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Plans (43) r LEGEND: ss SANITARY SEWER Pacific SW ROY ROGERS ROAD —so STORM DRAIN Community Design W WATER LINE PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. 12564 SW Mai 3et O MANHOLE Tigard,OR 97722223 2"CAL. KATSURA TREE/ Z: [1]503-941-9484 ` -- ■ CATCH BASIN 10.00' CERCIDIPHYLLUM — — /./ kr DATE: 10/03/2016 —LANDSCAPE TRACT JAPONICA, TYP. \ i »\\ . STREET LIGHT �\ yr/ \ \ �. ' REVISIONS ,,_ 7.50' _��Ir.• STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - ° I,_ — i�''., �� I!— PUE J ��. ,� COC- EROSION CONTROL 292.1 _� � , 291.0 ° ?; � 7.- , ,' 0 STREET SECTION, SEE ��, �. �// X ° //„ ° ° CONSTRUCTION DOCUMENTS ry rC ri `' a _�� —fir _ --..6-.,... . �-r rteim winra` O 1 �uall 8116=_11.98' I� -=------2s8 = -.2841 f�� 2g4r'��T:11 - - - Sz ETBACK SUMMARY IIS1I � � - iI /1I � ;� FRONTSETBACK: 12'° I 1I II 111 1 ,� REAR SETBACK: 10'I, 170 0.00' j I Iil ,� ; J �� COVERED PATIO: 5'5.68' I 1,755 SF I, I_,I 1 rSIDE SETBACK:` 0'° �^ I , 1 1 GARAGE SETBACK: 20' I ' [ i BUILDING I 1 t PORCH SETBACK: 8' o I [ ° 1 i i SPLEX-E7D i I 1 1 i 169 TRA'T E I UFF=296.4 fl, ' SIRACTIF 1 175 176 * FIRE CODE SIDE SETBACK: 3' 1 , I 17 ( 172 : I' 173 i ` 174 , O I I I I 11 GFF=287.4 ,I II J I �� L 1 I —,I )( �, it I 1 o I �- FRONT 1 I 11 _ L GARAGE — 1 1 - I ( I 1 '' LA �I,i ;i --- --- 'll _-b` S I LEI or I _�J� LOT COVERAGE: N. I — _ j_ 1 ( 1 1 20.20' ilif I /1 I I 6.00'J I- - SIDEWALK , J 1 18 62'- � _-_-_-_-1- - �_ ( -I- - - j 1 I PUE _ LOT AREA: 1,755 SF w — -� L _ — 1 _ _ _ -f- - RIVER N \ '- i ------ Ii — _ _ _ 11--. BUILDING FOOTPRINT: 646 SF - - -- . �.� ._ .".Al►�.,�.:� � _ ..� , —3 iimmirmii,_____....=...i - ------ TERRACE o . ' � .1 COVERED PORCH: 48 SF I� O 1MitIMIR,A1141111 �► , o i RTI--IWEST O NN ilir' i�� _� � ,� �� MI !_____ ��4�ej�� CANTILEVER LIVING SPACE: 77 SF o WATER METERIL 111N111V .- AL, I COVERED PATIO: 0 SF op 1 i STORM LATERAL = .S � OSI 1111F MI I li 11.1 ' G" DECK AREA: 92 SF SANITARY LATERAL I O 32.00' TOTAL COVERAGE: 863 SF LOT 170 PLOT PLAN SW AUBERGINE TERRACE I �, t�—ss 0 = SS (( SS S SS -\\ SS rip- 49.2 % ! illifithf IMPERVIOUS AREA: 2,350 SF j ► �ma�1 �1� 'fill > 4, I 11.111101"1" - -4- 4/471 / r ft I « / I/ &///' ED - - - — • CITY OF TIGARD RIVER TERRACE NORTHWEST5033 0 ( ) 221 -1920 Approved by tanning PROJECT NO.: 395-037 Os 2S1 W6 Date: / TYPE: CONSTRUCTION LOT 170 (R-12, ROW HOME) Initials: L_� SCALE10 20 REVIEWED BY: PRE el RIVER TERRACE NORTHWEST 0 Z 13220 SW AUBERGINE TERRACE , INCH=20 FEET sr r6 . 00ice/ LEGEND: ss SANITARY SEWER Pacific 1C Community SW ROY ROGERS ROAD SD STORM DRAIN Design W WATER LINE 12564 SW Main Street PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. ® • MANHOLE Tigard,OR 97223 2" AlC . KATSURA TREE/ - [T]503-941-9484 // \ ■ CATCH BASIN — - — I DATE: 10/03/2016 CERCIDIPHYLLUM ; —_ —� 1 10.00' ■.. . —LANDSCAPE TRACT .---- k"------- \ JAPONICA, TYP. / \\ // ' �, / \ STREET LIGHT REVISIONS __ _*, :� _. / 7.50' .�� -----•---.:1;----'----, STRAW WATTLE PERIMETER NO. DATE DESCRIPTION E EROSION CONTROL 292 1 / /; — — '—. 7 ;o Q w /; — �. / /o a o `\ /` STREET SECTION, SEE ky 291.0 -\ \;__ . 0 // v _ \. / // //{ 4 ° - I - %% CONSTRUCTION DOCUMENTS -�-� �tay_a — t C] — aaig ; ��" 1b=r 11.98' �o I I� — 2s t,1 2�f l��T-------------' z SETBACK SUMMARY I 1 I i 1 I �I�+'ll i�r �i r t I 11 1 I 1 ` FRONT SETBACK: 12' I I ( , v[ 1 ii Il II 111 1 h i` REAR SETBACK: 10' y 170 0.00' i' II I 1 ; J II E COVERED PATIO: 5' 1,755 SF i L_, 1 1-11i1 SIDE SETBACK:* 0' 5.68' o ' I _ / — I 1 I GARAGE SETBACK: 20' _se I I a.: I BUILDING: , ' 0 % �— PORCH SETBACK: 8' Ci . 43I ! 1 I ; 5PLEX-E7D j i �i 1176 169 TRA'T E I UFF=296.4 RACT F 175 FIRE CODE SIDE SETBACK: 3' I , 17 ' 1 172 I` 173 I 174 It V i -o I I 1 I GFF=287.4 / r I1 I i 11 I 1 L� a ' I —I1 I I I o I o Ir FRONT / -F, ; 1 1 t 11_� I .; h GARAGE _ -- — F`- 1 _ _ _ j I I 4.! I -' — ,� T,'i' -_- -7 --�I I —�' 11 1 Lo �J -- I ,, oJ LOT COVERAGE: i. --1 1 1 20.20' — 1 1 6.00'_ I-- — O SIDEWALK 1 F— .4 — —1- � L. --1- — — /1 I PUE LOT AREA: 1,755 SF _� � - 18`62_ - i LU — — — i 1 0.... .......,1._.___Awit,..,.a.t.z.___maciu,........,.......t.m...70_14..0„.."_L_______.&" .ir.._,__,_.______— — — _ RIVER BUILDING FOOTPRINT: 646 SF TERRACE 7 7 r 11-2—c_i _ i o ` �� li�.I f 1 I 1�� 1 COVERED PORCH: 48 SF �� _ NORTHWEST if—..,---1--111=4~" AIIIIIII i_IIIIIMIIIIIffAIIIII \- ��_s CANTILEVER LIVING SPACE: 77 SF o N WATER METER N Niummomom iN`�' ! W `" r�� im N COVERED PATIO: 0 SF c0.h M w KIP , I_ a '•.. 1116 111 ill ai I .� DECK AREA: 92 SFt STORM LATERAL = i s Gsasl LOT 170 d I [ I 43) 32'00' TOTAL COVERAGE: 863 SF PLOT PLAN SANITARY LATERAL SW AUBERGINE TERRACE Si d,-----SS O SS SS SS - _, SS 49.2 % Ili o \\/ - T ��- IMPERVIOUS AREA: 2,350 SF • o -� Ingrarak ally©_ ILL _ - - AEA it '5 trviv i ! 4111111111 11111111=1 IIIIIWalaill" a RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD3 Cl PROJECT NO.: 395-037 P 2S1 W6 Approved by Tanning TYPE: CONSTRUCTION MSCALE REVIEWED BY: PRE LOT 170 (R-12, ROW HOME) Date: ,o 0 cn RIVER TERRACE NORTHWEST Initials: L--S 1 INCH=20 FEET Q.Z 13220 SW AUBERGINE TERRACE C PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING - = NM - FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL ""�iirid iEiGiiG11 Iliii iicuii�i �i-ei:iiii�ll IU�iMi"eisiii�-ice==:i�iMiiii Iiillil'rr. i�i-�i"ei:iii�i�II IIMiiE��i "ii��i�iEf=-iii l SHEARWALLS TH(5/5 A PLACEMENT PLAN ONLY. 3 0111111 II _ 1-= - -- " shear wall blocking placement and connectors. Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING layout prior to any construction. PONY WALL PONY GALL PONY GALL PONY GALL PONY WALL DES/6N NOTES: THIS FLOOR SYSTEM GAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***DECK CONDITION*** DEFLECTION GRITERIA FLOOR LOAD/N6: 40psf LIVE LOAD .1-1/2 RFPI-20 @ 16"O.G. - q-1/2 RFPI-20 0 16"O.G. • .1-1/2 RFPI-20 e 1 6"O.G. 51-1/2 RFPI-20 0 16"O.G. .1-1/2 RFPI-20 6 16"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/NGAREA5: RI R1 R t 3Opsf LIVE LOAD R1 R1 12p5f DEAD LOAD u 1� ;i, i - ,-- -I -- _ i- ;-;--i -J_ '1 1 n 167 r - _.....1_.______. :-.-, ! ROOF LOADING, - ! 1 � 25psf LIVE LOAD Si ! �ICf ! ! ! ® R1 1'ipsf DEAD LOAD I 51 4'1 -3 .3 .13 .3 .�3 -3 .3 .�9 .3 .13 .9 .3 rB .3 _3 .3 B'f - Si _..__ - 1 -1 -1 1 _1 -1 Il -1I .1 I ===.7,,== .�I've II 11 ID Ri li ..� t ...r...m�•..... ............ Y -_f.- - r,y:.-- -. . ®s =h. .,.-5 R1 1,,-' HG R311 HDR3 HORa OD ILI '61 W - Si I----,51‘)---4'-'-'-----'------- ----.-----J-----•H . - 1 .l .i _, .T .1 .1 JT -, .1 Jt .1 _1 �,rr ., JT _, , ., .i .T ,! , ,, --- ------- H t.It .�._ l! Rt y1W '�� > R2 111 I--I. !� I RI R1 I Rt R1 21 R' y ..nluiiwau.n,Hie"�mao" a",pm o R1 RR Rt R1 Rt R1 R1 R' �Q 4 .3 51 2 1 RFPI•BLOLKIN6 PANELS riTH BEARING WALL ABOVE 1 it R2 ! R2 -- 6 _I 1 .....--. JB1... _-_. i 9 i .15 S JO 1. It - ._sem... V- Y 1 -7,1:2_2 TH r ,I' i'' p y ... soLv eLocKAu TO BEARING 561-01, I �� BM-Ori TOPOST AB°YE • 1 w �x BT• .3 3 l 3� �a. Ba .3 .�� B� ,j T [,' - .3 J3 ,p, �55, - il �� --�, 513 .l JZ B T 5�r _ .� • .I9. k� 00 5j J l .2 _z ni 2 .2 a= 2a j h ! 3 Ba Jao.140. ill j 11 R OJIO J10 �41) L ��,_ �� T-T,p,-T � >m."D 11Ozs�.a..,- J....4. I- •, HDI a 1 ;,:,:,,111 JL ,J i Ji! POST LOAD TRANSFER DETAIL 610 IJ HG 22 R1 Rl R LR1 -mmR1 Rt II ! ;.-- ll -- H 2 B10 I63 s4 L[ N.TS. d3 ._. - - 2 IMPORTANT-/ I ""'FOLLOW,NGMATERIAL LIST COVERS EITHER CONDITION"". I REFERENCE INSTALLATION PL 16-21b(MAIN) (LOTS 1,0-1,+) GUIDE FOR ALL FRAMING POLYGON FRENCH REVIVALS-FLEX 5.-7(12)5,10) Mrk• Maarlr width Depth Gree ay Oat L5 TotLth DETAILS AND 1-JOIST INFORMATION RI 1.15 LVL Rim 1 3/4 1.5E 35 20 160 R2 05BRun91/2 16 80 110161 3I6 BEAR 11 7/8 2.1E 4 16 64 HDR]Cee4ede5124F-V4 9 1/2 10 Fb•2400 2 14 25 11019.3 Gee4ede5124F-V4 3 1/2 10 1/2 F12-2400 9 12 1 08 LEGEND: 51 RbbLamLVL 1 3/4 1/2 '_5E 9 3 12 Paci� umber 82 RbbLam LVL 9/4 1/2 5E 4 5 B5 RbbLemLYL 1 3/2 1/2 1.5E 4 10 2° MAIN FLOOR J015T LAYOUT 84 BIG BEAM 3 1/ 1/2 2.1E 6 4 H -HANGER GALLOUT B3 816 BEA LVL 1 3/+ v 1.5E 3 ® 56 516 BEAM 9 1/2 1/2 u 2.1E 23 + 2e SCALE:1 /4"- 1'-0" -SUPPORTING POST B, BIG BEAM 2.1E 14 - 908 Be B16 BEAM 2.1E 2 16 92 & TRUSS COM P A N Y ® 39 BIG BEAR 11/2/2 1/2 2.1E 2 12 24 -POST LOAD ABOVE JBIO51 BIG BEAM 1/2 2.1E 3 16 ROSEBURG FRAMING SYSTEM'" JB1 BIGB AM LVL 3 3/4 1/2 .5E 12 5 354 R -RIMBOARD J1 RFP-20 9/4 1/2 9 15 1B8 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 J3 RFP-20 3/4 1/2 33 „ quality engineered wood products for today's builder- LB -LVL BLOCKING REP-20 1/2 s oa Q ty�g PLAN:FRENCH REVIVAL 5-FLEX E-1(D)K-1(0) (LOTS 1 10-1 14) ;s RFP-20 3/2 2 2 10 PACIFIC LUMBER COPYRIGHT 2U16 JB -JOIST BLOCKING 5 REP-20 3/4 /2 14 2e 323CUSTOMER: POLYGON These plans and the designs are copyrightedie,ins under Federal Law by Pacific Lumber Company 201 6. RIGI D FOREST LVL ICI D I M J -JOIST GALLOUT , REP-20 3/4 v2 26 26 676 Theplans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber PLAN DATED: b/1 8/1 6 Jia FP-20 3/4 1/2 6 4 24 p P DOSESDEG FOREST PRODUCTS ROSEBURG FOREST PROW= B -BEAM(FLUSH U.)/JOIST) J9 RTPI-203/4 +/2 5 12 360 6 company,which retains copyrights to,and ownership of the plans.Use of these plans by any other J10 REP,. 3/4 1/2 b 6 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or _ DESIGNER: KAM/L HENDERSON DATE: 6/20/16 HOR -HEADER(BEAM BELOW JOIST) Ac4eseorlee copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include RFPI JOIST 7950-or-11195 42 penalties of up to 520,000 per work Infringed,and 5100,000 per work infringed willfully. P L 1 6-21 6 BBO-BEAM BY OTHERS B 0151/9 a RosaruucroREtTvaooDCTsMAIN) SHEET: 1 Of 2 023 HU410 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 U U 0 0 IBM6I 18M61 JBM6�__ BM6 �BM6 111`v- - : 45-4. 1f,f. 81-411 I 10'40 VT i T-0 1/26 1 17-1' i CO I I I 1 rwl (4 •>.• . .1_.... ,,, 451mUbbra .4. INN MI I •• FJ111-11-0,A•ol 1 r 4 M WM ralitl17.1/..m, 'I k lilt I L Lt. re,Roggingi .1,,-: FJ211-113° 191 '''' AfrEira h. Lb 6 kali 14113 - il FR14911111.' ' 1 •-, ',mac mon -&- --.N.1t1R1=---- , iir.•. .i 100 Oil:iiW ... ...MFAIIVI;'. '''' 1 1°1,111411SM 3GJ1 . :-11. 1 It A 441 ra I =.-I L., WAIIMIA-L-A Ali IBAIMIL ii".111 tit III'? '34t-i Er._ 20 3°Wilaill m414Rlria-415121- E iTilliElriPMUI ' ti*laillmi . Iiii . -ma ,iimmIlmill .L. :,EhiligIMIIII _ 47111111 IFWB n _ L2J1 IFWA - L2Jit) li--7 ..IFW El mg i!liak I co , All _ k _•. , ik:,RN 41 .... 44,S• IPI d mEmiy.i 9 :rik IT riliOr ' II LI Lii; . 1111 1g .N 1 API AI'- IAN :id1-4iN • 11 _ .;, YJ1 hi. , V h, AIM' ir:I.Liip,, -ALAV ca. Z3 b ., - A 9 P fll i 14 q airoillal u y i .11111A g NillPrd Illionil --illr'y, 1 1.41r.' A L2J1 -11ii /I ivi_As 4P ME L2J1 • • lj w., II I 421 9a. I 4116' - 1 - ra A 1. ••cujj nkkli 7117- A . - n ' 111 LI Al ;,, Jill -.: , . Animil ;A, gam Gil iw 711f. IH1 niirriliMel I.'. ?*HI .2 MP" l'41111.11 cl, niimL -itm - : No 1.4 47tF rata 9 IlkIli 'JR Al ja Gil llb'r1L.:1ikl ....,-.-:.- m0 &Mr.-A..l.11110A!19.4111 1m111aill 4, * 0r01 . • F.10w.ummi fi41nNlazini : , „Anci „„-- ,,,--,,‘ r ilL41011 *4 . -ii11 ._ ..........., 4.. 1 4 . isirt-phi wig 1 0 prA,,m1 nipu 1 1 I 4- .1 461sUbsks . I I $ rr fr-e 1 WO VT I T-01/2° _I 12-1° I 5-0' 45'4 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW06/21/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL IN A PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER NRT FRENCH 5 PLEX DM INFORMATION.INBUILDING GNER/ENGEER OF RECORD 1 RESPONSIBLE FOR ALL NON-TRUSS Palell DESIi II-. Uniber PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING NRT 5 PLEX RIVSRETEERIACE DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL 8t TRUSS \ / C 0 M PA N V DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LOTS 170-174 0.085" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.