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Plans (99) Sp-o!4 - civ'i �i^r. ..i,,,,,.ui. . . .,rxt u • .. �'� iii• rnw�.�a..,- • • — j 278.1 I LEGEND: • � 276.2 •• • •• •• • • • . �� _ ss SANITAR•Y:EVER : • w Pacific FAM a �i) •., .� ,. . k ws2a;284'� 1�. 't;E , ,,.x qac_- .1_ SD on? nt�nity -- ----- a.o' 11. z7a STORM DRAIN UcSitm WATER LII •. ... N MANHOLE: . •• ' • • •• 2 64 SW Main Street • • • • t • : ••Tigard,OR 97223 20.15'— - - - CATCH BASIN • •' • ••• •• ••• • i [Tl 503-941-9484 27.55' DATE: 10/03/2016 4 I STREET LIGHT REVISIONS I F. ° i II STRAW WQTJtE•P�RIy1f.TF�'•�` .•• •Ng. DATE DESCRIPTION i I ' � EROSION CONTRC� •9 • • 1 • • • • • ••'1 • 1 •• • � .j �� STREET SECTI0�1,'SEE' • REVISION , f © CONSTRUCTION DOCUMENTS 1 108 T 3.00' 1 10 3.00' --i � N I 1 j 3,600 SF • I� BUILDING: 3410A 109 SETBACK SUMMARY \107 , el FF= 276.4 I FRONT SETBACK: I• I i ! ,o SIDE SETBACK: 5' \ : �0 i 1 p STREET SIDE SETBACK: 10' City of Tigard1-HR FIRE , 11 GARAGE , 1-HR FIRE REAR SETBACK: 15' v "oved PlansRATED EAVES i �� i RATED EAVES PORCH SETBACK: 8' E , i� GARAGE SETBACK 20' '�} $1 Ng Fl —PORC II , _ z 1, jQ 3�F3'z� • n I II , I 6.00 x : _;�.. N — c+�— 20.00' 1 PUE 9717111P J 1 274.9 — 16.02' 15.53' — ii�� C1!�r.�►�/i – 1 276 9 if 11 �9 0_ ` L — — — LOT COVERAGE: �, -- ' ---_ LOT AREA: 3,600 SF __ o i �' v ._' SIDEWALK RIVER OFFICE COPY -_ _v m ... _ BUILDING FOOTPRINT: 1,443 SF �, SANITARY LATERAL � TERRACE 3 A WATER METER -0 ...,,z STORM LATERAL „- S s� �� COVERED PORCH: 55 SF f PLANT (1) STREET / NORTHWEST 0 28.00 TREE: 2" CAL. CANTILEVER LIVING SPACE: 0 SF - B sp :pT0SUNRAic:REE! \\\ co ,r, = RCIDIPYLLUM _- \ COVERED PATIO: 114 SF o. SW AMELIA STREET i M — Q ' a cv .4- ' ' �' v ..... DECK AREA: 0 SF o � ____11....1--_ i� \ . LOT 108 w TOTAL COVERAGE: 1,612 SF ' PLOT PLAN am ; �_ � _ �. —... _ -All 44.8_ I - - f IMPERVIOUS AREA: 2,153 SF o_ 0 r 5 CJ v i CO c RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF T IGARDGo y� PROJECT NO.: 395-037 2S1W6App�'avc `iI �lat1C1 `' TYPE: CONSTRUCTION CO 0 3SCALE REVIEWED BY: PRE LOT 108 (R-7, MEDIUM) Date: 1zz �� 1D 0 CO RIVER TERRACE NORTHWEST Initials: _________. Z 17403 SW AMELIA STREET 1 INCH=20 FEET 1 4, t k • • 6f 6X6 • "' I. rir 6X6 •... • �• '� _ 6x12 HDR - • •••4•• '----cn - —I co •• s•..•• �' c5 •• •• tz vi- • • • N • • •.•. 11 10 0 I . • 0 < .. •ikii o Cr ••.• • '/8\ \ • g a . .... (...:3/�S1.2/ �$g STHD14 / 0,.:2../... s•-772;� -� ,—.L..__.-...__ 0 HDR ��ZST,HQ14 STHD14 _(2)2X10 HDR 6X12 HDR �4 --- -----i2) DR r- �:. . 2X10 H ( ---- 1 ,-- I I -,-- _ 1,---- 1 L. i 1( J -�i I i o I I r—8��i -L5-------� . E -__ I ; I I I --, I I �� (2) RING STUDS X1'0 �L_--_-_--_=J JJ -L —I—--i------- III W/ TRIM STUD I - 111 1 Iii (-,EACH SIDE MIN. I X2 N Plan 3410, MAIN LEVEL SHEARWALLS UPPER LEVEL FLOOR FRAMING 1/4" = l'-0" ENGLISH REVIVAL- Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 P 1.-I • 14'-33/8,,: :. 0_ L,_, Patio • w 0 34'-0" `j 7'-111/2" • T-10'' • .'-1�2" -,(2 I I_ w ' t > 1 2 615-0 SH 6-015-0 F 2-6 5-0 SH I I • o rl I I , t IMk -- `° D2 oii ::I - Plan 3410- 1/4" = 1'-0" MAIN LEVEL PLAN ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3%8" PATIO WIDTH VARIES PER LOT 3 6� 15'-11Y2" 8 4' 83/4" t i 6x6 PT POST \ ,• 6x6 PT POST i N.,,,,,,t‘ N'ct \- �I J THICKENED 16 �_E,.. o r SLAB EDGE D2 4'-67-7 /6"410 , 3'-6" / T `° 3% " CONC. SLAB I( W Q /8 W I-0'-5" > CD S1.2 $ I z /1� P3 /8\ N � "' ab \S6./ \S1.2/ / .STbQ14.__ ]L r—*/ -- r - II t 1-L_ � -J , r &4 -2�/4" L-T-J -113/4" 1 i D1 D1 I / �' F3 �--18X18X10 FTG j Plan 341Q FOUNDATION PLAN 1/4" = l'-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 & A7 MA-10 I, This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. i /1S r.Pc/ — 7 14 g9 I LEGEND: 278 1 280.1 _ i -- SANITARY SEWER Pacific _ � wail ;, .. .re,is42 Community �' 280-282=-- `L STORM DRAIN j ---- �_ - WATER LINE Desi n 12564 SW Main Street • . 0 MANHOLE Tigard,OR 97223 1 I; 26.88' I I CATCH BASIN [T]503-941-9484 DATE: 10/03/2016 I I I Ie _ I l STREET LIGHT REVISIONS r STRAW WATTLE PERIMETER No. DATE DESCRIPTION c I. 4 1- r EROSION CONTROL o STREET SECTION, SEE � I 1, l i d I © CONSTRUCTION DOCUMENTS I I 3.00' rl j' 109 �—� ' 3.00' ,... C 3,600 SF , ' dp 6' BUILDING: 3413DR ' o SETBACK SUMMARY 0 11 108. 7' j FF= 280.4 ' FRONT SETBACK: p _I 12 I i i IS% % I Q SIDE SETBACK: 5' N ' l� ;Nr. N STREET SIDE SETBACK: 10' 1-HR FIRE ' I, GARAGE REAR SETBACK: 15 _ ' 1-HR FIRE PORCH SETBACK: 8' i °' ' ' RATED EAVES •, ' RATED EAVES T I GARAGE SETBACK: 20 �� Q I� = i ,E I I� J , T— I - € co I ' C III I ----i� �„__T IS PORCH I 0 1 �� I 6.00'— N j I 20.00' L PUT 0 276.9 16.07 -- o n� ► # , v89 LOT COVERAGE: co 4 \ ..,, N i N \ ~ �, \ LOT AREA: 3,600 SF w _ SIDEWALK `^ �� RIVER 5 Lu v _ L; �\ / t — BUILDING FOOTPRINT: 1,469 SF WATER METER I j SANITARY LATERAL y , 1 TERRACE 1 c. 1 PLANT (1) STREET B COVERED PORCH: 114 SF NORTHWEST STORM LATERAL CANTILEVER LIVING SPACE: 0 SF 0 4 28.00' TREE: 2" CAL. ���....._- A,SD —]— SD KATSURA TREE/ SII - co o Lo 0. CERCIDIPHYLLUM — - COVERED PATIO: 0 SF SW AMELIA STREETw % W/ JAPONICA A NICA - DECK AREA: 0 SF N �. t �to . ��. . _. _ o 1/1 \ IIMIx 0 LOT 109 -, - ' i 1 C. TOTAL COVERAGE: 1,583 SF PLOT PLAN r M / � // — —j 44.0 % c — — — — — IMPERVIOUS AREA: 2,137 SF 0 — --I I— — — —I I T — — — I I I — a 0 EL .5 U 0 CITY C-' IIGARD 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Approve: :: 7 Planning �� PROJECT NO.: 395-037 2S1 W6 Date: 14 lt-e TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE CO LOT 109 (R-7, MEDIUM) Initials: Pcy-- 0 10 ° RIVER TERRACE NORTHWEST a 17387 SW AMELIA STREET INCH=2°FEET Z 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 0 0 Products START FRAMING HERE 9-08-00 4 PlotID Length Product Plies Net Qty RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00 00 1"x 14"APA Rim Board 1 1 RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 g—m—P F9 tl_A" p 7 iL_p b—p Irl, _g p_® 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 II 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 i I 9 _' Gl !` N- IN ;N IN N N N N N IN N.' N 4) ,� 4 4, o 0 0 0 0 0 0 0 0 0 O BM6 7 00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 !O0 o O LL LL LL o o '0 LL '.LL LL '.LL LL LL LL LL LL LL 1 LL LL LL LL LL LL LL LL 10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II`" 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 I BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o- BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 I14D 9,r BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 A / 11-05-'3 40,Tom i It d_ �.—sa_� „,BM1,___„_,_ ii B ' 3-C6-14' = _ �• '�! =e_ . .....i ACCESSORIES QTY ® II ® TH017140-2 44 11 I II © HUCQ1.81/11 5 2 II 'CC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' 1H I II1•111114 1 , FLOOR LOADING I I I II BK1=BLOCKING 40 LL IRM1I, I LL1 LL o II LL LL LL LL 0 ILL, ,01 IL IL 'ILO RM1=RIM BOARD IRM1 l a v v IIOI o o 15 DL _ REFER TO STRUCTURAL PLAN FOR ADDITIONAL m'Y � I POST TRANSFER BLOCKING m AND SHEAR BLOCKING REQUIREMENTS. I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I -- _ -K1 . B FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 1 A�BM6 -- _ - I II � _ -. PPP =-,,•,,,,..._.E.'77-1f.; r .-- -,-..:- II ,-a II II II lz11i9- .0 1 u IS �\ FBM61 IRM1i 1BM3� 6-08-00 o I/ � /�I/ � I Pacifi umber 1� R4 0,► START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. J . JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" m-x' �- quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI I]• _ M i�� w��'D�I WaK� �" K die AA L K m,o-n�a souv e�ocK Au rt..-� rowsvzor neve �I .« , I' III .o eena�xc es�orv. Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other ' PBR VE'*1/Aell BLOCKS TAIL,e.MATCH product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Rosesmva rayssr►aoa ces uoesaImO focEsr PRODUers \/ ' _------ - / BEAR,.AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `� BELory TO POST ABOVE. penalties of up to 520,000 per work infringed,and$100,000 per work Infringed willfullk II� ' RFPfJoIST --> ����I a ,r r ucz ,,,,,,,, CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS M,,,,�„a,,,„,,.,Po,,,,-„,„„'”°-'"°"H 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD !UPI'BLOCKING PANELS MTHsebRlus HALL ABOVE POST-LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Ars. NTS. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD I- SHEARWALLS t 2psf DEAD LOAD TH/5/SAPLACEMENT PLAN ONLY. BOpsfLIVE LOAD: 1 This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/structural plans.Verify all 1 shear wall blocking placement and connectors ROOFLOAD/N6: PATIO I---I I__- PATIO Purchaser responsible for approving this 25psf LIVE LOAD 1 I I ayout prior to any construction. 1 7psf DEAD LOAD 1 I 1 1 1 1 R1 R1 I I I r R1 I I. J2 � 0' 1 -3" Mil 10'-6" 13'-3" i - _ 1• a I_10 -. i - I MIII=111•111111= a I 1 I —I I,— I= I PL 1 5-400(MAIN) a J2 ,I, _ I� I� I POLYGON 3413 A517 NEIN) I' Mrk• Material Wldth Depth Grade Qty tui Lth Tat Lth _� III It rl J31 BLKGRFPI-20 1 3/4 1/2 20 3 60 „I. J' J°7 _1 R1 OSB Rim 1 1/2 9 76 144 I - - -- ----- - J1 RFPI-20 1 3/4 1/2 12 14 168 - J2 I I II_.111111111111111111 I. I J2 RFPI-20 1 3/4 1/2 16 34 544 I� ( ail I J3 RFPI-20 1 3/4 1/2 5 6 30 1 1 If I _ I .14 RFPI-20 1 3/4 t/2 2 2 4 I ;I J5 RFPI-20 1 3/4 1/2 1 32 32 ,I I, I - B1 Rigid..am LVL 1 3/4 1/2 1.5E 3 14 42 _ _ II. I 52 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 III1 rilpWIIMPAvilat �1IJ U �I',�= III1 Accessories 0OI III H 1 I THO11950-or-ITT9.5 5 I__________________ ' �Ii R1 R1 I� _ _. �IiJy J2 B1 II J1 I, J, I _ -J-I I II. J1 I 1 1 J1 J1 IL1 J111 _ _I ..,,I;. 15211 III L 9 J-3 . J3 II lit 41 1,"-k_,„, � J-3 n IMPORTANT/_ I START START REFERENCE INSTALLATION I ii- GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORGH ' LEGEND: o--HANGER GALLOUT Pacdl1-° _ umber ® -SUPPORTING POST ® -POST LOAD ABOVE & TRUSS ''`.. COMPANY R -RIMBOARC, LB -LVL BLOCKING 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 JB .•JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 541 3 ABD(NEW) CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/2 5/1 5 5 -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAM/L.HENDERSON DATE: 1 1/2 7/1 5 BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN) SHEET: 1 of 2 341 r 1 w.... _ CR Ci SJ SJ1 SJ2 sJ2 { .4111111 sJ� v` ., V 41 II.", ,. C4 I10'0112' 1 C5 26.111 9.11 X9:12 b c4 ma a ..: Ly• - A 6.4!1 ._. V:1A a• . Al MOW �1 SJ3 SJ IF: .,. t + :1s 11111 SJ2 -..r Frei w Ns .- 8J1 I, r 41 / 1 • rop .,... iF ! 1 v Ws g / / r alp / / I I 1.1 15'-2' 4 GARAGE I 2T4' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENTONLY.REFERTO TRUSS CALCULATIONS AND PROJECT TITLE: ENGINEERED STRUCTURAL t REVISION-1: DRAWINGS FOR ALL FURTHER 3413-D REVISED 11-25-15INFORMATION.BUILDING DESam ' DESIGNER/ENGINEER OF RECORD --..,, um er RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY.• REVISION-2: TO TRUSS CONNECTIONS.BUILDING 3413-D / D CHECKED BY: DESIGNER/ENGINEER OF RECORD TO T` COMPANY 0 M p A N V REVIEW AND APPROVE OF ALL LAS DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. y 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.