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Plans (41) rt.Tc /Co — 00'/P LEGEND: ss SANITARY SEWER Paci fie Community SW ROY ROGERS ROAD PLANT STREET TREES: SD STORM DRAIN Des ig,n 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER TYP. —w WATER LINE CERCIDIPHYLLUM , ® • MANHOLE 12564 SW Main Street Tigard,OR 97223 JAPONICA, TYP. [1]503-941-9484 I `_ 10.00' i� // ■ CATCH BAS I N DATE: 11/07/2016 !/ LANDSCAPE TRACT � / \\ Vii/ �� // PSE \� 'afft�_ __ ' STREET LIGHT REVISIONS -- �� _ ' ,_ � CIDCDC-C X=) �.- _W; - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I EROSION CONTROL - b. 'I- / -— - - _ ,, _------L- r! 7.94 j i ,/ .. _ >t�y�' f, i a> $ - /a a 11.8 , "�' 287.8' /y. ° ' STREET SECTION, SEE a jr / \ a r 1 © CONSTRUCTION DOCUMENTS —�J��� .ter- ....,. N e`\�. c. �° t ' 288.8 �! 5� �`��s��-��-- --.�_� t� , �, �CI�r7—fie 1-- i�.F.^..S_�" ItY -=-.._-.- � own '•rte, — �a t, — - �.!Mk -�j 11, - I I '� - - I a """"1111111111141111 ! �V� 284_ _ -_z SETBACK SUMMARY !i I I I I I I ,' " '�""��� "i 11 I I ;I j FRONT SETBACK: 12' I I I REAR SETBACK: 10' I' i 15 I I I 11 / II II I1 , I1 i II tr. I I: i' I II 0.00' j� I' 11 I J I COVERED PATIO: 5' a I II. 1 I LI 174 r1 1I ; • I SIDE SETBACK:* 0' a 1,665 SF -� I / 14.46' 1 GARAGE SETBACK: 20' E ! I a t � ;r11 1 '^• . - PORCH SETBACK 8' 4 ( I BUILDING: ' I11 p- )t I I b I I 11 1 .°o 0. ii ' I I I / I t ,c1315PLEX-E7D 11 1 , 176 i 169. ; 1 TRATE 170 17 I 172 I 173 / j UFF=294.4 : oRACT F 175 * FIRE CODE SIDE SETBACK: 3' oc.i f' (`� i I (! I I I I l if i 1 1 GFF=284.8 1I I / I 1 I L f� I � `' I l FRONT `_' 1 1 c _ i ' I GARAGEI 1 z _ —-- �„ �1i __ � -- I. I (� - — �ti __- I - I = ' -- J E � ` -- J LOT COVERAGE: Nr II 7 .f I I -- I)I II - - _ - V /1 I L° J h. --I- I I I — -- / / --- 11 I 6.00'_ I-- I " LOT AREA: 1,665 SF _ 20.69' 18.62' 1 I PUE — RIVER _ — — / — i1- BUILDING FOOTPRINT: 646 SF ____ AM.' __to/ibili,4041041.410404/1,0041C+411• istamwspla MEM atik.. .-_ ' ' , . — TERRACE alliliMENIIIIIIVANNOWIENINNIF— 33) 11111111,61111•11111 ��■`1��' COVERED PORCH: 48 SF NORTHWEST 7 r. 282.0 0 �., O .—'—�i_!�11W A� W/ �IVAREV I�— ___ �iCANTILEVER LIVING SPACE: 72 SF Lo N M ������� J W N N N SIDEWALK WATER METER 11111 COVERED PATIO: 0 SF o co ��� ai/ STORM LATERAL 1-71 • •• 0-7 co Os Os >tS �III t l OS� �� DECK AREA: 92 SF d r SANITARY LATERAL is j LOT 174 I� 1 . . I / TOTAL COVERAGE: 858 SF 32.00' 1 I PLOT PLAN OSW AUBERGINE TERRACE PLANT (1) STREET TREE: m SS SS SS SS .► f` • 2"CAL. SKYCOLE 51.5 % 0 illillifilik HONEYLOCUST/ GLEDITSIA IMPERVIOUS AREA: 1,078 SF I �����m� u n' --- mTRIACANTHOS INERMIS 0 I Ln ci I I r 10111111111SE 111 PEW nallitri lia '5 ! AllinilliMINE IR \--/ IWAtilial.1" - Nt I / 41111W1 . , CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Iaing3 0 PROJECT NO.: 395-037 O 2S1 W6 Date: I TYPE: CONSTRUCTION n SCALE REVIEWED BY: PRE co LOT 174 (R-12, ROW HOME) Initials: LS ,0 20 as co RIVER TERRACE NORTHWEST L1 INCH=20 FEET CL 13250 SW AUBERGINE TERRACE Z ( PATIO CONDITION / CONTRACTORNOTE5: 9 11 VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN CONC.STEPS CONC.STEPS GONG.STEPS CONC.STEPS CONG.STEPS (UNLESS NOTED OTHERWISE) 4 "- ' �ierii.Ti.i�ll Ilii�i�ici:iii�ii—moi'-"�i�li IIGi�i ` IIMI 5) ER SUPPORT AT ALL 1i MEM 111 NM N )USE CAUTION WHEN I - FOR PLUMBING PROVIDE PROP -"•'��—�' —'u.an�—ia�rt;iiii�i�nll Ile� iiii—_Ica-ii�i�ll IIGiaMi �iG�.Wiwi---�•� . SHEARWALLS 111111111 I IIii I H l11111T71! li ! IJ4ifTfl I I iuillitiL This layout is to be used in con junction with ��� -'?! jI Architectural/Structural plans.Verify all I ' shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD SEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONT WALL PONY WALL ayout prior to any construction. P25/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR •�f\l EXCEED THE LIVE LOAD ***DECK CONDITION*** OFL 4130ONGRITERIA FLOOR LOAD/N6: 4Opsf LIVE LOAD 9-1/2 RFPI-20 0 1 6'O.G. 9-1/2 RFPI-20 0 1 6-0.G. 4-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 1 6'O.G. 4-1/2 RFPI-20 0 1 6"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEPING AREAS: R 1 R 13Opsf LIVE LOAD Jy:a,, F I I 11. ' , 1 "II II 51 , 'II _i___ R�__.—.--.- R, 1 2psf DEAD LOAD _ f j r,a _ I- R, 9 1� ii ! I 1 ' I I j i ,r ROOFLOAD/N6: III 1 II I 1 I2 Spsf LIVE LOAD II II 1 I I I II II I I I I i i i i� Js R1 17psf DEAD LOAD it 1 I 11 1 I 1 II .,'-'-'4- t. ce J I I I I I II 1 I P- Rt 111 i j i 1� II3 11 1 1 I 11 1 I „la .9 It "Y .13 i •'' - R1 h II I ! 1 I II y l I yn. ===== i� I I I ( 11 1 am.dMwxn "A.MHH4 MI i Ilei=i__-. ..... ._. —._: —._._ -.=_- . _--•----_ I• e,so-+aM.6 0 al �, -1-1.1:.--o, - LI11I 1 J 1 1 1hiTTt : h1, T /I I j11I � ' I II 111 ; I R2 06 Z � i� II 1 121 I Il I -1 R 1 I ' I,1 1 t Rt 1 .II J °-°"4'$� �' Rt R1 �.HmuauSuRI R1I R1n nr.nmp w.-turoiaR 1 I 1 II I ± R1J iIiI Il I Ba RFPI BLOCKING/PANELS 5TH BEARING YIALL ABOVE II I , I I '� I 1 I I I I II ! I I • 1 I N.T.S. 52 1 I !I II ! R2 I 1 1 I I -T t I 1 I 1 I ua I =._a_.,:_i__ Il J. . - 1 . ,,,''.',H.' ii , ' 'MI -2 ti 1 , 11 : „ .1- Il1 so�BL«KAPOSTS morn weer. II3 i I ft2 'C. 9DEARS.AREA...00HS E,R�,9T°PTA6°a®9 1I IIl ! 11 1 .1„;, / L PERo9TA•,a MATON Si - ”-- ` I 1 J ' i �I I ` �� �I 7-'1:7,1 Ir �B�� h 1111 I 9'i I :11.' I 1 I I � M� l I II fi fi B S �) _9 6 Rh 19 / �% e 1 5 lap ( I 1 I J ! I 1 ' g�I I5fi I II 51 I ( r„,._,,,._- I /'� 5a JoJ� I I1 11 I �i1: 11 I I I u i 1 l I II I' 1 ! I ! I t •iI �' I ! i I of oJlfo g, L ��_:-I TO - — H;-2 1. _!3�=�•._ I I n Hm 9 .. .?iS : HD 9 ! I I II ND'9 1 I I• 1 II Y-.J._. R1 I R I R1 ---1"'-=1 ll j R I H 3 1 i 610 POST LOAD TRANSFER DETAIL d _ €( 1 •....POLLOVANCMATERIAL LOT COVERS EITHER CONDITION""` I IMPORTANT! PL 16-216(MAIN) (tors 110-114) REFERENCE INSTALLATION POLYDON PRENLREVNAL54'LEX E-1(D)K-1(D) .+ Mrt• .r rl l ,Ne.tb O•pt9 Brack all aat15 Tot W. GUIDE FOR ALL FRAMING H DETAILS AND I-JOIST INFORMATION RI 1.15 LVL RIm 1 9/4 9 1/2 1.5E 35 20 160 R2 °sprat 9 1/2 5 16 80 HOF 56 BEAM 5 1/2 11 7/8 2.1E 4 16 64 H0R2 C 6C.A185L24P-V4 9 1/2 10 1/2 Pb•2400 ,a 28 F.,- HORS R�Gtlm LYL 4F-V4 3 1/2 9/4 10 1/2 1/2 F815E0O 9 12 3 4 '015 3 Pacili51 ` p umber �\ 59 E.BEAM 1 1/2 1/2 1.5E 5 6 50 MAIN FLOOR JOIST LAYOUT ( H T--HANGER CALLOUT as E.BEAM 3 2 1/2 2.+E a 6 24 .. `JBb RigB.BEmLVL 1 9/4 1/2 1.5E 9 4 96 Bb B.BEAM s 1/2 1/2 2.1E 1 a 28 SCALE: 1/4'-1'-0' ® ..SUPPORTING POST B1 BI �.M 3 1/2 1/2 2.1E 22 14 908 & TRUSCOMPANY BB 816D BEAM 3 1/2 1/2 2.1E 2 tb 33 09 56 BEAM 9 1/2 1/2 21E 2 12 4S ® 5 }3 -POST LOAD ABOVE B1° 60EAM ° , 2 1/2 2.1E 2 ° ,b ROSEBURG FRAMING SYSTEM" JB1 51-K51./5 LVL 3/4' 1/2 1.5E 118 9 954 R -RIMBOARD J1 RFPI-20 9/4 I/O9 to 162 ' JRPPI-2° °/4NI1/2 /O 11 4 6° 105 15 SW ALLEN BLVD BEAVERTON.OREGON.17005 (503)858-9663 LB -LVLBLOCKING 9 RFP20 5/4 1 2 96 504 quality engineered woo dproducts for today's builder- J4 RA1 2° PACIFIC LUMBER COPYRIGHT NIB !�/ PLAN:FRENCH REVIVAL 5-FLEX E-1(D)K-1(D) (LOTS 1 10-114) JB -JOIST BLOCKING 5 "O s/4 1/2 2 1B RIGIDLAM LVI. RIGIDRIM- J6 'RPPI-20 5/4 1/2 1 a 28 992 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. CUSTOMER: POLYGON J -JOIST GALLOUT J1 RPM-20 9/4 1/2 26 26 616P y J9 RFPr-2o 9/a ,/2 6 4 2a The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/1 B/1 6 B -BEAM(FLUSH W/JOIST) J9 RP51-20 3/4 1/2 5 12 50 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other J10 RPPI-20 3/4 1/2 6 6 35 product supplier other than Paclflc Lumber Company is strictly prohibited.Unauthorized use or NOR -HEADER(BEAM BELOW JOIST) Acceescrls copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L.NENOER50N DATE: 6/20/16 BOO-BEAM BY OTHERS 3i TH011950-Or-rrT95 42 penalties of up to$20,000 per work Infringed,and$100.000 per work infringed willfully. RFPI-JolsT H2 Nucola/9 1! PL 1 6-216 (MAIN) SHEET: 1 of 2 N9 U410 RIIi7iRM'O NRRTPROaYCAi 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE STARTFRAMING HERE S <START FRAMING HERE <START FRAMING HERE 0 O U BM6 O O WI - I - -7- 'IIRM1 IBM6� �BMB �BM6� IBM6I r� Kt �_ RM1 II c- -r-T IRM M1 STA: _„r___.__ ,,,,,_,._-„ GU-� :,---r--1="... -_-_,A,_-_,A.,------ ' -- , -11 ..:° K1 -.---%-,-,4e,=4�- -B -')_-_4'__ IRMt RM1 If - K - I�+ I- - -- II 4 r 1 o v 4 0 0 o o IIv �IlII 0, rn 0, 11 r ��o cqol cr - _ . I- ®+ " " Tila ■ a 12-1 15 If m m II LL LL LL LL LL ti ir m cG LL I i1 O fr e-• II 2"-- LLLL LL op O O O O . ��aJ �O omi !; 1 00. III " ul @ee e n I� . �I 12-o}16 nt'� p 4 4 '12-1 -15 pm I LL IIuL1��ljlllI` l LL' II 8u. t q 111 e e e '111 -'.- ll 9 a ] a III a p W A e 1 III It I —I FD5 14 F14 14 % w. w L I F03 ° Fit F11 F11 i i F05 q b F03 F03jai F11 a F11 iur'1 F11 1 o I F03 g I F03 13 a F11 F11 u� Eli 4 ma aF a I 4 I F03 ® ' F11 F11 F11 ! F03 I® FD3 • 1 F03 9 FOB 9 ell F13 F13 F13 �. F03 F03 • 'I�• F12 F12 * p 1 QA 11114 FO6liwum ISRM F04 T IIa F12 F12 �11 F12 �� F03 ;-T.I 2 0 ' " L.l � b �`1 F12 �I II RM1 m F04 a F121P co t �{ { F12 m in F12�_J 1 F04 0 �'R 11 l I,:. F04 V® N I� 4 F12 ><Ag / F12 4 Oil 1FL -7 Q Ft2 �II IF04 mre 11 FD3 I l a ® mi° 0 F12 F12 A pp� al'' ® 7t F12 I1. F� 1I —p F03 I F12 Y f E 4 F12 0 ( I 1 A F12 �I 11 r� F03 IIP ma II III re I /� F03 — ;iiF03 III F12 F12 �II EE Y �j �i iJ b IIP F12 4—� -�— 91ON 1 I' gi III F12 7.1ih F03 �2 t F03 . IBM2I 1 I.. 011,3"), I ._� F12 IBM i JBM2I_II;I 12ia: I F03 d 0�R1--A F03 U 0 FitEli U F11 J g ti 4 �III• F03 4 F11 a F02 ( Fit F11 �� y 6 r F02MU m 1 F02 A Ftt F71 A !!` 0 im A a 2 1! 4 F02 IEJ F02 w Flt F11 = "I'' .I y a a I1 ! F02 A I —I F02 F11 F71 Ftt g ( d xF02 P F02 m F11 a F11 & i Fit Ii �I E02 q'Y' ila F02 Ft1 F11 H F11 J I, LL S rl aRMt(p�.. �IF�RM1 '-0 �� •r�r u --t - - --- • I- �: ;'I� F02 i y I FOt 11 Y�1 • I _ M1 �] maimilaimai •1-0 i 0 �0 BM24 B I'M1 �i t�� 0 i -4� Mum IRR�vrlI �: F I� IRM1Ig. } M1 II, g ¢ ¢ ~ a 0 a o 0 o 0 0 a a a a v Kre Z CO OLL K OLL N 4- ..'t Q 3 a 3 Q Q w a; ti = io i.3 53 E0 n I . Products PIotID Length Product Plies Net Qty JOIST WITH RIM 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 RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 170-174 I ALL BEAMS AND CONNECTORS PER ENGINEER 1 pacrfi umber RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-276 UPPER RM1=RIM BOARD 40 LL 15DL & TR U S 5 COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 6/20/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00` 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I LI i BM4 5-00-00 1-3/4 X 20 LVL 2 20 I FLOOR DESIGNED TO MEET OR EXCEED I./480 DEFLECTION CRITERIA I BM2 4-00-00 1-3/4 X 20 LVL 1 5 AO HIT420 64 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen,remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 45.4' 1; 8'-4' I ,a R'=,o, I r-0 UY ( 12-1' I 8'-0' 1 FJ1I1 ', A ., �b '1 I. ilk ". Jaffa"FalliallOh. L,k411111 AIM - -s,�!'!!i a2 iV r? 0 Volin. ...t,41 GA I All eigitimi li;‘,1--.7.47 IV "-1:,,, ,Iiiiii,il_ , To' allWpjill S= 9,11 I r�tel` � L! u k- I� L2Jit3 It I. IPW G. • Ft dk 3.itro-:- z 1 42 ' �Ir_ ik:,:! 1 IS02111111 I — Allaiji 7IIO'. -` ` !Fall lel YJ1 lie .II."l.' -..N.....7-...NN di 23 b Y 1 _1iip 11Amot AMA h4.5,----1::i. p b U IllimmI Illr•1111 rill -* IF yl, -, _ Wi 4l . . `� ilia III G5 LI Ail •' `:MES 42 91-- Li 0 26 ti Illija 1 I i \ moi GJ1 IW MP= Hl Iti1r ! iI `moi_ 4 • :21 �giilIr �� ��. 4'4IrNIGJ1 I iip 04111.11 al iv .1h. mai pin-fum_,,-,-....p.p.,- firiii 14.,..... : K .P. j-lc. ;11,01. iiiiii• 4*r p•NIMIMO=ty1111 illi Inei. ..„...„___&.....,...,_,,,_"_,_,..,, _ �Frk6M11111�,� 1,� �111141 7 84' I 10-10112 I 7-0112' I 12-1' I 8'-0' 454" 1 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/21/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL ', DRAWINGS FOR ALL FURTHER NRT FRENCH 5 PLEX DM INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN: �DDRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS ;'' NRT 5 PLEX / R"E�iiEE DACE TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL 8 TRUSS COMPANY 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.