16"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LEEPIN6AREA5: 3Opsf LIVE LOAD Rt R1- _ _Rt 4• R1 R1 12pSF DEAD LOAD • r ��_ — �I ,T,-- i ! ! !- 1 1 ! „laa ROOFLOAD/N6 R1 �f ;I 1 1 11 1 I; 1 I ! ! -1 I I ' I Ii 1 1 1 - , 25psf LIVE 1'IPsf DEADLAD OAD e II 1 ! I I i I ! 11 !' 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CII::„,,� __:8B 1 -4 40 EI CONFORMS TO DESIGN CONCEPT ' COsFURm5T0 DESIGN COITCErT /MPORTANT./ " IA "'FOLLOWING MATERIAL LC "•"T COVERS EITHER CONDITION IPL 1 6-216(MAIN) (LOTS+$,-,b,l ❑CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION REVISIONS NOTED POLYGON FRENGNREVIVAL 5-FLEX E-TLD)K-1101 REVISIONS AS SHOWN GUIDE FOR ALL FRAMING Mrh. M,terlal WWth Depth trod. OLE GBLLYt rotLee ❑NON-CONFORMING-REVISE&RESUBMITDETAILS AND I-JOIST INFORMATION • 1.15 LVL Rim 1 3/4 9 1/2 ,.5E BB 20 160 ❑ NON-CONFORMING-REVISE AND RESUBMIT R2 09B 51m t 9 1/2 5 16 60 TNS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP OPAIhie HSS SEEN AEVI EYIEC FOR GENERAL CONFDA415Ph:E TORI BIG BEAM 5 '/a 11 7/5 2.1E 4 t6 64 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1NIGH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE NORA GroceAe 5.,20F-V4 5 I 1/2 Fb-2400 2 2B FABRICATOR/VECDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Si RI41a1-em LYL 1 1/2 Fb 15 0 5 22 ,12 PRIORITY OVER DavidTFAS SHOP R Burnett Date 6/22/16_ DESIGNHINSIGNIA I OF AECIFICNBILITYLLA F PHICHAHAV 11IRI THE N HORS cascades.,266-V4 3 1/2 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VE S LEGEND: R�w1,.1 LYL 1 3/4 Gs ANG sPECIFI anGls ALL of tlHlen HAVE PRIORITY g2 3/4 2 ' R""`� Y` s" MAIN FLOOR JOIST LAYOUTP DRAGONS. 2P' � umber �--� B4 BIG BEAM 9 1/2 1/2 2.1E 4 6 2 (H?---HANGER GALLOUT B5 51;kkkomLYL , 3/4 1/2 1.5E 3 ,2 56 By: Arnold A.Salomon Cate:June Si,2ut5 �/ 56 a*BEAM 3 1/2 1/2 2.1E 4 26 SCALE: 1/4"- 1.-0" M I L B R A N D T ARCHITECTS ® BT BIG BEAM 3 1/2 1/2 2.1E 14 900 CT ENGINEERING INC pp -SUPPORTING POST BB BIG BEAM 3 1/2 1/2 2.,E 16 32 �t TRUSS COMPANY B9 BIG BEAM 1/2 1/2 2.,E 12 24 G -POST LOAD ABOVE en BG BEAM v2 v2 2.,E a 16 s, BK6t.T5LYL 3 3/4 ,.5E 564 ROSEBURG FRAMING SYSTEM'°' R -RIMBOARD 5FP-20 3/4 /� a 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)555-9663 • RFPI-20 3/4 8B LB =LVL BLOCKING J3 Rc-2o 5/4 1/2 4 504 gUo(llyengineered wood proCductsfor fodOV`Ibuilder- J4 RFPI-2o 5'4 1/2 a' 10 20 PACIFIC LUMBER COPYRIGHT ZO1B PLAN:FRENGH REVIVAL 5-FLEX E-1(0)K-1(0) (LOTS 151-1 6 1) JB -JOIST BLOCKING Js RFPI-20 3/4 1/2 2 16 52 A ,` /'� J6 RFPI-20 1/2 14 2B 342 Theseplans and the designs arecopyrighted under Federal LawPacific Lumber Company 2016. RIGIDLAM LSI L RIGIDRIM CUSTOMER: POLYGON Je RFPI-2o 1/2 26 26 616 9by P y J -JOIST GALLOUT JB RFPI-2o 1/2 6 4 24 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROSERIRBFOREST PWODUCTS R08FHVR6FORESEACODUCIS PLAN DATED: b/20/16 J9 RP,. in 5 12 6o Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) 510 RFPI-20 3/4 1/2 6 6 56 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOYN JOIST) Acee..er1. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L.HENDER50N DATE: b/20/16 Al TH011150-cr-I1T9.B 42 penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. R FPI JOIST 850-BEAM BY OTHERS H3 HUG•21.6'/9 X41 Re�pB6'FORESTPWODIICR „ 6-2 18 (MAIN) SHEET: 1 of 2 1 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 0 0 0 0 0 JBM6 IBM6I _ jBM6� \ __ )BM6I IBMBI _ RM1 II`-- qo -�_-SI- it ;.410--el- I'� M1 -o---1,--m-e15-0=-111 WI RM1 u - K �- k !�I 7.6. IIc--s - '�=v ll�JI==�==`aF'K s,. °_=lIL �- I� I -tl -_ A_. ._ �---cs- II - II h n o - L-e�-v- - d --- -- -- - -v- w m rn rn dI_ rnrnmmrnl o o L rn m to o m Ili II._ - If Y oo Im m o m mIlv - q o o 0 0 0 o 9N- . II o 0 0 0 oIlv o 0 00 00000oIlvro rn .oromII- O I LLLL LL LL LL u_u.. . LL LL LLLLLLLLIIS LL LL LL LL LL I!� LL LL Tfl LL LLLL LL LL LL LL Ili LL LL LL LL LL LL IIS O Oq j rY,I .012-1L-15 II In m I 12- J-15 ) 1!03 d, q 12-10-15 II2 J Ilm a q v I I X13-0.1-00. 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O K LL REVISIONS NOTED MY LL re 4- rt u- REVISIONS AS SHOWN 4 3 ❑NON-CONFORMING-REVISE&RESUBMIT 4 3 a R 3 ❑ NON-CONFORMING-REVISE AND RESUBMIT 7 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e- O 1- O i- 0 THIS SHOP DARING ABS BEEN REVIEWED FOR GENERAL CONFOAMIAIGE u, IYRH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE w N N FABRCATORVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN YIITH THE DESIGN CONCEPT ONLY MD DOES NOT RELIEVE THE eo DRAVONGS,SPECIFICATIONS.AND APPLCABLE CODES,ALL OF WHICH HAVE FABRICATOR/VEN'DOR OF RESPONSIBILITY FOR CONFORMANCE PITH THE PRIORITY OVER THE:SHOP DRAWING DESIGN IMS AND SPECIFICATIONS ALL GF WHICH WYE PRIORITY OR4 OVER THIS S!4P DRAPING. By David R Burnett Date 6/22/16 By: Arnold A,Solomon Date:Jun,21,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC _ Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 157-161 IALL BEAMS AND CONNECTORS PER ENGINEER I a RM1 14-00-00 1-3/4 X 20 LVL 21 3 FLOOR LOADING: PaC�fj F umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-278 UPPER RMI=RIM BOARD 15DL & TRUSS COMPANY `',' BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/20/2016 REFER TO STRUCTURAL PLAN FOR � BK1 10-00-00 1-3/4 X 20 LVL 1 5 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 BM6 10-00-00 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I II---'---�'---'t BM21 5-00-00 1-3/4 X 20 LVL 1 2 BM4 5-00-00 1-3/4 X 20 LVL 2 20 — ACCESSORIES QTY IIl i-`lI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I �_�Z BM2 4-00-00 1-3/4X20LVL 1 5 O HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 — Loosen, remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. 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Z Z (� 1- r, w OVER THIS SHOP DRAWING. By David R Burnett Date_ 6/21/16 0 III — 3 in C J Q c By: Arnold R. Solomon Date: June 21, 2016 M I L B R A N D T ARCHITECTS LL o n CT ENGINEERING INC ILIO `lirere w0 7C goo Z i _ ra a a 4