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Plans (31) IAA-572-0 x/— 60137 13Z5f 5,o Au a c ,e__ '7e- LEGEND. I II I 4, .„,,am t.,1; II i ' ' ' i SS SANITARY SEWER .1�`�Clx,lC ` °� r 'oI �' I ! I�°---- --�� I I_ II i COm117unity,f i 1 li ---- --- / SD STORM DRAIN .tmiil ,- I ; II ' "; --w- WATER LINE g� i..�m ti I I io o' 1 12564 SW Main Street :1_11 n MANHOLE Tigard,OR 97223 E I m 503-941-9484 282 j `�, CATCH BASIN / / ! DATE: 04/04/2017 ` Ld / - __._1.0'--- 41.0'--� ,� �— �- STREET LIGHT , `.�. 1 — _ v REVISIONS ,c-x x�x x--xx.x.x=x_x X-x Xc_-,_ -_= STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 278.6 -�- C �� _ f,/ I EROSION CONTROL �� - '�� 21.01 Jam_ Ail STREET SECTION, SEE r, 0 o X 29.02' I I CONSTRUCTION DOCUMENTS IIL[__I, { --- --- I I t, �{ ro !/ --offa p Ti/�� ��g� \� I N I \ I e,,,r,xx.;.,,,„.x.n.r,:,,,r,.� ,a ,,, �..,�:..r a't,,.,aA-,,-,,,a ,„„ m�„,, rur., r 1-1 ,, (...11.7. ...f Y 'dd IA id I ,�° °!� X� -J ' : SETBACK SUMMARY oi\_i I 'rove by P.a Hing � 1 FRONTSETBACK: 1pp.Ij \r. SIDE SETBACK: 5' ' _ li i 1 i ! T 37 \ 4.00' i f/ 5•Date:t e: x 11 __4_,L STREET SIDE SETBACK: 10' '2 3,902 - SF I � „als; 7. 'I \ 1 t-t,' '� BUILDING: 3410BR ' �I I I REAR SETBACK: 151 ' 1 X, _ I , ` PORCH SETBACK: 8 E 1 I FF- 285.9 ` 38 1 X � GARAGE SETBACK 20 t 1 a_Mn a,: a=x_�asaaama.eai.v:'na n,7.. .,.ems z,x..,. a .m. I I 1 t bsX 4 I� I ,r' 0 I 4I ' k GARAGE ' II I u J 1 1,,�t I 411 M I i �} ; x; 1 1999 _ ll//(A.., LOT COVERAGE: g I ti \ k -�-_ "�- IT r, , J 1 f 1 - ==” Ik' I 1 1 r f !(' LOT AREA: 3,902 SF LU �� �.I ..--------- EL �i1 PORCH i -\ -� ( ;' ! 1;r ��l 1 RIVER '�~ � 'at- t �, r 'I _ 20.08' 284.5- =l I{ 1//rill/ l r 1, 3 18.47 �- �" t� iJJ (�� 1 BUILDING FOOTPRINT: 1,443 SF6.00 -- - — u. . ;; TERRACE SIDEWALK � - , 1,--,/ /7-h,1 PUE r-- J - - -- I�---- — I --?�Y-> _- PLANT (1) STREET TREE: 2" CAL. COVERED PORCH: 140 SF --�f I --x - 42.2'_ / SKYCOLE HONEYLOCUST/ NORTHWEST • r / _ - f f /� �1 '_~ ' 11.77'_ GLEDITSIA TRIACANTHOS INERMIS CANTILEVER LIVING SPACE: 0 SF (- �._ --- \/--._T-- ` 281.9- n V 1� -.. =1'g -_ =-- "-i' --` - ---�--- \/ / COVERED PATIO: 111 SF o ...�---- c /1 _=� ' w1_ - / L -SANITARY LATERAL\< • -, ' ®__ WATER METER \ (-) { STORM LATERAL �' SS DECK AREA: 0 SF r t LOT 37 TOTAL COVERAGE: 1,694 SF PLANT (1) STREET TREE. 2 CAL. i .-- 32.00' PLOT PLAN /, SKYCOLE HONEYLOCUST/ ' \ / SW AUBERGINE TERRACE _ ��,._ -_-_ 43.4 % °,' „,„, ' GLEDITSIA TRIACANTHOS INERMIS l______\___ � -- s0 6 i f_ p -`-` �—� ___ M—1.2,1-t��4 1` --� // / '� IMPERVIOUS AREA: 2,192 SF Stdli"---1----4—'14); iY� ,T.11(_____ II 1 ,- — _.„gmoomme-ii-_-_-,_-_________ ,....7.._ ___, - ,_ 0\ i , sk � '/ O p ,, i _ E I I / .. _— o - ,... --1171r7� 1 �` 1 / i ----I - - N�. >N �� �'_ , 0 1 ivy ` � r � 1 � -- -r---;�--;1d�, � _ - -_= - - - RIVER TERRACE NORTHWEST (503) 221 -1920 0 . tip PROJECT NO.: 395-037 p• 2S 1 W6 TYPE: CONSTRUCTION / n SCALE REVIEWED BY: PRE CO LOT 37 (R-12, MEDIUM) 10 20 ”' / RIVER TERRACE NORTHWEST a 13251 SW AUBERGINE TERRACE 1INCH=20 FEET 6X6 6X6 F 6x12 HDR ®® ...=_i ui W U p O d- N CD O F-- I O Q fY �3�/ 8\ /4\ /8\ 1.2/ \\S9.o/ P3� S1.2/ STHD14 4X10 HDR � � ST 124 STHD14 ____ ,k .�., e2 2_� 10 HD,: ( ) HDR 6X12 HDR (2)2X10 �� 22X10 _ *;� R i �5: ', .�.__ _.--_. _ m m e®.�®- ®fie®m '. C w� 7' 1 t---- -1 I _ 1 I �- 4. �' 1 I( I •I U • I I -----r-T: -- I ��f -- _. I I� J 1 I l 1 I \ -"- --� r 1 I (2) KING STUDS _I. o T---=)-I ---==I —I- _t______ III ( _ I II W/ TRIM STUD I O 3' III ` EACH SIDE MIN. r- N MAIN LEVEL SHEARWALLS . Man 34,i' 10 UPPER LEVEL FLOOR FRAMING ENGLISH REVIVAL - Optional Roof at Patio ll 16 PATIO WIDTH VARIES PER LOT D2 r E 4 14'-33/8»: r a_ r Patio 0 34'-0" T-11)(2" .7'-10" • 5'_1/» `c- " r 2 -I 4-9 8'-4" . -r i • (f) i CO -- r.0 j• 5—Q. 50 SL 2 615-0 SH 6—Q 5—Q F —mil... in. 2-6 5 0 5H r I O • DW`-- F .- - ---- ---J I , I ;I co .I I D2 N co m � I Hi' Ian 3410, MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio 34,-0" 3'-3Y8" PATIO r PATIO WIDTH VARIES PER LOT 6" 15'-11%2" 834" 834" s�r r 6x6 PT POST .i• 'i r 6x6 PT POST ` -- Z __J THICKENED I __ w r SLAB EDGE p6 a 4'-6" q r 6" 3'-6" ID r r r `; 31/2" CONC. SLAB v, --ca-Lu _(.1_,,,,__3- /8\ gN 8 < 1.2/ n ;n S6.0 P3 \S1.2/ FT74 --_LHL14---i 7 ® -ST_ II14o-- � N 3THjZ14 \ / 3.T10_14- —- i: r 1 I I L L_ J3&4 -21/4" L-- a —J -1134" _ -� a Dl I — 18X18X10 FTG I ri- ran 3410 - FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = 1'.--0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 Sc. A7 AIO This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 1 SYSTEM- =-.,,In==:, ;;: PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" i quality engineered wood products for today's builder- -, ,I' ..0.„ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 20 1 4. SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �'®��F _AVL .. ��® �,. I. FROM ABOVE oBeARINe BeLorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other INSTALL SQUAST BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS RQSFBURG FOREST PRODUCTS 0,-, ,I aeRDerAIL,e.MArcH copying of theseplans,infringes rights under the Go ri ht Act.infringes face liabilities that include ,IE ' _ IIIC Belt AReA of eLo s s Py 9 9 9 Py 9 9 `� - � \\�` /' eeLorvroPosrAeo F. penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfully. �`J/�/ � v ROSEBURG FOREST PRODUCTS I/�\/ III 4=::7"' I� CONTRACTOR NOTES: DESIGN NOTES: - 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS t.P,n ;a,x_.-:.I: 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR T n'.v.°^�s °^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS NTH BEARING FYALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) N.T.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 12p5f LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: THIS ISA PLACEMENT PLAN ONL Y. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: ————i (———— Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1 1r25 DEAD LOAD I PATIO 1 i'PATIO! 1 1 R1 I i— RI R1 R1 — — 4 II u 10' 3' 10' 6' 13'-3" - 13'-3" 10'-6" 10'-3" ----— , — 1 J I�, — _ ® CONFORMS TO DESIGN CONCEPT JB �— ;� 1! CONFORMS TO DESIGN CONCEPT WITH 3 Ij _ 11 J5 i� ❑ REVISIONS AS SHOWN —-- -- -- -- ---- ,- _ _II 1!^ IF ii� II - ❑ NON-CONFORMING-REVISE AND RESUBMIT I. _I. - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J3 I = 7 J3 't WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J'1 J 1 J 1 J.,1 RESPONSIBILITY R 1 --- _ _ _- _______== --____JB--- � R 1 FABRICATOR/VENDOR IFI ATIONS ALL OF WHIAVE PRIORITY Mk DESIGNA R OF RES LITY FORCONFORMANCE WITH THE 11-----------,--.------ • I 'ill DESIGN DRAWINGS AND SPEC i. OVER THIS SHOP DRAWING. J3 J-3 I" ' — f_ `I i. _ By: Arnold H. Solomon Date:October 28.2015 �I - - J —II' CT ENGINEERING INC _ I J _ K C - 11;.j I V I _I - I^1• J.3 '• QX CONFORMS TO DESIGN CONCEPT 0 J3 Da . In 0 Si R 1 0 + IX III 0 CONFORMS TO DESIGN CONCEPT WITH — — I ------- — — -- — J3 �— — — - _—,A- --J3 ,----- REVISIONS NOTED .D ` il B-1---= — 1 .16-,`• ••I� �,` J5— --I_ Jr, J�/4N O' -i J8' 0 NON-CONFORMING-REVISE&RESUBMIT arL AC --- 7L _,1l i. .1, �._ ;:`l 45------11"16- wl THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O - II i1I O WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE CI R 1 ll--_ ___�__ __ I -_---- _ —J._— _;f R 1 �i FA.BRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 I —® IL DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVE IL J2 � = J2 PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 J2 - JO = - MILBRANDT ARCHITECTS i3- Cr .,� J2— = d2- N J2 J2 el - ----JO-- --1 _ -- J2= - — J=2 ---- — ---- - -J-2--- J-3 R1 =_1 J2 —I -------- — J2----- _ J-2 - - J2 - ' .— J2= -- ---11-2 �-I - n - -- 1 1 I J_1 - I START �- �1 JE ,1 ...1-1 START FRAMING `1-1 ii I J� FRAMING ---- viv HERE � (--di-- J-4----, HERE ' PORCH PORCH IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 34 10 BD(NEW) -:: Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth (H j—=HANGER GALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/2 2100 0 3 60 p :Cm ,iii \\::, . ®�--� 5 1 0513 Rim 1 9 1/2 1 0 16 150 =SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 6 30 & TRUSS �,'�., COMPANY J2 RFPI-20 1 3/4 9 1/2 12 14 168 \ ED =POST LOAD ABOVE a,' J3 RFP1-20 1 3/4 9 1/2 16 34 544 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 105 15 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB =LVL BLOCKING J5 RFPI 20 1 3/4 9 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 0 BD(NEW) JB =JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"= 1'-0" CUSTOMER: OLYGON J --JOIST GALLOUT 5 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 2b PLAN DATED: 10/21/1 5 B =BEAM(FLUSH w/JOIST) Accessories HDR =HEADER(BEAM BELOW JOIST) Hi JTHO 1 1950-or-171-9.5 5 DESIGNER: KAMI L.HENI7ER5ON DATE: 10/21/15 550=BEAM BY OTHERS f Ply 5-3 5 5 (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16"O.C. ® START 19.2"O.C.HERE 5,0 RM 1 34-00-00 1"x 14"APA Rim Board 1 1 • - 23-06-08 RM1 24-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 , OVE JOIST FOR PLUMBING I 1 3-01-00 9/ IRM1� 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 ffJOISTS +/- 4" TOT �� ' RM1 "x4"APBoaOID PLUMBING 11111111 � BK15 gidLa1-3� � BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I` i BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ r. BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 l i' I l ' I " t [ I ?' i 'A I 6 l.i. BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT - 0 0 0o o o o BM3 6-00-00 1.5 RigidLam LVL 1 314 x 14 1 2 ® LL LL LLLL LL LL LL �) • CONFORMS TO DESIGN CONCEPT WITH I' BM11 5-00-00 1.5 RigidLam LVL 1111 1-3/4x14 1 1 ❑ 0 0 NC,INN 0 o I"� BK1 4-00-00 1.5 RigidLam LVL 1-314 x 14 1111 1 LL.LL LL ;LL LL LL I: REVISIONS AS SHOWN BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 NON-CONFORMING-REVISE AND RESUBMIT i, ; BM7 21-00-00 3 1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE i:KI ! BM6 21-00 00 5-112 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE H BM5 15-00-00 3-112 X 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i. 5 0 A 711 BM13 3-00-00 BBO1 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL DF WHICH HAVE PRIORITY � . ISI S°-04 f0 OVER THIS SHOP DRAWING. " o' or>' v' I au 1 1� 12- I , % h ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 NI w ® ® TH017140-2 36 ®" C° RM1 'I N�NI �N , ® HUCQ1.81/11 3 CT ENGINEERING INC 1-0$ I • ®1 lis -- --' 7 • • lir 1x14 OSB RIM FOR SHEAR BLOCKING 28' IST, A A 1 A_ 1 �N 4LEM p N _ IBM3I___ © TFL1714 1 I` I D ® CONFORMS TO DESIGN CONCEPT —i FLOOR LOADING cC CONFORMSREVISIONS NOTED o o oE RM1=RIM BOARD 40 LL 15 DL LL LL 'ILL.i ❑ NON-CONFORMING-REVISE&RESUBMIT - IBM3I _I` i REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II "PA LL � AND SHEAR BLOCKING REQUIREMENTS. 11� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • I i 2 a, 4 4 �, I lJ�': .kI SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN e ,�� N DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1I loo PRIORITY OVER THIS SHOP DRAWING. o li LLLL I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I By Jeremy Pfarr Date 10/16/15 °�II 3 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA MILBRANDT ARCHITECTS ;l BM 1 I Ng I.R1 l f T—=RM1 •-- - O tf I� I_. I i o INS . *��4IM '*��4. �,II-101041 ii.i 1- m Z ireM9 - -IBM7I MOVE JOIST V' FOR PLUMBING 9 VII II'i I QUI , mi. DO NOT: Loosen, remove, cut or notch any part of the open web joist. 1. Pi lu 1 er JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS� '\ C o JM P A N Y SHEET 2 OF 2 O - -CI Co D m -a rn rt 0 a o CD � -C V. 0 ill W i r = v ` -gym ® U) 0 Z Sio m oW N Z 52'-' 3 a 13'-0' 39'-0' 23 t O o b iv n n s oo m II CD Sv ,• a j C 1 , , . . .. , . ', cf, , , , N mmm0) \\\\H ■• m v < , , c T ® , cn o) m mCCD O O O / .. n 0 yrn w ry -' IV 4 IIS O e C ...1 Imi C. 0 0-��o D m �Om COla < cn�_ u)m O z-ZcOOz>z�>m IN- 11.- e ! 1 A ! 9 0 9 4 Q- mmmWzzmoco -. ��cn�mo--Wmr f. ■ = -zz°ImxGmQmz O OOOzmzD 7,Dz� tu H-omm0ZO00cO0 SS O�mC>Xmz�CnrZ< ()x7:1-1>m D-1Dr- 000OFXCrX- <m A wm mZmrTnOmm MIND MI Mid 4 4 ,41 102 iEg Q mam ,xnzz,,,>, r08= mr0� 7� ` 2 , a 0CZ71 Icm j0 7o o��,ocn .0. ! • I ..r E 23 n n eNc 3 � � �& N SU �.. O t Ci) ° • • • •1 ftni w 3'-56 L 381-101 •,-,:..„...,,-- 4 ° I CUNf-URMS IU DESIGN LUN(;EPl 0 10'_? 0 CONFORMS TO DESIGN CONCEPT WI H ppm . REVISIONS AS SHOWN } G F NON-CONFORMING - REVISE AND RESUBMIT tif 3 ® CONFORMS TO DESIGN CONCEPT 13 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ibwt CONFORMS TO DESIGN CONCEPT WITH WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE }v REVISIONS NOTED -di . '.; w FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ` Y �' 3 0 NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Z E 0-.D.,,' `P OVER THIS SHOP DRAWING. - - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ` p WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS