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Plans (45) '7- {41?- SOU - !73A 7 5 * 0(1(� 1 LEGEND: a u µ SANITARY SEWER fiC::-- Pacific e ' �< n �; �, , -- �z 4 Canununity e WE STORM DRAIN / _ 4 ��. Design W WATER LINE 12564 SW Main Street _____ �. _ i' a 4\ i ,�` ' 6 71.-H V MANHOLE [g 503-941-9484 23 — SW SCHOLLS FERRY ROAD / -r---- CATCH BASIN .�, a -----'�"�~� i j - u DATE: 10/12/2017 319.1 r�� (° ` ` OF T� � STREET LIGHT IREVISIONS �' 320.2 I °fiLDING DIVISIONSTRAW WATTLE PERIMETER � NO. DATE DESCRIPTION — _ .,i 320— I' I l(g! - -x_-t_ - - - - EROSION CONTROL I -----------_- 40.0' _ _ _�� -318 _ STREET SECTION, SEE —A 316—= _- L� -\ \_____________ , CONSTRUCTION DOCUMENTS 314 B.OQ' s _.. . .. 26.84' — ___:----1H----__-=---312� ----�__ PUE - e -L- I 1 I lei* ,:I ." ra 09 \ Al ro_= \oT A, 1 Fo---- ,' . ` . ( SETBACK SUMMARY J LI �I 1 FRONT SETBACK: 12' -; �� I' � SIDE SETBACK: 5' re STREET SIDE SETBACK: 10' I r 1 , 3.00' I I REAR SETBACK: 15' c 148 ', I m. I I 016 PORCH SETBACK: 8' 3.QQ' M 1;'')ars � 3595 SF ' m', A I GARAGE SETBACK: 20 � 4 f-- I 0 147 �; ; , BUILDING: 3413DR , v 149 o '30 co FF= 312.5 ; ccIA<\ \ / I / 1— I I I ; ; =1-HR FIRE ' ' I RATED EAVES N \ i I ',� GARAGE a 1-HR FIRE , , I 0 RATED EAVES ', / 4 I '\ LOT COVERAGE: v I ,\ I e / y N — �I � d i — ( .———— LOT AREA: 3,595 SF w __—LI-- \ r,___, PORCH Ato I c I I \. 1 RIVER LL, - 4_2-'4 I I ,------6.00' 5.98 20.00' T C PUE BUILDING FOOTPRINT: 1,469 SF TERRACE __ _ 309.8 , .12.27 L � �—' COVERED PORCH: 114 SF cd NORTHWEST 40.0' j ‘ 'r ti CANTILEVER LIVING SPACE: 0 SF 9t in 310.9 Lc, o / _`_� N �� \- ', "" . I \'s COVERED PATIO: 114 SF —Q �--I-- ® SIDEWALK . f f ,— �� rl ! __ r. DECK AREA: 0 SF r ,,,,,\ 1 LOT 148 '= S co :y:, SS SS SS f S *_ TOTAL COVERAGE: 1,697 SF WATER METER , a SANITARY LATERAL / C3 / 28.00' 47.2 % 6 -- —CIS -----tas ''rte as as 0s , _ . I M- SW FOREST HOLLOW STREET M- ------ STORM LATERAL IMPERVIOUS AREA: 2,197 SF E � �, O �. 1 _ \ /// \i - r�/ MY TICANtu Appraq@Cd by Pganaing C RIVER TERRACE NORTHWEST (503) 221 -19120 Date: h1L 4 it Q ' PROJECT NO.: 395-037 O ,/S 1 W6 R(nOtk-is: �{► TYPE: CONSTRUCTION Lv NNNU Il�f a q1? SCALE REVIEWED BY: PRE LOT 148 (R-7, MEDIUM) 10 0 Lor. RIVER TERRACE NORTHWEST 1 INCH=20 FEET 17327 SW FOREST HOLLOW STREET LEGEND: i. �_ SS-- - SANITARY SEWER .'‘Pacific �______________ .... _-- ____ _ ,__. ._ ., �� SD STORM DRAIN �eS rna ity �� CITY OF TIGARD __. WATER LINE r� z,: �` 1 t ,, 12564 SW Main Street Approved PlI'161i 1'1g _ -__-.__ - r ,_i-,!) • MANHOLE Tigard,OR 97223 _ �� � - [T]503-941-9484 Date: qii-o--3-- ,�_______ SW SCHOLLS FERRY ROAD ;�` Z ___—==— CATCH BASIN DATE: 1/25,2016 �� 319.1 ,. � a' Initials: F >_- STREET LIGHT , � REVISIONS �_ 320.2_ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 320 I '� _.__- - — — — — 1 1 — — - EROSION CONTROL _ __ _ , -- STREET SECTION, SEE __ 318.----- III ._ — —— 316- —— — — — — — CONSTRUCTION DOCUMENTS -I---- 314-77---_—_7-: . .800'— 26.84' — � _I — .0 - --312 , x ............. PUE Eo ;1 1 ; F.----.-‘7,\—.71 I I io- .._ g SETBACK SUMMARY II r I I \I I J L_1 : J It:- r.:- ji FRONT SETBACK: 12' , - I SIDE SETBACK: 5' i I STREET SIDE SETBACK: 10' 1 I1 = 3.00' 0 �,� 4 , I I REAR SETBACK: 15' !i 148 I PORCH SETBACK: 8' 3.00' 1 3,595 SF \ I on g ` GARAGE SETBACK: 20' 1 47 t BUILDING: 3413DR "` H - ` E N �\� FF= 312.5 � .:: ``' ` I I - , I 1 \ I I/ I 1 1-HR FIRE Ei r � N \ 1 I I RATED EAVES 1 GARAGES \i,.1b 1-HR FIRE I k I , LOT COVERAGE: RATED EAVES � -cr _ \ 1 � ' �v N 'v I - ,, I � �r---- LOT AREA: 3,595 SF Al I ! ., I RIVER w - -J \. V PORCH ) 0 = i _ I I _ ` .6.QQ' 1 469 —15.98' 20.00 C PUE BUILDING FOOTPRINT: , SF TERRACE 3 12.27' — — -_ 1 1 . P 309.8 \ r \ COVERED PORCH: 114 SF NORTHWEST 11) 40.0' CANTILEVER LIVING SPACE: 0 SF \\ '.+.40.411.41. qa. 41111)410411110411 41111,01411111111, V/ PLANT (1) STREET r% \' "' L 310_9,. Y i. - T I o TREE: 2" CAL. , ( T COVERED PATIO 114 SF KATSURA TREE/ `� �; _ _I SIDEWALK _. _ + —CERCIDIPHYLLUM3 1 I t DECK AREA: 0 SF JAPONICA ____ ' y SS/ - SS \'_ , -', TOTAL COVERAGE: 1,697 SF LOT 148 WATER METER /� PLOT PLAN `O SANITARY LATERAL < %" 28.00' 2, 47.2 0 as __ as _ __________%as as . ....-STORM LATERALIMPERVIOUS AREA: 2,197 SF ., SW FOREST HOLLOW STREET M / w \� t — --'7' - COPY x U 1.:,, \ / 4„.,, ,\ ,/k,' ,r. ,...-.. .,', I \ Z/ \ \\*.\\\ \ RIVER TERRACE NORTHWEST221 -1920 "'. ��,VI�- 2 (503) ' 0 GPROJECT NO.: 395-037 2S I W5 TYPE: CONSTRUCTION o SCALE REVIEWED BY: PRE LOT 148 (R-7, MEDIUM) City of _Tigard ,O O o. RIVER TERRACE NORTHWEST Appy ver,, ",ins V' 1 INCH=20 FEET 17327 SW FOREST HOLLOW STREET -� .._.. �,. 7 F.7:::,,,,,--,, APR 3 2017 CITY OF IIGARD BUILDING DIVISION 6X6 6X6 1_1-- 7:1 m if 6x12 HDR a w v (f) o 0 I-- .,:i C8\ P3_ \1.2 /4\ �STHD14 P3 9.0 P3 O STH 14 2x LEDGER 4X10 HDR ST ID 4 ► — (2)KING STJDS 71 __F— \�i I—r=—= —I-- -1 I I -, �.0 I I W/ TRIM SITUD I� II I I j , I I EACH SIDE IM! �� 7/-�I �I �__ _� hI r; - - MAIN LEVEL SHEAR WALLS UPPER LEVEL FLOOR FRAIVING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT 0 D2 .d r 1CID 1 >> a_ ral LLJ Patio 3141-0" 7'-10" 7'-11%2" (o I 9" 4'-9" I f I w E,— i I I ¢ N.--, , i' 6-0 510 F 2,6 5-17 SH I - I s. I 6 0 -0 SL -o r- 1 I I 12 Q a_ D2 T I I '' ' 343"' PLA N LEVEL MAIN 1/4" = 1'-0" - AMERICAN MODERN - Optional Roof at Patio 34'-Q" s r PATIO WIDTH VARIES PER LOT 83/" / 4 83/4" m 6x6 PT POT i '/- ,6x6 PT,� POST DO - r 1---J 16 THICKENED I __�� D2 SLAB EDGE L 1 a_ w w 0 2 3% " CONC. SLAB T 0, /10\ /8\ —01-5„ wo w 6.0/ \S1.2/ STHD14 a P3 0 I P3 � — _STH 1—_ __A__ STHD14 ', e _-------. i ' V , ,.7 -y. 1 - 1" \- -+., , , -1 -r 3&4 Z -F . -1 - I -113/4"- D1 0 wG I -- I 1 0 2t�4,, 6 Q :1 lan 3 ' 1, 3 t FOUNDATION PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = V-0"0„ PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 A-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM �_ _' 1qualify engineered wood products for today's builder.. ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. , ,_�- SOUP e LOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber (/1� I�I��F ® (/�nR IBS{ POSTS FROM AeovE Company, i G i D.�.I. M'LVL i i D R I� � "',.`,',-'.,';,, 'I (� o eFARING eBLorv. which retains copyrights to,and ownership of the plans.Use of these plans by any other IHSTALL sc,unsH aLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSESURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ,IE► ' e.c • .: 'II� SRLONTO td.HATCH G &EARIW AREA OF OLOGKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include \j `\ / eeLory TOPosrAEsov_. penalties of up to 620,000 per work infringed,and$100,000 per work infringed willfully. • ;4. �'/...II� ROSEBURG FpRfST PRODUCTS .. k .. lor (� N CONTRACTOR NOTES: DE5/6N NOT55: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Sf':',7,�,•clrcrtciira: 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR :�,�, .., .r: .c:ea'kap�-a»In.f•00 pi . (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS PITH BEARING PALL ABOVE POST LOAD TRANSFER DETAILOF L/4SO (UNLESS NOTED OTHERWISE) N.T.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD I- -I SLEEPING AREAS: TH/5/5A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: PATIO ,----i I----, PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1 Tpsf DEAD LOAD I I I I R1 J RE R1 II —�I R1 I '— a J2.— -241' I� 1 O'-3" 1 O'-6" 'I 1 3'-3' - �34' 0' UI 1. 3" • _ — - -1-,11,--r----1 - --- -_-- - ------ —__ u ILII J2�ii I 1.1----12 I� -- i-2 4 -eta=l) - -_ - III -- --- — PL 15-400(MAIN) }�=II II—J-2 I I POLYGON 3413 ABP(N£Ni) - - Wil ,I ---- - I, 2 __ �, Mrk a I Material Width 1 Depth 1 Grade laty I Gut Lth 1 Tot Lth J I1 J;1 u JB 1 BLKGRFPI-20--- 1 3/4 9 1/2 20 3 60 7 --- — - — -----J2 -- - - -_--- --- J 1 J2 -- J'1 -- - 1 R 1 05B Rim 1 9 1/2 9 1 6 144 J1 RFPI 20 1 3/4 9 1/2 12 14 163 L �` _ --- II c1=2 - J2 RFPI-20 1 3/4 9 1/2 1 6 34 544 jTf .J3 RFPI-20 1 3/4 9 1/2 5 6 30 I -- _ II-------- --- _ • ------------------ -- I I -a-2---------__---==-I I- ------- --- J4 RFPI-20 1 3/4 9 1/2 2 2 4 J5 RFPI-20 1 3/4 9 1/2 1 32 32 — —I. I 5 1 BIG B am LVL 1 3/4 9 1/2 1.50 3 1 4 42 ---� I. ---- ---- 11 ---' 52 BIG SEAM 3 1/2 5 1/2 2.1E 1 6 6 -11 —.__. �� J2- -j �I, v v Accessories O O J 1-11 ITHO 1"1950-or-ITT9.5 5 -I '�3-- -=T =I = �p -.0 ----LT --DI I. — I B..1= - . R1 R11 .,- .I1: : 1. _ 1 14 O O 9 J5 fi�r ® CONFORMS TO DESIGN CONCEPT WITH I - CONCEPT _ - ® It- � —__,J-1® CONFORMS TO DESIGN REVISIONS AS SHOWN J.1 It Ja N N III -REVISE AND RESUBMIT _ — -=4-1 POLYGON 3413 BD(NEW) 1411 OPEN WEB JOIST @ 19.2" O.C. PL15-399 UPPER 11/2712015 C1I O 0o Products R 4 PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 4 RM1 42-00-00 1"x 1411 APA Rim Board 1 1 i, RM1 34-00-00 11'x 141'APA Rim Board 11 1 IRM1� • CONFORMS TO DESIGN CONCEPT -- - 7. - --= -77'-'-`777""!,-- a tl .ri ., RM1 22-00-001 x 1411 APA Rim Board IRMI 8-00-00 1 x 14 APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT WITH II s III I ❑ I, '� I' HVAC RUN RM1 7-00-00 1 x 14 APA Rim Board 1 1 REVISIONS AS SHOWN 1 �I RM1 3-00-00 1"x 1411 APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT � .. BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IIP - ,_ �� .,xar� ''A s°, BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '_;:Ery ti "'!a t t lc i" ,E° r I r`� : z , !t #?I I�I BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i DESIGN DRAWINGS AND SPECIFICATIONS ALL OF BIICH HAVE PRIORITY • BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. ' ti ,o o o o 'o o o o.o BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date: December 3, 2015 In ;8 12 ;� Iu� 2 1 o 2 0 ,.. ,,u_ IO �O O O O LL LL LL iLL LL :iLL LL iLL 'LL LL :ALL LL iLL� CT ENGINEERING INC — • BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �1 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT - BM10 3-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 0,DNFORMSTODESIGNCONCEPT WON BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVlS10N5 NOTED NON-CONFORMING REVISE&RESUBMIT 1 -, BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 =,,,,==1,%',X1,.=,t C ,, �E BM3 21-00-00 BBO1 1 1 Be'�� R R`°`� Dat? CTS ' BM 1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MIIBRANDT ARCHITECTS ; 1.4:',C0)-19 1 05'3 I s2E 1 I I 1 -I A G � s i — AMM M1 1 —i�•�! 114.00 Ml — -- H I R 3 -1�tl� .__ ' _ ''ea ;I ACCESSORIES QTY 0 I — RM1111 ! � ® THO17140-2 44 jj H ! j� © HUCQ1.81/11 5 j II l I! I2 191 1, II �� �� HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' I2i I, ! t� III I, 't � i� f lLd •' F; _�, § Ire _ BK1=BLOCKING FLOOR LOADING II 4I ' (:13, O 'gyp -;O °.O O O O RM1=RIM BOARD 40 LL -_��_ 1,,,; O co' co. :ILLI •.LL �.LL LL :ILL LL' 15 DL �RM11 Ii 'I' oii a Yc,I, o o ' 11 LL L'?_011-`! I REFER TO STRUCTURAL PLAN FOR ADDITIONAL I POST TRANSFER BLOCKING m II m II AND SHEAR BLOCKING REQUIREMENTS. I +± II I p I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I , I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II I I 1' .7K1 F Iif I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I --- IBM6l— B Ir==, — — I !1 II — a— -b_o-- II II Uj L all A_A II )91 i rc_1 I! 1 3-011 d ---- - \IBM6�• — RM1- IBM31 B c 6-08-00 4 11� l ! iil E. c o 1. ��� �i_.J b . , START FRAMING HERE TRUSS ",\ COMPANY DO NOT: Loosen, remove, cut or notch any part of the open web joist. I - t JOIST WITH RIM SCALE: 1/4"=1'-0"on 2411x3611 SHEET SHEET 2 OF 2 O m m co rr G►a1, ) o 13rc`— > m � z � `m ® d aw w9 I— � ?• o � G) ® ® N --1 m o r" z51'.81/r -a z D <Z z(7) *0 3 O01IR 9�! ® 11'-61!2" etp.ii m 111 m 01 , E C , „ . o . ,, C e co , ... " 1 " I; - n P1 oo n, li �1 II — r 4 6 CJ2 4 AGI-4 6. Ns. i roils DJ m m c— ww ,, m T r rox 0 0 0 0, _, ,,, " ►'fA ,� � a. , /7„ _ _ 1 ..4 ,Ap7//rob N le ei A) pt,g____., RI CP IN / CJ6 , PS (4) (L J ,I i // 413 11 Al J7 › ill A jr o mom° ir' 't 1 O —mGU) - 01T1-1,--U<m rrig Cz�0oz�zmDm ,1-1. ic rim �; , ,,„)cnmOZzc�mr 81-8 ine,Dmo° _�pm„mZ4 zzprmmnD x°,zm - m -1m mo 4'. _ J,. ,r) ,q,-,m020.,,co. 9 :( ,, 1117 Er c>777J�Dm' D-�Dr- 9 � pppp��7C� 0��p ` ``- t zmmczz0-mcom° i/' G� Fp _Om.z,„�cV'mo - -. Q 2 gi U 2 Z J <-)ma Q cmocHo,=-Z-, r .110 s onoF,p mr°_1-� N `C Orpzmo �1 OC 4f .115 p N $ J4 r J3 3 (� , N SI , m _ III J1 c m 1:4;,-;;----,:,,,, 0 # . e n e n 2 _., g g 42%06 w cCONFORMS TO DESIGN CONCEPT � - c ® CONFORMS TO DESIGN CONCEPT rt CONFORMS TO DESIGN CONCEPT WITH 0 n CONFORMS TO DESIGN CONCEPT WITH ® REVISIONS NOTED REVISIONS AS SHOWN c c El NON-CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT N ', ', 5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a ._la ' C) WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ,�,��- o fABRICATORJVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. : , By Alexia Fukui Date 8/12/15 � I L B R A N D T ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC