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Plans (116) AMMIMIIIIMIIIME ail/' l I I t I LEGEND: f J _ / Pacif is / I ( — - -tis SANITARY SEWER / , _ __-_ -_ El — —I I — SD STORM DRAIN c onununity _ _ Design _ _ __ ww— WATER LINE rR — 12564 SW Main Sheet I `,--- I� N ' MANHOLE Tigard,OR 97223 7 ? 277.4 F ' 269 5 , R]503-941-9484 I _ CATCH BASIN � DATE. 10/032016 , l a7 1 23.0' ii ? i= . STREET LIGHT REVISIONS 4 1 I 1 ; — _ STRAW WATTLE PERIMETER f NO. DATE DESCRIPTION 1/ 13.37' — 276 8.00' 21.09' EROSION CONTROL II T rl, ,� 1 — — STREET SECTION, SEE ( PUEI CONSTRUCTION DOCUMENTS 1-HR FIRE ____t_ -,I III 1 1 1 w RATED EAVES 1� i I 7- v, Q 1' v. . I ,1 r-------- I t I I SETBACK SUMMARY i I ._-- 103 0411w ,,1 I 1-HR FIRE I I 7.74 I ;1 I RATED EAVES 1 i FRONT SETBACK: 12' - ,r 4,008 SF ,1 I I I I 11 s 1 o BUILDING: 3413BR —1-4--1-- 3.00' ' I SIDE SETBACK: 5' '' PLANT (2) STREET '1 1 ISTREET SIDE SETBACK: 10' iffiMEM TREE: 2" CAL. . I! FF= 270.1 ;II I 145 REAR SETBACK: 15' _ GOLDENRAIN TREE/ 8.00' --0. %1 m 104 1 ,1 9 I 1 \ PORCH SETBACK: 8' 1 ° KOELREUTERIA �' �° ' '' '� a ,•/ ' 1 1GARAGE SETBACK: 20 "4 PANICULATA -- 1 N � •_° 27-1., 4� GARAGE N I �_ 1 W � _AI I I I . o il ,I', L— � I � -- N s tel, I r- I — , W ►, 1T' " 1 I S iiiikr PORCH r a -1 r — ; I �1 LLOT COVERAGE: A -, _ a � ....—.- T IM♦ 6.00' 0 0 o I — -- X = _25.89' — N N ,_ 1.-1O 1`\ #_ :22.13'\ 1' PUE — — LOT AREA: 4,008 SF w 1-- \ _C4S .=16.03' el _ — — — — — RIVER •.. — INT. SF TERRACE 3 , 4 � ` 0, ! — ��- / BUILDING FOOTPRINT: 1,469 o CLEARANCE �,--- \ o VISION 269.1 �, $.�' I 1� � ri ~� A �3,.. ` o COVERED PORCH: 151 SF „�� NORTHWEST 268 4 i )... 7_. - O /rr TRIANGLE _,, 1 - _ l - — II - , CANTILEVER LIVING SPACE: 0 SF • N,, ----'1"-'----- SIDEWALK . --_r-` ss ----- 2 - _o ' WATER) .[:.' 7 — `- COVERED PATIO: 114 SF ,,,, ,,S,„-- --' 55 / I _� utib SANITARY LATERAL '' - ---- - DECK AREA: 0 SF N �.. STORM LATERAL 28.00' SW AMELIA STREET — SD LOT 103 o --r-St) - \ _ --s � ] c2 ` TOTAL COVERAGE: 1,734 SF PLOT PLAN °' _ - I 43.3 % 1 �.,� ,.,,�a 1r '� ,, v+ > -- IMPERVIOUS AREA: 2,361 SF o / ' v 1 __,;,_-----f _- - i Zi c7._ i 7 ,ZI-I-4-' , - ' .,. __ \\ — I , -/ ---"---\\--1---- ---- ----1-- \ I ‘,I 2 / / _ -"`"----------------- -21,1-- \-'` -11‘ - L_ _ _____ _ , , , _ — .„ i ,,2 7/ 7- or.._-__-:_---..--:---;:-----,_-_---3,----_- — - - -,--,- -. _=_-_—_-7-___—_=_-_--, , — ,0 _ - g_ 2 RIVER TERRACE NORTHWEST (503) 221 -1920 C JARD 0 / C ^„ PROJECT NO.: 395-037 O 2S1 W6 App(., Tannin TYPE: CONSTRUCTION f REVIEWED BY: PRE LOT 103 (R-7, MEDIUM) r�2� I SCALE Date. ! O ,o O RIVER TERRACE NORTHWEST o initis'- - % 17491 SW AMELIA STREET 1INCH=20 FEET 44 , 6X6 6X6.-- 4i--__- I:__Z: _ _ 6x12 HDR _i_ 1 cn A `. � U cn O ccd N 0 I10 - 0 < I cc i-. 1078� 3--)(1.2/ ( P3 /4 STHD14 �S9.0/ P3 4X10 HDR (2)2X1 HQ�l- Q IP OilSTH 1 4 -�- 2x LEDQGE @-- ST-ID �I (2)KING STPDS W/ TRI STUD IF it I i Ill EACH SIZE I . JL ji 1 L — __J Plan 3413 UPPE MAIN LEVEL SHEAR WALLS R LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 lir Er w Patioo 30.,-0,, 7'-10" 7'-11%2" lo I • I't4'-9" i I i1 -7 c I w I I I M I I I I I 6-0 510 F 27_6 5-13 SH I I II 6-0 5-0 SL I I 10 a . I I .--1-D-2)2 2 I I D2 `o I I I Plan 3413 , , MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" s / PATIO WIDTH VARIES PER LOT 8f/- 8 3/i 6x6 PT PO T---\ 1 _ I 6x,�6P; POST coI-- 16 A THICKENED I L__ D2 SLAB EDGE 1 w Lu 0 io 31/2" CONC. SLAB 10 /10\ EE P3�/8\ 11--V-511 Luo w X56./ X51.2/ wb CP3).- o `• (1,2) STHD14 o N iSTHD14STHD�4• , LL • I i>'I I- T . I I• Z f 3&4 1 T , -113/4 1 D1 wc3 I I �--21/4'' I s I \ I I 1 Plan 3413 _ FOUNDATION PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. //-s /cc, — Co_5"s 3 /: 1 ` 1 ' �,i .1 I I I ` �# I 0 LEGEND: t s r ' __ Pacific c al - 1 1 I _ SANITARY SEWER )A B.. _ -- — - I si, STORM DRAIN Community I , I ti Desi an _I-ys'j° , _ l� — — --I- __vw - WATER LINE ®� MANHOLE 12564 SW Main Street 277.4 / alk " cs"telt F!1, Tigard,OR 97223 i \. 269.5 1Ec F 5` u��k _'iy�i'aaa � '_ ,,.C` �=s.--.+.�--'� DATE �� 03941-9484 eCATCH BASIN ' s 270 272 8274 : Vie' _--_-- ®_...� . 10/03/2016 3 23.0' 11 ) STREET LIGHT f 1 (( rf REVISIONS y STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL ! -4-----------2 76 PUE .. a 21.09' — 1 I _ — --\--- — 1SECTION, — STREET SEE I III /1 I I I CONSTRUCTION DOCUMENTS �t 1-HR FIRE ' a,,,. ,e,= RATED EAVES j --11 -, .. it r 1 1 v� 103 110+ i1 1 1-HP. FIRE 1 i �� 4 SETBACK SUMMARY ~21at� " '1 i RATED EAVES I I ' b 4,008 SF 1 1 , I 1 FRONT SETBACK: 12' T` 1 BUILDING: 3413BR -� IIS— 3.00' 1 i SIDE SETBACK: 5' PLANT STREET ^ FF = 270.1 ��I i i 105 y STREET SIDE SETBACK: 10' TREE: 2" CAL. m REAR SETBACK: 15' GOLDENRAIN TREE/ 8.00' 1 m 104 I 1 l 1 ci. , I PORCH SETBACK: 8' 7. ti KOELREUTERIA �. 4 �� I o GARAGE SETBACK: 20' E PANICULATA 212 ; � GARAGE 1 I ; N ,..� ' , ►. ' 1 I I I i W 31 I I -43 1 1 I I 1 Z a 1 I I I I 1 `o , PORCH LITi 1 4 J �. '__— Q 0 _ o �— — — 1 '�'— — — T LOT COVERAGE: 1 , aC a �� _ _ I i C E - ,...._,_� J iO O O I N N 210 t{ a 25.89' __6.00'_ _ t j/", 4 x_22 13' 1 - PUE — — t.--- _ ly- LU _ LOT AREA: 4,008 SF w a - 16-03 — — 11 - - - - - RIVER lel, ' i1 _ f BUILDING FOOTPRINT: 1,469 SF 3 3 / '�'wrrr„ 2 0' _ T, TERRACE o VISION 8.r I __ - 269.1 ci '^ COVERED PORCH: 151 SF CLEARANCE �� 4 �. — - 163 4' - - �� i. I NORTHWEST is] A2 TRIANGLE ~,:'.`~ n"" ., '- -- -- - � � CANTILEVER LIVING SPACE: 0 SF SIDEWALK s o 7-1-, WATER METER - /,/ • �� _ /' COVERED PATIO: 0 SF �tiba SANITARY LATERAL SW AMELIA STREET , I SD DECK AREA: 0 SF o STORM LATERAL 28.00' S _ ,, __ fi LOT 103 �___- S "" 1 TOTAL COVERAGE: 1,620 SF M 68 „ -- PLOT PLAN � .,. \__ , _,,_ „x - - -\62 \ 1-4,-zii--- T' —7:1:417,--- — ''.4— 40.4 % 1 I 7- \ IMPERVIOUS AREA2,348 / f ”. SF if v / v I I r 7 s ,717 _ _ / — — — a RIVER TERRACE NORTHWEST (503) 221 -1920 0 C /„� p• 2 S 1 W V PROJECT NO.: 395-037 0 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 103 (R-7, MEDIUM) 0 ,° 20 co RIVER TERRACE NORTHWEST Z 17491 SW AMELIA STREET INCH=2°FEET ntiMa` �zPACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered wood products for today's builder^ souv e�ocK au The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGID LAM LV L RI GI DRI M- o. .n •u. , I� vows vROH Heave .�, ' �«a.°in� ,I rore�R�«e rr�orv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ��.• nasrru coons« ocKs " __ , seRnrro OS ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ea¢o FOREST vaopucrs uo r�ropesrvronucrs ��, ` �� e€cory rsP ?ae acs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to$20,000 per work infringed,and 6100.000 per work infringed willfully. j IIM1; 4' ' RFPI-JOIST _".�.�.�. \ CONTRACTOR NOTES: DE5/6N NOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 a'Z��.��gomM�+m=na.,,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPIBLOckINS PANELBWITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NT S. NT s. (UNLESS NOTED OTHERWISE)) OF L/480 4)USE CAUTION WHEN GUTTING PLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS r , SLEEPING AREAS: THI5/5 A PLACEMENT PLAN ONLY. 30psf 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. ROOFLOADIN6: _ PATIO ___I I--—_, PATIO 'urchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-1psf DEAD LOAD I _g1 i t I R1 R1 f l RI ` illi 1 10.-6" ' 1 3,-3„ .i _ 34 I, '—d- — h' e' " _ I I.1-- I -- --- - -- ---- ---_ ---- MEE—I ' PL 15-400(MAIN) �II I POLYGON 3413 ABP(NEW) I'� I' ' il _ ' Mrk* Material WIdth Depth Grade Qty Curt Lth Tot Lth R 1 _ J ,ill J II:'1- — J I - -- J II jil �.1 R1 055 RRRFPI-20 1 3/4 11/2/2 2q 16 144 5 I I J1 RFPI-20 1 3/4 1/2 12 14 165 J2 ,I - J2 RFPI-20 1 3/4 1/2 16 34 544 J3 RFPI-20 1 3/4 1/2 5 5 30 J4 RFPI-20 1 3/4 1/2 2 2 4 -- I — I, I __ I ' J5 RPM-20 1 3/4 1/2 1 32 32 Si RigidLam LVL 1 3/4 1/2 1.5E 3 14 42 II J2 �I, __ _ ' 52 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 IU d. ' II II I Accessories — I I -- ILii�t:J I H1 ITHO 11950-or-ITT9.5 5 Ii J2 I lei R1 - R1 Bi, �l N,1. I } II si i _- ri eu S 4 $#__ =1. N ®1 - LL s-t li J1 N n N. ' --- '. J1 o a- ' -J1 ! J1 ,1 J1 d1 ' 1 ' —J-11 I ' 1 II I I : B : _ d5 I— J:.1 ir : IID \ II IMPORTANT? START START I REFERENCE INSTALLATION GUIDE IALL FRAMING I FRAMING FRAMING I DETAILS AND I-RJOIST INFORMATION PORGH 1 HERE HERE 1 PORCH ' LEGEND: - Ha--HANGER GALLOUTPacili ., umber ® -SUPPORTING POST ' COMPANY ® -POST LOAD ABOVE & TRUSS R -RIMBOARD LB -LVL BLOCKING 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)85a-9653 JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 3415 ASP MEW) J -JOIST CALLOUT CUSTOMER: POLYGON PLAN DATED: 11/23/15 B -BEAM(FLUSH w/J0151-) NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAKI L.HENDER50N DATE: 11/27/15 BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL. 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING 4 4 Products PlotISTART FRAMING9-08-00 4 4 RM1 Length- Product Plies Net Qty RM1 42-00-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 ImoRM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 3- HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a, I, r N :N N N N N N N N N 0 0 0 0 0 0 ° Jo LL u_ LL u- u_ u_ Iu_ LL u_ LL a. 0, BM6 7-00 00 1.5 RigidLam LVL 1-3/4 x 14 1 3 I LL LL LL u_ LL u_ +LL rBK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L0 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 I 00 5-1/2 X 14 BIG BEAM 1 1 1LI BM 1 15-00- 1 05'3 ;Ia1. 1S2,1�=ri__1_ - �_�si,' L .1=1111.111 la II t'' -. z- 4-OOr-CO -o ,.,--1 IMI H 3�1• II' 1 (A� ! B A : • IBM < _:,� ACCESSORIES QTY � -- 0 II —— THO17140-2 44 II I Z j -II • © HUCQ1.81/11 5 IIF 'w HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' ®I ii HVAC 1 • ' FLOOR LOADINC Tei.ewil II O O. O `� ®. 'O OO ' BK1=BLOCKING 1 I II Il 11 O O M LL E E 5 5 IW`,$ RMI=RIM BOARD 40 LL IRM1] II a v Nil Ilo L` 2 LL, 15 DL II I'- LLI.11� REFER TO STRUCTURAL PLAN FOR ADDITIONAL I I POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 'I - I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I I "` fEK11_ I By I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA BM6 Vi) � -x e= :_'1 II Ltj,l .01� -1 3-0 4 I� '- � -- r1 --�n_�. IIs. - _. I� -- IBM6� RM1 1BM3F-_ B o ss0 Q I� � .�I/ � Paciti q umber d,START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. ii JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 34'0 r 1 CR • • • II • SJ 3 SA OD I :11 SJ3 p;iSJS -L. /Al I 1 04 a) — 6!12 _. Di; - 2 (5) 6:12 It C3 Lit ..... C4 415 Es Li? Eis C6 1101M2 A#7 Cl(2) T K A - v r ei. : r 11,1111 ,P.tr MUMS Aiiiit,, Mt2326 , sJ3 SJ A rill : 11.L:11!lifrr___%. , k SSC gif 412.0 -L– . ...wimmi mom" . re. _ti___.__ ,...L_,, c I,, 5 .- -440 SAX Air WA 6:1 P2 - _: • :12 P 8r 2 1414 � SJ2 / / BJ1 Pr . :1; , SA GARAGE 5 VERFY PORCH ROOF8PM 15-2' 4. 174' 2T4' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3413-B REVISED 11-25-15INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD ac h umber RESPONSIBLESIBLEFOR ALL NON TRUSS PLAN: DRAWN BY: REVISION-2. TO TRUSS CONNECTIONS.BUILDING :g 3413-B / B CHECKED BY: DESIGNER/ENGINEER OF RECORD TO COMPANY REVIEW AND APPROVE OF ALL a DELIVERY LOCATION: SCALE: REVISION-3.' DESIGNS PRIOR TO CONSTRUCTION. 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.