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Plans /-/S 7 20/6, -- oo 3 O /33.0 $&'/g`., i fi,f l4llA ' y!' t7 14 1 1, \, LEGEND: - 82 LI , 83 pj Ii II Ilf /{ —ssSANITARY SEWER II PacificL tit I d' , '' '^ —SD STORM DRAIN Community ! 1 ,I ( , - // Design i 4 ;/7 ;rigaw WATER LINE � ; 12564 SW Main Sheet L j �. - 1 � i® • MANHOLE Tigard,OR 97223 ‘j1111 s�l m 503942-9484 I ' ` !I ■ CATCH BASIN �rj ' ' DATE: 1/6/2015 255.5 I % _ I \\tls II • ' STREET LIGHT 257.3 \ REVISIONS "1` fi STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - - - - - 48.2 // o ! �,� o ( o EROSION CONTROL 01114—4.4.4114 411114/114110-41.4111,01.4/.4111,01147‘4•741446041114• 4" 1i ii 0 1` 0; 4 ' I -� ;i i �I % STREET SECTION, SEE 1 17.16' ''. 4_ _ /JS I, / © CONSTRUCTION DOCUMENTS I I f , I 25.16' I C� y T 1 PLANT {3) STREET `I -1 1 II . 7 I ' TREE: 2"CAL. I i I:. ii I JUNE SNOW DOGWOOD/ SETBACK SUMMARY r i 1� ,1 1)• , Ip ' CORNUS CONTROVERSA I: 1/ ' '; /1 i,;'JUNE SNOW _FRONT SETBACK: 12' a 10 I r�j SIDE SETBACK: 3' ' 1-HR FIRE 1% BUILDING: 3B '1 1 ` 1 'i'I N tl..� STREET SIDE SETBACK: 8' I ' I FF=259.6 I I�`- ,,/ REAR SETBACK: 3' / 1 ��iI1� RATED EAVES ',1% i{ /I '; PORCH SETBACK: 8' ' �j/ 64 I\ � '. 4 // II I 4 ' i 10 4,292 SF II \ / u 1 I 65 0 1/ it \ n r ` 'i 1 �I i / I # E 3.00' I i$ 8.16' II �IIl..i N If1/ r: 1 I 1/ GARAGE r, ° j � � 'I i 1 ii (A) /7 LOT COVERAGE: o ( / h� �� ; 46.00' H I v II l! . i /1 �' PUE \'''' i, /1 1 —PORCH ' ' LOT AREA: 4,292 SF `T-6.00'LROOT PATH—� II 36.00' K • 1 I a 11 1=m RIVER PUE j _� ,,j i�" I 1 N l„ BUILDING FOOTPRINT: 1,569 SF — II -21.84— / I 'I ` I�j) Il4 TERRACE ° L,- PLANT {1) STREET —_ I! '— _ —14.74'. / 11 ;i �` TREE: 2" CAL. �`, i f�'. �1 �{ �I COVERED PORCH: 161 SF NORTHWEST N _ YELLOWWOOD/ - 4 ,/I A • o 2E08.3 al 0) ` '-� 1L . CANTILEVER LIVING SPACE: 20 SF I " CLADRASTIS 34.2' X; p — KENTUCKIA 257.2 VISION CLEARANCE TRIANGLE o f I 0 I` �I,_., �/ �. COVERED PATIO: 0 SF ig ,\v1 OK W r r \ /( DECK AREA: 0 SF o '�\ �� �✓ z i i LOT 64 a. Mr WATER METER Q > I;\ 111 TOTAL COVERAGE: 1,750 SF PLOT PLAN N 28.00' 1s 9D 50 STORM LATERAL \ _41 40.8 % i B SS SANITARY LATERAL 3 s5 m .'jj IMPERVIOUS AREA: 2,407 SF cI" 0 �5 / \ / SS �. �S3 awl SW PUMPKIN VALLEY TERRACE 1:6 i�; 1 I I, 7ihk_ I 1 v1 i I Ar-IP . I litV /c = I � �– /4. ��" ISCITY O TIGARD RIVER TERRACE NORTHWEST (503) 221-1920 Approved by Planning 0 O C q /// PROJECT NO.: 395.037 2S1 W6 Date. I (p"4e TYPE: CONSTRUCTION I, LOT 64 (R-7, MEDIUM) Initials: 1 E �C!/ SCALE00 REVIEWED BY: PRE 0. RIVER TERRACE NORTHWEST 0 z 13309 SW PUMPKIN VALLEY TERRACE 1INCH=20 FEET z "__ c �, 6X6 6X6 r I --7 s' < _L_ _ _6x12 HDR _.L�_ _ _ _ _� Cr Lu U (n O N CD O I- o O <C 137" , (2)TRIM ,,-,71-/4"/ /4\ /g\ /4\ /g\ 0 STUDS C 4 9,/ /\1.2/ CP3) \9'°/ 743 4 \31.2/ IA E.A. END �� ► —a__ x.9--�L 3 HD\ -J Q . . H__ HDU4 -- 10 HSR -- -- _�---- � I __ -- ' j 4X10 HD s 4X1 3 HDR C Q `�j ___ �\ I �I r TYP. A- ADJACENT a v ' �'\\ Ire �I c� , WINDOWS ;1)2X6 KING MAIN LEVEL SHEAR WALLS Plan 3, UPPER LEVEL FLOOR FRAMING s 4 ' 1/4" = 1' 0" ENGLISH REVIVAL- Optional Roof at Patio i Q y PA110 WIDTH VARIES PER LOT 0 1 rH D2 1 • B w • . . . : . A8 .Patio I, I• . CO I Lu iI > 6, 1.., • 4'-552" y 4'-5 I0 t. • • 7-0 5=0 i XO.X SL 3-0 -0 S 1 I 5-0 5-0 F 1 . O P Ci -:-1 n i n Plan 3 MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 37'-0" " PATIO WIDTH VARIES PER LOT 83/" 19'-0" 6x6 PT ;ati , ` ^POST 6x6 PT POST • 16 THICKENED r L- --J SLAB EDGE _ D2 3_ Lu w m 10 0 1 3%" CONC. SLAB 5'-0" , - cr) Lu E Luc, • T.O.S. Wiz `O D'4. -1'-3" P3 -0'-71/2 ao HDU4 P3 N, r ' i'� I .r. _-`� ,. ./.... [7777.7'. ..... ......... . ...... . . . . I I HDU4 . . L. . . . -----.-.-.� . . .�. . .�---.--- AC4i� J. 11a LLa 1. . Plan 3 - _ 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: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 1 - -°- PACIFICWMBERCOPYRIGHT2014 R©S BURG FRAMING SYSTEM" " "° . " 1 quality engineered wood products for todcwt builder '" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. -' --� .,o,,,,....., SII II ��' The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber R��'Ds.I'1�_ ■ �D■\1 „ SOLID BLOCK �i1/ ` K vows rww weave „b0 '�,» ro ee..R,»s ee�or� Company,which retains copyri;ht5 Co,and ownership of the plans.Use of these plans by any other ,IY ' esr..u.saws»e�oc»s supplier other than Pacific Lumber Company y prohibited.'� 1 -.r. ,III =1711==.gproduct PP mpan Is stric[IInfringes Unauthorized use or �� R :ir7lh n¢Lk�/fCtS - --__ sewn,»s uui.of e�ocss copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / \\ / sei.orr ro.usr sauus penalties of u to$20,000per worK infringed,�i `� `� p p nged,and$100,000 per work infringed willfully. NI RFPIYJQisr � -, r rl CONTRACTOR NOTES& 125 1614 NOTES+ ».»rd..n,.Y., Cr('� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS . ..... .•s.,,.,»„s., G D TL G /� 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR °° U {,i (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 2fPfsl.ocKwsrANSLS rvrrH eElkNb rvAu.ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA i-'£''f i(' a-•r , (UNLESS NOTED OTHERWISE) OF L/460 H.rs. n.rs. 's._.- # k 'UP 1 1 iA 4,i4)USE CAUTION WHEN CUTTING pOR LOAA/Nb- — T zF FOR PLUMBING gg,�[1_IN� 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD LI 1 ",, , Ei ✓E j .' SHEARWALLS 12psf DEAD LOAD START START 774515APLr4GEMENTPLAN ONLY SLEEPING AREAG 30sf LIVE I FRAMING FRAMING I This layout is to be used in conjunction with 12psf DEAD OLOAAD HERE Architectural/Structural plans.Verify all I HEREshear PATIO I PATIO Purchaselr responsiblplefor eappro ng this nt and tars. ROOfLL��LONAD --- R� - -- ;R 1 / S I u,_ ,..R.1.. .._..,..._. ayout prior to any construction. 1—lost DEAD LOAD ..... . O f \_ O 1 JS .... .... _ • ..._J4 t{ .._. __ .... {I .._.. J5 __ -i ..... ..,. ..... I I .._- .... ...... {_. J4 II s ._......._ :..._..;may .:......_:_ ........_. JS ..__. .,.., ;:.. .. .,..J5 J4 / i J4 {I{ _ {.{ J5 J5I f I • JJ yl1 _. 1 J4 /f r _. R11 I fel .._ ... J4 I { ..... ...... .. 4.. ..._J5 _- _-JS .... I I _ ... .._ {I• J4 ...... __ _.... J4 I �� ,5 J5 � J4 , 34 LI J) h ,5 0 0 ...J5 J�1 _ L,I I. J4 L I J5 .. d.:;1 N 0 R1 1 • I M ;4AL I:- :12uT...... • ft et .J3.:j29 I - 1 .__k',0 J2 B 1 i ...}2 II J2 JB1 1 I PORCH P i/RGI /MPO..R...TANT7 L % REFERENCE INSTALLATION ;• GUIDE FOR ALL FRAMING ' DETAILS AND I-JOIST INFORMATION PL 1 4—1 1 9 (MAIN) ... r • LP6END: . b Mrk* Material INIdth Depth Grade G t Gut Lth Tot Lth 0/ - POLYGON P 35 y !IaHERE PLATE NAILING AT pa ' H HANGER CALLOUT R1 OSB Rim 1 9 1/2 9 13 144 1SHEARHVALL ABOVE EXCEEDS ONE J 1 RFPI-20 1 3/4 9 1/2 2 10 20 it -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 10 15 150 iP.011'PROVIDE MATERIALADL BLOCKING OR TRUSS COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT �VJIDEH',RIM AS REO'D R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 14 25 3 92 SCALE: 1/4`- 1'-0' CJ'1sOR??S 7u DESIGN COryC:' C 5930 JEAN ROAD LAKE OSWEGO.OREGON 9-1035 (503)656-9663 LB J5 RFPI-20 1 3/4 9 1/2 14 12 168 CONFORMS -LVL BLOCKING f"�R.:S 70 SHOWN CONCERT WITH .,19 -JOIST BLOCKING B 1 RigiQLam LVL 1 3/4 9 1/2 1.5E 3 12 33 . . .... RE'vISIGNS AS SFaNt. PLAN DESCRIPTION/NUMBER: SB B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 DESIGN " ,,:,r.-SE,- f CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 I❑wc_rsC's1Cr:s'c.•.m»LETT w,h ' C NON-CONFORMING;'t:•CCRFORB1.1_ KE ae-RESUBMIT hE 5 -BEAM(FLUSH w/JOIST) FAL :o: >w V BEEN O, 1 iF,E a.;es:u;E PLAN DATED: 9/1 1/1 4 WITS Iw T k. E W1 -I-i[iC Accessorie4 t,ST E E Ft -t G flu,tii Y1'h r HDR -HEADER(BEAM BELOW JOIST) «C. es u aenr: x rt E a:I s„L l.w :rot r1-tn DESIGNER !CAM!L.HENDER5ON DATE: 4/14/1 4 H1 ITHO1'1'950-or-1779.5 4 *: I >='r szsr c"R xai.Ext A. ca :cr. 8B0-BEAM BY OTHERS ,- ^kms, ; r< sau:4R 1 SP' 7pos P...a.a, ate:5sTI r 19.2011 PL 1 4— 1 1 q (MAIN) SNEE-r 1 of , i......_MItERANDT ARCHITECT' CT ENGINEERING INC 1 . 1 POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING NERE PlotID Length Product Plies Net Qty et J, 5-00-12 y RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 I1 116,.,41 RMI 11-00-00 1"x 14"APA Rim Board 1 1 ', RM1 9-00-00 1"x 14"APA Rim Board 1 1 `, " RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 E BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �,� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 Q I -0. BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 i t UPIM,O, T.{ l'aE _ BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 11 _ 2 , ,r -Si_ �i�-041 0 • IBM81— BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 11111 01"' "�I BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 RI- II BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 -- BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM2 8-00-00 33:11//22 -1/2 X 14 BIG BEAM 1 1 , ® BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 A aI ,,,,�, BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 `- � '-' FLOOR LOADING "k,4 •I•• Ir �iII 1 .. BKl-BLOCKING BOA 40 LL ii _ RM1=RIM BOARD 1S DL ® 'I 1 1 .,' � • w ACCESSORIES QTY i ,ik 00 ii ��. 1 I TH017140-2 53 © HUC412 5 ii 0 `i it1 ix 14 OSB RIM FOR SHEAR BLOCKING 31' 1, IO. • .JU 4 ] SHEAR BLOCKING PLACEMENT PER�® t 4.1040000,00000t-0, r;y.j! I!i,i _...... 1 1 I STRUCTURAL PLAN I I l 1 i 0 1� 1 1 11BM7 1 N j �R IO I REFER TO STRUCTURAL PLAN FOR ADDITIONAL SBM 11 POST TRANSFER BLOCKING IRMt �BM5I H - AND SHEAR BLOCKING REQUIREMENTS. ct 'HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEAR WALL ABOVE EXCEEDS ONE _ _ ROW,PROVIDE ADD'.BLOCKING OR I I WIDER RIM MATERIAL AS REQ'D. (24x36 SHEET) SCALE: 1/4" = 1' 0" ® COF.'EORMSTODES.GNCONCP JOIST WITH RIM CONFORMS-O DESIGN C„:1 CE WITH REVISIONS NS SHOWFN S to"FuEVEEVO "ma:e� 0 NON-"DNFDFMING-REVISE AND:"*.ESJB'?." aee; 4 e ar T:'TT 4Ch A^AikN°Fi dE iE ,.( FFS'.F' EE.E J c' F CS•kH"Mn M., 1*r. ,^ h t"ky 'i:"FPa umber i Ic:Septaber le,ecu & TRUSS COMPANY. EILRRAyNIT ARCHITECTS CT ENGINEERING INC