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Plans (80) /7.2.1,1-t 5 1 4e-it_C4A S-, /7„57-7,7-e)/63 — 00.ai 7 LEGEND: —ss SANITARY SEWER Pacific -SD STORM DRAIN Community Desiun —w WATER LINE ` 12564 SW Main Street OO • MANHOLE - 2+10 Tigard.OR 97223 r [T]503-941-9484 268 _.#( y >. . y' ■ CATCH BASIN • DATE: 6/23/2016 I STREET LIGHT ``,. 20.00' 19.00' 268- TRACT 0 e� ,• I �- D6 REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 267.0 4.01' 266.6 EROSION CONTROL , ,I 11� — _ — 33.0'- - — — — — 0STREET SECTION, SEE I ° __ �`� I I CONSTRUCTION DOCUMENTS 1 3.00' / I I 1 °I I PUE 1 %� r I 1 - 1 GARAGE ;1 ; I 1 SETBACK SUMMARY I I ►� I I = I i FRONT SETBACK: 12' 41.4 1I Al 1 1 �I� I 1 ' SIDE SETBACK: 3' I I , ij�I I ' ( (►_I STREET SIDE SETBACK: 8' ! 1 ; i �`� I REAR SETBACK: 3' ° 11 I I 1 4; �I�I I I PORCH SETBACK: 8' I 2.50' �, �� 4.50' 1 I1 o_ ill�9' 123 BUILDING: 7B I iii �; 121 1 2 8.9 ', i Ii N 1 i 1 1-HR FIRE ' I i Al a%- i I I c I r RATED EAVES I i \I 2,640 SF 01 11 —ver: I I LOT COVERAGE: N 's I�-1 r- 01 t--1-11. �! 1 �' - ---- ; PORCH ; I 1-HR FIRE I- 2.. Pi I 8.00' �,• — o -;:; RATED EAVES LOT AREA: 2,640 SF— POLYGON AT W �+\ — PUE— , '_J. x0.00' 14.56'. OI 11266 — \ SIDEWALK BUILDING FOOTPRINT: 1,309 SF �„ — 266 ,M i LAI!Laing r,11. �,,1�__- gill WEST RIVER v �+ % ' 33.0' ,,,° ' COVERED PORCH: 203 SF TERRACE N •INI > �� ,. 264.7 .�,. \�-�■. . o o ,L� CANTILEVER LIVING SPACE: 0 SF csi$ ���.�s�i...�.� ...�. 0. COVERED PATIO: 0 SF 4ETER .� M ��: M 4_ e=� M) �� .,1 M- DECK AREA: 0 SF WATER METER N 6 STORM LATERAL LOT 122 .D SD I I SD I .D SD PLOT i . TOTAL COVERAGE: 1,512 SF PLOT PLAN N PLANT (1) STREET ( Fj SW JEAN LOUISE ROAD 57.3 % D._ TREE: 2"CAL. IL �� SS YELLOWWOOD / ,' - SS IMPERVIOUS AREA: 1,779 SF CLADRASTIS SANITARY LATERAL oKENTUCKIA _ _ U -� 0 QQ -4- o CITY OF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 Approved by PIa, ing PROJECT NO.: 395-029 2S1 W6 Date: / ' TYPE: CONSTRUCTION Os SCALE REVIEWED BY: PRE O LOT 122 (R-7, STANDARD) Initials: Gil 6 ,0 20 POLYGON AT WEST RIVER TERRACE Z 17224 SW JEAN LOUISE ROAD 1 INCH=20 FEET • V • LEGEND: OFFICE COP j 5___-___ SANITARY SEWER Pacific s STORM DRAIN Community REVISI tIN - vr WATER LINE Design 12564 SW Main Sheet r * 0 MANHOLE Tigard,OR 97223 ���I A- z�c� 26a [TI 503-941-9484 'T a CATCH BASIN � DATE: 8/9/2016 20.00' 19.00' -___ 0+ STREET LIGHT REVISIONS \'' 26a TRACT 0 D6 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ° � I 267.0 4.01' 266.6 EROSION CONTROL - _ I ITSTREET SECTION, SEE s� 0 CONSTRUCTION DOCUMENTS CIt of 1,igard -' I [ '3.00' I I %E1 I I ,I I I I poroved PlansI PUE i I X11 I ? • – _�I// I I I GARAGE -1 I I ' I I � .___ ..... Date ._. JS r!�a i i I h� i ; I SETBACK SUMMARY r- -1 I II: I I ; FRONT SETBACK: 12' ii 1 I I I I I I ; SIDE SETBACK: 3' I__I i 1 1111 I 1 ( *I STREET SIDE SETBACK: 8' y I i '0•-�-� 3.50' iJ REAR SETBACK: 3' 0 p.1 ( i i — ;1,4 ski ; I li PORCH SETBACK: 8' 1 I i 3.50' ok �l a o ; 123 h. ! BUILDING: 7B j I 121 o li FF = 268.9 I1 li oor i I: • 1 I 00 Ih. o j ' ,. ; 1-HR FIRE 1 i! 2 642 5E �122 II I� 1 o RATED EAVES ` 11 I _ �, I14 • I Q 1 L- I _ �: ►' I L —j., – u LOT COVERAGE: %(NI �1 411 N ° I�----r I 1, PORCH 11 1-HR FIRE o l 8.00' _ �;• - o •'�; PP ( I- I I I RATED EAVESI LOT AREA: 2,640 SF — \ Ir J-F 0.00 14.56'. Ire 1 POLYGON AT LU LU 0SIDEWALK =+--266-=" BUILDING FOOTPRINT: 1,309 SF WEST RIVER \\: ,N, r 266 ----74ore jib. 1 N , ° i, % 33.0' T „, — COVERED PORCH: 203 SF TERRACE 4 P H °. b ,_ O .fir _265.3° b' ' '' r' 264.7 b0. b CANTILEVER LIVING SPACE: 0 SF N * _ ���Illppp v o o l�{JJI� / v o 0 ~``�� // _ i–"`�II►� COVERED PATIO: 0 SF co M — . A4 / C� 1 — � __. /� I ( DECK AREA: 0 SF �_ WATER METER LOT 122 STORM LATERAL �' TOTAL COVERAGE: 1,512 SF SD - SD - - A I SD - o — SD -- - a, PLOT PLAN a PLANT (1) STREET I \� ®SO SW JEAN LOUISE ROAD57.3 % ° TREE: 2"CAL. I cs _____ _ YELLOWWOOD / -- --- '-�---� -- SS - IMPERVIOUS AREA: 1,779 SF a CLADRASTIS SANITARY LATERAL o KENTUCKIA o -4'-'14--,:.::1 __ I .) 1 an [ ' _ __I I V 0 CITY OF TIGARD POLYGON NORTHWESTLAt(503) 221 -1920 Approved PI nning 0 2 S 1W6 �`/j /Y PROJECT NO.: 395-029 Date: / /0 TYPE: CONSTRUCTION � 9 LOT 122 (R-7, STANDARD) SCALE O REVIEWED BY: PRE Initials: y S POLYGON AT WEST RIVER TERRACE Q 17224 SW JEAN LOUISE ROAD 1INCH=20 FEET Z I • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER . START FRAMING HERE ® 8/7/2015 I Products 9-06-00 I PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 p,eorroM PLUSH mITIm JOISTD i'� RM1 28-00-00 1 x 14 APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 • — M • RM1 14-00-00 1"x 14"APA Rim Board 1 1 01.1-0.' 15 I ' RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RMI 3-00-00 1"x 14"APA Rim Board 1 1 BM1 22-00-00 5 1/2"x 19 1/2"Glulam1.8E 24F-V4 DF/DF 1 1 N N N NNNNN NNNN Ni ( ) u_ LL iLL LL LL LL ,LL LL LL LCL LL LL Epi ti BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 H— --I ll _H=i==I r �� _11fI I ALL BEAMS AND CONNECTORS PER ENGINEER IRM-1 %III* 1 O F03R'F03 ACCESSORIES QTY F01 �J ® TFI414 24 LJ ^ LL 0 TFL1714 1 Eci F04 1x14 OSB RIM FOR SHEAR BLOCKING 30' �I - MU ® -____II T 04 -�•; 0 HU412 13 F09 IT • 05, —. FD6 I I 0 !' F06II� F07 I BK1=BLOCKING FLOOR LOADING IJ_ F06 •I I'�• F07 ilRM1=RIM BOARD 40 LL 15 DL I F06 I I '® REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING j— F06 II F07 I AND SHEAR BLOCKING REQUIREMENTS. MIL F06 -- Jr . . F07 lI I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I aimF06 •Jr ' v,•F07 I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I F06 AIL F07 . I FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA I - F06 FO elRMRRCRREEBN.,,NPoluett To -- F06 I I EO i r ❑ No1O 4 mnwnm rw s ® 106 0 11 N SINVIS F09 •..1111101.... P05 � «MILRRANDT ARCHITECTS 1 I��. F09 .>:"ll..1111101...■1 SOS C ® CONFORMS TO DESIGN CONCEPT ''i- / �—N - F09 AI�� F05 �� , 0 CONFORMS TO DESIGN CONCEPT WITH AI RM1 REVISIONS AS SHOWN \ FOB 0 NON-CONFORMING-REVISE AND RESUBMIT _ F0- TRIS OAF MICK HAS BEEN REVIEWED FOR GERM!.COEAINVRwTE tl 1-RM1I ruin THE DESIGN CONCEPT ONLY AAO ODES NOT RELIEVE THE FABRICATOR/REM NOT. FABRICATOR/REOF RSSPONSIEILIII FOR COIEOYIY.NOE LOTH TNF 5-07-00 DESIGN OPANTNGO AVE SPECIFICATIONS ALL OF WHICH WE PRIORITY OVER THIS SHOP DENVYING. CORMEITOR SHILL VERIFY ALL DINEISIOHS. Loosen, remove,cut or notch EY: TOE R.Eaton Date:55501Ner 51,Z075 any part of the open web joist. CT ENGINEERING INC I Pack_ umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) P1.15-264 UPPER 45TART MIRMM°MERE " �..�- ., 8/7/2015 • Products 9-06-00 PtoilD Length Product Res Net Qty , A RM1 46-00.00 1"x 14"APA Rim Board 1 1 RMI 28-00-00 1"x 14"APA Rim Board 1 1 E iBM1j RMI 17-00-00 1"x 14"APA Rim Board 1 1 p§__t_ __ ; F,. .-0 _ a -;- i _F RM1 140000 1"x14"APA Rim Board 1 9 1'x14"APA Rim Board 1 1 I RMI 9-00-000 1'x 14"APA Rim Board 1 1 RMI 7-00-00 1"x 14"APA Rim Board 1 1 F. e 1 I RM1 5-00-00 1"x 14'APA Rim Board 1 2 5 t RMI 3-00-00 1"x 14"APA Rim Board 1 1 I. N N NNN' zN. N EN .: N lc.s.1 BM1 22-00-00 5 1/2"x 191/2"Glutam(1.8E 24F-V4 OF/DF) I 1 O: O O' r0 O. i LLo �: o - u 3u: u BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A13K1 6-00-00 1.5 RigidLam LVL1-3/4 x 14 1 1 13M2 4-00-00 3,5 RigidLam LVL 1-3/4 x 14 1 1 I 1 1 E 1 BK1 3-00-00 1.5 dLam LVL 1-3/4 x 14 1 1 11. _ c. I BM3 18-00.00 5-1 RX 14 BIG BEAM 1 1 .-i.._ 1 ¢ a ,i.-.."4-...., e� s pi11w K i1(1 i1i•i fIMt 1 1• .03. _ 22 $ AL1.BEAMS AND CONNECTORS PER ENGINEER w ' I F03 it E _ ACCESSORIES QTY Emmeminim. F01 - @.mt.11111411111111 : P, ® TFI414 24 • a � F04 m © TFL1714 1 • 1: Yt'— Gag a I: ➢ 1x14 OSB RIM FOR SHEAR BLOCKING 30' h_YRI� "r-,......_.. z, "4► Q HU412 13 illigalr 0 'a ;i I F06 =_F: It _ 1 i FOE _ .. }100R IOADTNe Bfa"BLOWNG 40 Li a p a,,,,,,,,,,,.3 I.---.7,;-„4,...___........._F06 -= Real"wrnEonno 15 DL t; F06 P REFER TO STRUCPURAt.PLAN FOR ADDITIONAL 5 '``,`�i"""""`""7""'""`"'°""�"` POST TRANSFER BLOCKING iI FOG -_ AND SHEAR BLOCKING REQUIREMENTS. Y ` ■ VW! - F48 _i I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I ■"�- ~e FOG - I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 1=1 3 - FOG R - FLOOR DESIGNED TO MEET OR EXCEED 480 DEFLECTION = f _S: I lJ ECT ON CRITERIA I c ,..,IIIIIIgW .I t ,..,.. FOG -_' [x+wkNiTanwcG ra"":10T i 4 I E�.. Fomes 1 I7 O o a or mWt I.rmrx . I i'-' 11,1M1..- _s o" Pmma-a.vatamasaa. i CT' n.,��"!. , •—-- .,...�„•.�,psst an mama rcw O,.v,,,..I ` .,er..r4, d Vri.to. `aatj r a FIX �.Rmgr n�". .a J3 AIIIIIIIIIIIVE ji thttBRkNBT 84f83ifCT5 IMO * 1 _:-'1111A111111117 F°9 111111111111-j 0 COIPORRSTOOESI0N AtlatiCEM 1't— —�` 1—�.-. I� _._:fes F09 a `-!� �� ���� � t�01i�ORN5T00ESlv'NCON�fTY.TIi i"` Miti _+� 11 2. FDB a BEVL4TON5ASS:MIYN 11111V .. ''WI 0 IION-CONFORMItte-RcVL�NIaRFSUBM imams= tea. : IHIS RPM sof:TIC r,0: .PI.M haaIEt ri ros SUMO:,.E DO NOT: rA9...,-O011,i3 Or F:S ITSI%:F M.I. SIMI MFAliF I.IE iG415;AwQIX'IE AC S.FCIFtiii7N6,1'l OF N{tal PATE fAiffliii 5-07-00 a_u MS MP mrmht, umsmt snit kart 41.:SIMMS. Loosen,remove,cut or notch Fi' '9°°L DS ,an%Mate r'= any part of the open web Joist CT ENGINEERING INC cid JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & T R U-S SCO M P A NY ' SHEET 2 OF 2 _ PACIFICLl1MBERCGPYRIGHTYGl2 ROSEBURG FRAMING SYSTEM'" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. quality engineered wood products for fodav's builder 901.11.7&LOU<ALL The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber _ Company,which retains copyrights to,and ownershipof theplans.Use of theseplans byan other �� ,i-�,.-T u9a p: ,II II hr y RiGIDLAM LVL RIGIDRIM� i, ' r>«o ,III DR1O:.TO POSTAMON, product supplier other than Pacific Lumber Company is strictly prohibited Unauthorized use or aOSFaOR9TOResr PRODvOrs EOSEII1RCi waEsrProDvers �__ 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$100,000 per work infringed willfully. At. ^1II 4 '' RFPFJOisT ��' 406$110$6 FORES7PROM= „v,,,,o: CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „e„° -;^,opt ''�'''''' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR - ... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP-BLOCKING PANELS MTN BEARINGYIALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.T.S. (UNLESS NOTED OTHERWISE) OF L/480 N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOD 12 SHEARWALLS i p5f DEAD LOAD SLEEPING AREA5: 30psf LIVE LOAD 1 2p5f DEAD LOAD ROOFLOAD/N6: 25p5f LIVE LOAD 1 7psf DEAD LOAD t, y :\., 11, —R] • ; / n 1. 1 --J& „.1I REVISED 51m13 Kw R1- _»- --. .Ja-= 1 PL 1 2—1 48(MAIN) - \ J POLYGON TBG J&- J8 I Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth R1 05B Rim 9 1/2 6 ib 96 7--- '9- PATIO --- _.. --- --- _. --- PATIO J 1 RFPI-20 3/4 9 i/2 4 7 6 04 - I J2 RFPI-20 3/4 9 1/2 10 26 250 ii J il -_- - -- - - J3 RFPI-20 3/4 9 1/2 2 28 56 - J4 - — - J4 RFPI-20 5/4 9 1/2 110 31 t 1r 1 F J5 RFPI-20 3/4 9 1/2 1 1 8 2 4 6 RFPI-20 3/4 9 1/2 2 2 4 J = 1F 1( _-- ---- -- - --J4 jE 1 J1 RFPI-20 3/4 9 1/2 1 18 18 �(p J(z �S J8 RFPI-20 3/4 9 1/2 4 4 16 L ,•,,,,,, :-3:,:S5,z J4 J7 JT #I_ _IL ,yam g yp 51 RlgidLam LVL 3/4 9 1/2 1.5E 2 14 28 9- 52 JE�r1 J6 J2-f. B� I J 02 SL.KGam LVL 3/4 9 1/2 1.5E 1 8 8 -' - - .001 BLKG RFPI-20 5/4 9 1/2 19 3 57 11 11 JB2 BLKG 1.75 LVL 3/4 9 1/2 1.5E 2 3 6 __.. '` ft J2 J V 1 ----- cc oriel O O _.. '11 J2 _-_ .. N Iv --- 2' - _.___-_-J Accessories ITH017950-or-ITT9.5 6 V T --- 0 ® -- ---. __ it _- .... --- --__ J2 --- --- 1 0 ry _ - -_ _- _ ----- El CONFORMS TO DESIGN CONCEPT 1 J2- ® CONFORMS TO DESIGN CONCEPT ❑aE,"A oN r,o,°os _ CONFORMS TO DESIGN CONCEPT WITH EL d J ---_ - ___ : n - - J-24� -- --- - 1 TH❑is SHIPO NONFORNIING-REVISE AND RESUBMIT `,,X,,,`,;7;',7=1:::,";;;,0='',.,',';,=-7,;' J2 - Q Q' =J2 -