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Plans f 1_,,,,,,2: Z SEA/ /f -f ih r ,J-✓ /`T.S%'2O/CG - DvS ' / ,... .;r- � i / d' .r' LEGEND: ri-� 279.4 SANITARY SEWER PLANT STREET TREES: �O� 0 10.00 - / Community 5� ik0P LANDSCAPE TRACT - ., 3. /�' W - .� STORM DRAIN 2" CAL. KATSURA TREE/ GERS ,,-, : „f <2 2 '` , 0 --` ;%fes,,, Design CERCIDIPHYLLUM RO _-_-- _ .- ` f '' - 1 0 % -jK.r� /." �.� i2s6a SW Main Street ..� WATER LINE JAPONICA, TYP. ���,, „ �' ---� / , ---:„........„..-.-„,„--00,, `�\ v ,-' ` '' MANHOLE 564STigard,OR 9�22a FUTURE CURB AND GUTTER, TYP. ''� y� f ,L,,,,,,,-/i " '� � '�'" ` • `�� `, � \�, '1 �1 m 503-941-9484 /// ,-r�� ---- ,✓ �- - • V `.„ CATCH BASIN / � ✓ /�/ �, `r DATE: 10/03/2016 '� STREET LIGHT 1 ill ��\ 1 " .. ` �' REVISIONS r � J r ,,,, i I Crnrn •\s q\�� �> STRAW WATTLE PERIMETER NO. DATE DESCRIPTION • �' • \ti k„ /- STREET SECTION, SEE l \ EROSION CONTROL 1 1 ; - - /r.- '" qr �� / 37.01' �� © CONSTRUCTION DOCUMENTS s 7.50'- �- v �„, / 4238 PUE v 1 -;,-%.-------_-_,- ,\-----_____� __ , �1 , , i I ,, \v,, " SETBACK SUMMARY - Ib --- ` — — _ _ , \ ,_,......„� � — _ I 1�v ` FRONT SETBACK: 12' !.f 2�0 I NI N I r N I SIN_ Z II .1I N N H REAR SETBACK: 10' ` _ 1 11 I / \\ COVERED PATIO: 5' 1 ---------,- t 1 II -------1 h 1 �` l� 184 II v} SIDE SETBACK:* 0' " � .-% ‘. �`� 5 18 0.00' _' GARAGE SETBACK: 20' 7. 7. E - J1t \�� I J 183 - , 2,396 5E / 66 PORCH SETBACK: 8' a A a i 1\ 181 ;: I 1` 0 1 9.o 1 n 1 I /180 1 � �r I B o , BUILDING/a/ N� �\ i FIRE CODE SIDE SETBACK: 3 * N t �� i I I � 5PtEjE E7A I �I i j t': TRA/6 HC I j �� �1 RAT _ _ UEF 284 7...-- ; / ,� 179 1 '� 1 �' 1__"GFF=275.7 - i I1 %J_ o �', t� 1 i , — __" : �, i� 5.00' -- o l �� 78[ �� 1 I r — CiNT I,ER , /7/ LOT COVERAGE: \ . ' `_ 1 M_ 71� �_l 1 L ___ GARAGS 1 1 i/ i ---- - '`' --— -—-—r L __ ,' '. — v! 11 LOT AREA: 2 396 SF � t� I I ' I, I I " -- 1 / ° �� I11 11 d / RIVER J ��\ N ;`�,.� / I 1 ; =20.07 22.11' �3 \p-T i,, I,I, / BUILDING FOOTPRINT: 655 SF x b.00' — - - - - - — — _ — — TERRACE 3 � o j -- PU-" - 1$ _ _ is � I— _ e1 1 I r _ „m,�,� ,,�y.a�� �00p� �11� ( COVERED PORCH: 11 SF gib NORTHWEST O -- '^" — 272.0 I CANTILEVER LIVING SPACE: 19 SF ` T ' mo o � � - r r - -_ a 2 1.7 o _- ,o- j __µ N 1=. \�o COVERED PATIO: 0 SF m ij 1 - DECK AREA: 92 SF co i- s , ! —� WATER METER VISION LOT 184 o \ _. \ CLEARANCE - TOTAL COVERAGE: 777 SF PLOT PLAN 1 Ll _ 1, TRIANGLE 32.4 % 0 \ "" """ SW AUBERGINE TERRACE STORM LATERAL - N 7- l i 1 � IMPERVIOUS AREA: 1,016 SF r . Cly Sc .. — S Scl� 32.00' S _ -" - SANITARY LATERAL -- �� i o t �~� . _�- --:,,,,,-1--r "� ,1 _--�"";� � ti = — � � 4---� -,� _ ;._ -, Approve. , I nning 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Dater S9 o C ^„ P 2S1 W6 Initials: _ PROJECT NO.: CONSTRUCTION TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE o• LOT 184 (R-12, ROW HOME) 0 ,0 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13322 SW AUBERGINE TERRACE 117 ---- /6 -- 3 LEGEND: 0`l 10.00 - -�� _r✓� '' ,279.4 f ,".--\,,,,,--;_t„-- ---- --� _ .,- — SANITARY SEWER Pacific P PLANT STREET TREES: �I vr- LANDSCAPE-TRACTS - ' 'r 1 2" CAL. KATSURA TREE/ 5 / Community QRS Fz i B f �'� s STORM DRAIN CERCIDIPHYLLUM ROV ' ," -- f% ._ 4 � 110 \ ` 1! f — WATER LINE _IP Design , � / 12564 SW Main Street V1 JAPONICA, TYP. �' r! \ r � �� ,--(', J- ,-- t S * MANHOLE Tigard,OR 97223 �� r/ f �' ��% - RI 503-941-9484 FUTURE CURB AND GUTTER, TYP. X-r r ✓ ''- ` _� t ` �, �� CATCH BASIN -Nr �.,.r 1 1 rf� / ',1--- ,,,,,,, i \ 1 DATE: 10/03/2016 y � I �\A\ NA�� � � � STREETLIGHT REv1sloNs r �� � � V's i \� � > ! STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - CCDMO EROSION CONTROL - :, -----•- r " '` �- '" .-r�'f --/-- � � •l � �\\,, �" STREET SECTION SEE r �� N / 37.01' , \ 5_ ' ',7.50':,,-_----, ; - �' ��� / / �, ,t\1 ` - © CONSTRUCTION DOCUMENTS PUE - 4 `: -r- ��r / 42.38 li �� I i I 1 \ - / 1 l '''>''''''->- '' . >-" i t 1 , 1 V�' SETBACK SUMMARY ..tea / ` /, r---,„„-i�..- �i Ii 1 Ji o o • 9- NI ` FRONT SETBACK: 12' /_. , o N1 d ------ -� -- --.---1- 1 ,c0I N N N N\ REAR SETBACK: 10' so �� r `� � /l� � .- �� mss N r-, N I N '3 I 1 .w j \ L 1� COVERED PATIO: 5' - 11 I" 1� 1 J II 184 it 1 1 t� 1 ` \\ SIDE SETBACK:* 0' Y ,% �, \•\\ 5 181 0.00' 4 0 11 / / \ ' ' GARAGE SETBACK: 20' `` t �� 1 183 1 2,396 SF ` :o i // , ``<i 45'-0' 12. -0 1T-10 1/2' I T-01@' I 12'-1' 1.-T5'-0' 1 21'-2' I 4'-0' p "�. i1 . T-0112• I AA AMI'S"! * rØL�a- .�, rte _ _-, ip I�'1����.��Illllllllllllrr��lel■■I■■ J =r 101,A z,„A,Al i,4 1.,.. .1 J• r F4 r.1 uniiii 1";gtr," A': - 41 9 1.01-910411infat " D A i= M; I A191;0.44 mi A ‘11111W . y s Y IVi CP ilk q ' - 25'�114 ■ 1 ds P4 (4) N�� �h I a 451� Kf� �I r �.. ,,1 ��■� y 41) ., , P UIRD(2) `� - ir 4Aei i rli! 0 . 4.33 1 III kid oh . P4 its lie , ,. . (5) _ _. i.) • -i. -Fa .RV 1 .il...1 .: m ��ii■ 4. Ai 41,_ I , rig ice- II I n L, Li Pli H . I —ha .8. lie 371-0" cP �( H • iint;mt-7k% 06 °IA_ 1_•:,_4‘,:,0 LIN ,,,.....- .6_.,....... . - - ARM .• , Ill1 II ■■_ _ \tn l � re N Ir !pi 70P:6711 4 �� I�� # .► J r,.1p,,,,i,i, IR,PA 4 4 1,' r; pl..6;I M ' it , . , ..a. VI ES. 4 71 1 N I 1: A.4`if.',0 Iri MI .: N - L p I _ -.1 II',I� / T11141 4'-0' I 21.-2. I roil _l1T-101R' I 47'-O f2' 1 12'-1' ¶'- 5''' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON 07/12/16 PLACEMENT TRUSS CA CALCULATIONS DO ' ENGINEERED STRUCTURAL Mpt, PROJECT TITLE. REVISION-1: DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING ENGLISH 5X STEP LOTS 180-184 DESIGNER/ENGINEER OF RECORD ac' =, er PLAN: ' RESPONSIBLE FOR ALL NON-TRUSS ' DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING ENGLISH REVIVAL NPEEI{ ,EX / LOTS 180-184 DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. RIVER TERRACE 0.088" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 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 Q 0 0 BM6 _ BM6 _�BM6I �6M40� i, �BM401 f = RMI II v= v v o IIRM1 II RM1 er a ARK zs RM1 1 RM1 �I 0. K _ IRM1� ®II 10- _ w A n - =-- =_ -=P =-•_ �...- M Blel M M — c_. = t6--a-- m-. = _ -.r 1� N m B ,= O 09 a „ - trl II fl-- 9 9 In _ tI - m m ao 0) t - III :8 ao m m m m 8" — - t IIv ®II -_ Ilv > 9 9 �. '_. It, �0o 1I u_ u_ uu.. u_ �I ,. Q - .n: Ifs ` II _ tom v -' �- IIS � � 4m 12 }15� Ilm IfY�QAiz 10 1s .._ n� $MIf" � ui 19 4!K'4��2-1A'-15� � II m � I � _ m _, u�. LL LL � � LL � I o 9 I 13-0J-00 III g `° e w II n ri �, w .m In Ir III n.-0y r•'1 ,: I 9 V 1. ® (` e W� ._ n. .. . p a 9 _, �_ is n n a. . I 'Nal.. F05 ei . ° ° F05 w • �' Iffi _ s cc f cc ..tet 2-- 9_ 11' I U A A III I ,I L-.. ', t /ll 911 IRM1�1' ,. M1� _ �IV�� � ISR 2 0 ,� a l u ml .. m m lit m » RM11 O IRM1 2 IIP N >8( N _ N E .I,..�. r'-ri' .,.<< re N IIS 9 '•'• `' 4 it M II 4 » m. m 1 . O 1P cc cc O Lam, t i � Y = �I — .•- , III � Y,.� � � 1— P �� � � ��I � Y:w ��..-: ._..; 911 � IIP � . . _ tt' IIP E.,-. ce{ w K IIL�. �,. b ... �... III IIP ,�., - v - _IBM2l 1 jBM21_ijN BM2�- I . i P 4 � �,_ 1 b q D__ a 4 v» RM1 O R A . m A D F y - d A A t_ - ... 'm 39 - w j 3 2`. $ rc 1 e i .. • m Y a: <. =.. A '2 z 2 I _ o w LL ,A ce Lu �RM1�h _ <4 MU < cn BM24 � � RM1 �.___ BM249 o h N1-03-00 BM24 y 1' M1� � ��J Id�� __ �__ �_ !I i u y 1I I1 A RM1I �RM1 �RM1 y i'-------------- 1_ __ ___ tom- �� - — 0 RM1 >:- E-, Hr- t ~ ~ rx rt Q U Q U Q U G U arc O CC O N O Ce y O Ce ' re ' tY '- Ce z a ? a 1- o 1- 0 1- 0 0 = AI) I N + Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 180-184 Pacifi umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1_ FLOOR LOADING: BK1 11-00-00 1-3/4X20 LVL 1 5 BLOCKING PL16-296 UPPER RM7=RIM BOARD 40 LL COMPANY BM40 11-00-00 1-3/4 X 20 LVL 2 4 150E & TRUSS BK1 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I dill BM4 5-00-00 1-3/4 X 20 LVL 2 20 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I p--.. —'�_�——,—=�.' BM2 4-00.00 1-3/4 X 20 LVL 1 5 ACCESSORIES QTY ���—�1�`I_—1�1 RM1 4-00-00 1-3/4 X20 LVL 1 3 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �_ BM24 4-00-00 1-3/4 X 20 LVL 2 6 RM1 3-00-00 1-3/4X20LVL 1 3O HIT420 86 SHEET 2 OF 2 RM1 2-00-00 1-3/4 X 20 LVL 1 21 RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen, remove,cut or notch 0 HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. IIIIIIIIMMIIIMIMIIIMIIMIIIMIIMIIIIMMIMIIIMIIIMIIIImlliimllmillmillimilimilli .-----------7--E PATIO CONDITION J CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONG.STEPS GONG.STEPS GONG.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING MMIIEMI NMI IIIMIN FOR PLUMBING ` - _ - - - 5)PROVIDE PROPER SUPPORT AT ALL - MEI linir iii=- 1 III Iliiiii�_ __ _�_i ill Ili�ie`uin�_—_ _iciiiiiill Ilri�i�i:uflr•i_—____�_iiiil Ile05—waG—__ �i�i-�-�i SHEARWALLS iii I I !'I, =-I shear wall blocking placement and connectors Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL DES/GN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA C***DECK GONDITION*** OF L/450 FLOOR LOADING: 40psf LIVE LOAD 9-1/2 RFPI-20 5 1 6"O.G. ,i-1/2 RFPI-20 0 1 6"O.G. F-1/2 RFPI-20 0 1 COO. 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20®1 6"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LEEP/NG AREAS: \ 3OpSf LIVE LOAD R, R1 \ R, _R1 R1 12psf DEAD LOAD -i __ _ _ I ??- Y _ i i 1 Ili i 1 I I II II 1 I 1@,i I I . 4 . '.51 P, - K - [ I , I 2 fLIVVE LOAD _ II I it 1 ®, R+ 1 Tpsf DEAD LOAD R 3 1 I I I t 1II d I I I • I l (��I1 § _3 3 _3 .l3 _9 3 _ 7 �, `IIRI R1 IITI. l 3 �' _31I 1Rt ® .,1 .. ....i II.�.S - - ___: 'Sal 1 Ii i 'I .a:wvw3 -ice { I� i �� L -t . 1 , .n 11 .n l' I �' I I Z 1 n 7 .l Jn _h i'' J J 77 1 .I I�C�iwi— I _ —t @. I h ID ja I tt- c. I 1 p ! 11 II zt R1 Rt 1� -1 R m N .n-":uin:'".o, .,wn,.ro,,.w..., I 4 R1 1 _ 0� Ob .5 RI R1 R+ R, R+ R1 RFPI'BLOCKING PANELS WITH DEARINGr1ALL ABOVE II I NT.S. J wa I R2 l 1 it I 1 1 I R2 1 -�5 6 �6--6 DRQ I R5 I --._._- ,II I' ��� Ij. 14QA1 ..__- 1 "-___- 1 ��E:i�iiE,, -- _- ,II _e -r f 1 __._� 'i 1 3 \ a��orrTgFo6.A3o�E. B5 I I I' If Tom, " i -_-_ __ SII E�1� / 07 3 - -,3 - -3 :'5 B B ILII\ , ,, ., _, ! I9 3 �9 .B _9 r . , ,,,, 9 ,, , „, ... t . , -1. 1 _ _._ -+ ;d I 1 I 1 I I It I �.we _ _- - _ MI POST LOAD TRANSFER DETAIL ...Y_- -_) d - ,I L L L L-- - _ 1 vlaaan���a 2 _--T , . I,._ �� -} - HD 3 H-R9 tih.-..._.. ....-® - I 7�1 o- -.. _-- R2 N.T.S. • zc. 6 L _ • R 1 1 H 2 al R2 ._- ._{_HR2 d I L .�;.; R1 1CrCC...:.J1---y .-S 55 55 �I ® "� I 1 53 I -4 -)D. d r IMPORTANT./ —.FOLLOWING MATERIAL LIST COVERS EITHER CONDITION.."*. I REFERENCE INSTALLATION FL 16-296(MAIN) (LOTS 160-1b4) GUIDE FOR ALL FRAMING POLYGON ENGLISH REVIVAL5-FLEX 5-7(A)K-1(A) DETAILS AND I-JOIST INFORMATION Mrk• Material Width Depth Grade 04 Gut Lth Tot Lth R1 1.75 LVLR,m 1 5/4 9 1/2 1.5E 55 20 /60 R2 05B Rim 1 9 1/2 1 16 112 HDR1 BIG BEAM 5 1/2 11 1/5 21E 4 16 64 HDR2 LeScade5.L24F-V4 3 1/2 10 1/2 F5"2400 2 14 25 LPGEND: HDRS C85cade 6.L 24F-V4 3 1/2 10 1/2 F5-2400 9 4 2 p iiii 1.., umber @1 GascadRiclaem LYL 1 3/4 1/2 1.5E 3 4 12 �--� 52 RigidLamLVL 1 5/4 1/2 ,.5E 4 2 a MAIN FLOOR JOIST LAYOUT (H -HANGER GALLOUT 53 51G 5 am LVL 1 3/4 v2 15a 14 10 140 �/ B4 @IG BEAM 3 1/2 1/2 2.1E 2 6 12 SCALE: 1/4"-1'-0" ` ® B5 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 & TRUSS COMPANY ..SUPPORTING POST B6 BIG BEAM 3 1/2 1/2 2.1E 10 4 40 B7 BIG BEAM 3 1/2 1/2 2.1E 22 14 308 ® -POST LOAD ABOVE 59BIG BEAM 5 1/2 ,n 2.1E 2 16 32 -el BLKG1.15LVL 3/4 1/2 1.5E 119 3 354 ROSEBURG FRAMING SYSTEM`" R -RIMBOARD J1 RFPI-20 3/4 v2 9 to 162 105155W ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 J2 RFPI-20 5/a ,/2 +, a 55 quofityengineeredwoodproductsfortodav'sbuitder^ LB -LVL BLOCKING J5 RFPI-20 5/41/2 59 14 546 PLAN: eNGLI5H REVIVAL 5-FLEX E-7(A)K-7(A) (LOTS 100-154) J4 RFPI-20 5/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 2018 JO -JOIST BLOCKING 45 RFPI-20 5/4 1/2 2 16 52 RIGIDLAM'LVL RIGIDRIM CUSTOMER: POLYGON 40 5551-20 5/4 1/2 14 20 592 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. PLAN DATED: 6/28/16 J -JOIST GALLOUT J1 RFPI-20 5/4 1/2 20 26 676 The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber ROSEBURG FOREST PRODUCTS R03eM1RG rOREST PROOIKAS' J5 R551-20 3/4 1/2 12 4 45 Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other J9 RFw-2o 5/4 1/2 s 12 6D DESIGNER: KAM/L.HENDERSON DATE: 6/2el/16 5 -BEAM(FLUSH W/JOIST) product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Accessories copying of these plans,infringes rights under the Copyright Act.Infringes face Liabilities that Include 40PRF PI•Joi ST �it Q �V i.t Al TH011950-or-1719.5 45 penalties of up to$20,000 per work Infringed,and 0100,000 per work Infringed willfully. P L 1 1 V�� 1 BBO..BEAM BY OTHERS H2 HI/C.01.51/9 4 SO58luaoeO eSTFROBUc1a (MAIN) SHEET: 1 of 2 H3 HU410 10