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Plans (115) At 57)-0/C.--(iv.r,Tb LO t (Q 7 / 7`-/.L/ St.., /0`t-t-irA s7 I: _J L— — — LEGEND: . . • • • • • • • . 276.2 • 274.5 SS SANITARYitiVER : .• - Pacltic PS 274 280h6 . . • • Co munity a' "278 _.—.—_ ,---........= STORM DRAIN , ,�,_ __ :276 SG Desi11 32.1' 8.6 ( w WATER LINE c .4, ,) • •• ... • • 126A4SW Main Street l - ��, - y — — _ _ MANHOLE •• •• [1 ,OR 97223 �� 118.69' �( • • •• • . • •[T]503-941-9484 Approved Plans — — I _ — carcH BAsrt�. .•. .•. .y . g• •CATE:� 10/03/2016 - 24.88' ____ � I_ I STREET LIGHT REVISIONS By'.__E\A_ .,. F 3 �\ - I; 1- I r° STRAW WATT1E PERIMETER •I. • Yo-DATE DESCRIPTION I 1 I I 1 i EROSION CONtROL: ;.• • P. • �• � L_► r-� L • • • • : •• : : • • STREET SECTION,•SE1E •• .. Sc -1-HR FIRE 0 CONSTRUCTION DOCUMENTS i 1 \ 1-HR FIRE I1 ♦N ! 107 i7- RATED EAVES 1 RATED EAVES 1 3,608 SF 1 1 I�_ — - 3.00' J _ SETBACK SUMMARY BUILDING: 3413BR • I 108 REVISION 1 FF= 276.4 • I ? FRONT SETBACK: 12' 106 Ay: I I SIDE SETBACK: 5'3.00' N STREET SIDE SETBACK: 10' I' 1 N GARAGE • I REAR SETBACK: 15' PORCH SETBACK: 8' 1 y GARAGE SETBACK:,_ 4 20' _ o L � ��1 I PORCH A. I �r- i �_ x�a d , 5 -- �—tty- I0 1 iii____ _ _-I I 6.00''_—_ 1 Jr 7 ,� N ' II --=—_,_-'� — 20.00' PUE a o 30 _17.73'10.9 — — + — - - - //AL OFFICE COPY _______i__-- — — — 274.9 -r LOT COVERAGE: M c‘iN„ — \ — LOT AREA: 3,608 SF C � �.. �4 RIVER r UJ m %1\�SANITARY LATERAL _ = SIDEWALK Na illitk. 1—\\,- __ 41., .._ __ IBUILDING FOOTPRINT: 1,469 SF __ , a !� I I / TERRACE �, o WATER METER �___ 5 � f : ' s COVERED PORCH: 151 SF � NORTHWEST �� , 1-- PLANT (2) STREET o — / 1 TREE: 2"CAL. STORM LATERAL SW AMELIA STREET/ CANTILEVER LIVING SPACE: 0 SF KATSURA TREE/ – SD 0 28.00' sb,----- - s CERCIDIPHYLLUM COVERED PATIO: 114 SF rn 0-- \\ , -<- M-- P-, : JAPONICA a N ---_ y tv� 6� ____„,,,,._------ 4,; y. — .- �. DECK AREA: 0 SF — �,: 'k;- ___, 2 , - LOT 107 co' _� 1. I+ 1 ) TOTAL COVERAGE: 1,734 SF PLOT PLAN jar - ...—_ I H —1 48.1 r3 1 - 1I -- 1 I I _ ' -- f — — — — — — IMPERVIOUS AREA: 2,252 SF o — _— T Jr __ I �- g),',", RIVER TERRACE NORTHWEST (503) 221 -1920 (iiP .> CITY OF TIGARD 0 s 2S1 W6 Approved by Planning PROJECT NO.: 395-037 TYPE: CONSTRUCTION r. Z ZSCALE REVIEWED BY: PRE LOT 107 (R-7, MEDIUM) Date: 20 RIVER TERRACE NORTHWEST 10'1:: '5: �— 0 17421 SW AMELIA STREET 1INCH=20 FEET Z ••.o" • t•. *4• ' *. • •••• 6X6 • ••••• 6X6. • 1 iii. ..1. .., •• •• 6x12 HDR _ _ ___{_ • • • L - •• •• •••• • • w U u-) • • •• •• O • • • • •• • • • • • cN • • • • • LL N •• •• O ICo — • • • • • O Q • • • • I • • C1-: /8\ •• •• \S1.2/ ( P3 /4\ STHD14 (P3 \S9./ \ 4X10 HDR (2)2x1 n HQ�1_ Q •I STH 14 2x LEDGE TST-ID 4 ----- --- r - - Q B-- � ---\ Pi------- -----� 1 (2)KING SDS 1,--/ , - 1 1 W/ TRI STUD I(� II 11 i , III I I EACH SIDE !M►(V. I\ -�J i i l �I 1 L--.�J I 1 Plan 3413 UPPE MAIN LEVEL SHEAR WALLS R LEVEL FLOOR FRAMING 1/4" = 1' o' AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r l a _-� Li., Lu Patiotz . `° 3 '-0" 7'-10" 7'-11%2" i 4'-9" t �f _w 6-0 510 F 2,6 5-1D SH 6-0 5-0 SL (f:713 .) 1—N-L— • • 12a. D2 `O I I 3 Plan 3413 , _ MAIN LEVEL PLAN 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio 34'-0" / PATIO WIDTH VARIES PER LOT 8/3/4"�3 /s, 6x6 PT PO,ST--\ ,6r PT POST r----1 16 A THICKENED 1 L__ D2 SLAB EDGE a- w Lu 0 31/2" CONC. SLAB 6./ CD( 1.2/ a•o P3 0 c1:73) STHD14 0^ Q > mi. f_STHD1 __7'_- STHD14 \ i \ i >" •• -I -113/x" I 3&4 1 �- d l- — D1 I 1_,_i ` I -i- Plan 3413 _ I 1/4„ = '-0" FOUNDATION PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 DATE: 03-15-16 BULLETIN SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. MA-10 /7s7r1 _ e>p s 3 - L 1 -J I [-- — — — [ LEGEND: /" -- - —276.2 ', A • Pacific —' 274 5 SANITARY SEWER f, b z74"1278280 ---. = ..�.. i ' tU; emmunity -z76- �=- �"-- m ----= STORM DRAIN Community p .au �p x . 32.1' i _2...__ . 8.0' 1 WATER LINE D 1gL1 12564 S W Main Street .- 1 1 - G MANHOLE 1 Tigard,OR 97223 — — [T]503-941-9484 i Tip— � CATCH BASIN 24.00' I __ - DATE: 10/03/2016 1---- le -- —i ( STREET LIGHT REv[s[oNs �� i STRAW WATTLE PERIMETER No. DATE DESCRIPTION 1 -� n EROSION CONTROL • E- STREET SECTION, SEE i 1 r- 1 , I I 1-HR FIRE CONSTRUCTION DOCUMENTS 1-HR FIRE 1 I I� 4 107 RATED EAVES RATED EAVES I 3,608 SF j --- -�— 3.00' BUILDING: 3413BR 108 SETBACK SUMMARY 0 1 FF = 276.4 106 I as • ' _ FRONT SETBACK: 12' I 1 I d SIDE SETBACK: 5' 3.00' / N 1 STREET SIDE SETBACK: 10' I 1 I REAR SETBACK: 15' t I II N GARAGE ; ' N I A ; PORCH SETBACK: 8' 1 ♦� I GARAGE SETBACK: 20' a i 1 q T L — co ; �_ I 1 PORCH ii o ---, 1 �. i' — _-1 I 6.00— — N III ' it _ L 20.00' — PUE__D 0 17.73'- — t , -273.0 J — — — — — — 10.99' —274.9 o __ - — — LOT COVERAGE: t — LOT AREA 3,608 _ �.., , SF a SANITARY LATERAL 1 1 , SIDEWALK RIVER _- '- , BUILDING FOOTPRINT: 1,469 SF � - i TERRACE R _ WATER METER 1 155:. J PLANT (2) STREET , COVERED PORCH: 151 SF NORTHWEST ELIA STREET TREE: 2" CAL. CANTILEVER LIVING SPACE: 0 SF o E.I3) STORM LATERAL SW AM KATSURA TREE/ ; SISLO s \0` 28.00 _ __._____ sr -- �� m CERCIDIPHYLLUM COVERED PATIO: 0 SF co / _. Nj - v t0,j--L---X-----` r. APO A a — T _ DECK AREA JAPONICA SIT... ' 1 - LOT 107 - y =3 ,, _ _�_ �Y TOTAL COVERAGE: 1,620 SF PLOT PLAN 0 v • 1 — 44.9 % c — j 't _ _ __ — — — IMPERVIOUS AREA: 2,241 SF a - - - -�, I -- I — - no U -=-4------____ I ! �- O r4 I--I I Til 1-.---- '. ____..I ! , !Ii t_-.._- [I 71 ' OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 CIT1 ,` � �, Approve,: ~. / --p a n n i n g PROJECT NO.: 395-037 2S 1 W6 } TYPE: CONSTRUCTION O Date: 11 I ' ,k} SCALE REVIEWED BY: PRE LOT 107 (R-7, MEDIUM) 10 ° "' RIVER TERRACE NORTHWEST Initials: a 17421 SW AMELIA STREET INCH=2°FEET Z • ROSEBURG FRAMING SYSTEM PACIFIC LUMBER COPYRIGHT 2014 '" ` `°"y" "" -.W. Al ' quality engineered wood products for today's builder i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. wuv BLOCK Au Theplans maynot be re-used or copied, _ w�:,«o..a. �j Posrs PeOh AeovE d whole or parthe plans. Use of permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM" .,.*,.. (I ,o -,7_,: SE' company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other m"awn » nas,Au sOu.s«s�oCKs ___- _ , product supplier other than Pacific Lumber Company Is strictly prohibited.unauthorized use or aostsaRG,FOREST MODUCTS NOSIRS IPG WREST PROW= SIE/ ' --- --- -` BEAR,.AREA or BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �� •••'• `� BELOW TO POST ABOVE. penalties of up to 520,000 per work Infringed,and 6100,000 per work infringed willfully. 101140rRFPI-JOIST IIS/ ; i . saa�,,,. \ CONTRACTOR NOTES: P55/6N NOTES: °°°°-."a:,Poem, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 5Y5TEM WAS ,_,«,.«.,,� ,„.,.„.-,. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPs BLOCKING PANELS wart BEARINs WALL ABOVE POST LOAD TRANSFER DETAIL 31 ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.T.S. 57.5. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD r SHEARWALLS 1 2psf DEAD LOAD 7 THIS/5 A PLACEMENT PLAN ONLY. Sops f LIVELOAREAS: 32psf VA OD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all PATIO shear wall blocking placement and connectors ROOF LOADING: PATIO --__1 i-- — PATIO 55urchaser responsible for approving this 25psf LIVE LOAD I1 ayout prior to any construction. 11psf DEAD LOAD I 1 L_ R I R1 51 -i 1 I t R 1 ion J2----: _ I 10'-3' — _10 S 13'-3" 34'-0" - i''� J2 • -- -- I11 J2 _ I; lI, 1 PL 1 5-400(MAIN) I' • '- " _3 POLYGON 3413 ABP(NEIN) _ • _ Mrk a Material Width Depth &rade Qty Gut Lth Tot Lth R.1.R.1. _ J;.:1'1 i, 11 _ 1/250 — — --- ---- III — 21 R11 055 Rim PI-20 3/4 1/2 20 16 144 J;1 ..1 lir 1 J1 RFP1-20 3/4 1/2 12 14 168 J2 I J2 RFF1-20 3/4 1/2 15 34 544 _ _ I i' J3 RFPI-20 3/4 1/2 5 6 30 ---- — J4 RFPI-20 3/4 1/2 2 2 4 I' J2 1 JS RFP1-20 3/4 1/2 1 32 32 J2 81 Rigidtam LVL 3/4 1/2 1.5E 3 14 42 'I - �` _ _ _ • 52 BIG BEAM 3 1/2 1/2 2.1E 1 & 6 J2 .k U U - -- J2 — — Accessories O 0 I H1 ITH01-1950-or-ITT9.5 5 Da J2 =5 .p I M 9 -Bt J1 _ 9T-.B1:::- .. _ I _- -- d ® K re si J1 -d1 ry N J1 R' -1 J 1 -d-- J1 -d1 J — — LI E536 r 12 i J 1 —d3 I I Jo - J JJ JB �J3 C. JB L-... � .1J IMPORTANT"! I \ START START /I REFERENCE GUIDE FOR ALLFRAMING1 RAMING FRAMING I DETAILS AND I—JOIST INFORMATION ' PORCH 1 HERE HERE 1 PORCH ' LEGEND: - ,. 0--HANGER CALLOUT Pacifi Kumber ® -SUPPORTING POST & �'` COMPANY ® -POST LOAD ABOVE TRUSS+ R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 LB -LVL BLOCKING JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 04 1 0 ASD(NEM) CUSTOMER: POLYGON J -JOISTBEAM GALLO(FLUSH T PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAM/L HENDERSON DATE: 1 1/2'f/1 5 BBO-BEAM BY OTHERS SCALE, 1/4"- 1'-O" FL 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 o a Products FRAMING �� N 4 PIotID Length Product Plies Net Qty STARTFRI 9-08-00 R RM1 42-00-00 1"x 14"APA Rim Board 1 1 �� RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1I RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 II'`/ O HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 II 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 W r NN N N N N N N 'N N LL LL ;LY LL LL ILL LL LL LL LL BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 0 0 to 0 0 0 o LL LL LL LL LL LL LL LL LL ILL 'h BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 I BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 A 14�Q it BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 9 i 005:3 I K1 1 a0.1 L 5{BM _ a ___a___La_-1_,..._, LBM -v rte -ems z- ate- A e -17-34-1•rl' .= I_ .,cy,..��_ - _ ACCESSORIES QTY IRM1I :K1 N 0 TH017140-2 44 © HUCQ1.81/11 5 �I HVAC EC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' cc m I II BK1=BLOCKING FLOOR LOADING 40 LL IRM1I 1 ,' V x.1118 LL. LL p C') 5 11 U- 5 W.LL" RMI=RIM BOARD 15DL I LL LL LL:IiLL1 LL LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL - POST TRANSFER BLOCKING m m I AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 I IF K1 $18,1 BM FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I LL IBM6r : II II B ,�p d - - ,'=-� .,i II II 0 a BA jM 1,r..1-1•0 I II II -tom `�- [BM6 RMI - JBM3I _ /9 6-08-00 ,9 III I=`i it Pacifi umber 44 �' START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 341-06 r 1 CR 4, ..; - 3 S:(11 SJ 3 sJ1 SJI 1, I 1. SJ2 r .�, 04 (2) — •!12 11. a (5) 6:12 L _.. c3 h NS C5 '4 — ES I WHEN I— -r ' I C7 2) . Huai:7L S :1 �7Y►7 A. AZ T Sep q muss 1 _ /N.. N UMBI ,r SJ3 lo A -SJN 11� �. - ( -I- -'T-,� k;um re 4 re SI1x Pr'-. 1 `1 8:42 . ''T 6:1 P2 :12cm 2 1147. %,.. SJ2 1 3:1: 8J1 tmma V VBIFYPORCH ROOF SPAN 15'-? 1- 17-4' 2T- ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND REVISION1: ENGINEERED STRUCTURAL 111 4 - PROJECT TITLE: DRAWINGS FOR ALL FURTHER 3413-B REVISED 11-25-15 INFORMATION.BUILDING B DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NOB-TRUSS TO TRUSS CONNECTIONS.BUILDING k 3413-B / B CHECKED BY DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL TRUSS COMPANY 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.