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Plans (3) /4499 skJ s1 P AO ificg 22otg-00265 LEGEND: —ss SANITARY SEWER Pacific / i l / f , / SD STORM DRAIN Community o°, a`ti 290.0 in 286'7 / Deslgn ``, c\, N N N R , —w WATER LINE _F- - € 7 _ �..-r _ y ,. «€�I.. .�. �,. 2�- ,2564 SW Main Street •—�:..-'_' .--,-...E-=•---r-�,.�.���,—.Ps,a..,.^.T__ __ - _ • MANHOLE —•F ��-•-. •-�-�— �r-� -�. � Tigard,OR 97223 ._..- _.__ ._.._�- ._�- ...- --- —^ -^"' __. _ [T]503-941-9484 _ — _ -L.-L. -- -- _.... -- -------- 285 264 ...._ --—„r -- ® CATCH BASIN - — .- --- -^^ �' DATE 3/30/2018 r _._. ____ _.._ "_" 281 -- ."..- J —_ _._ _. ,®. -"",_ ___-- — L — — 28 -282-, 2;:0::: 80 w - ( REVISIONS ". --- -"' "_ ----"' '"_.... ,-- NO. DATE DESCRIPTION y''` -- — — _`27.37' -- _..' _ ---- -'_ `-- — — STREET LIGHT / J 35.37' a 1 ti / ( I JI I I n JJ I STRAW WATTLE PERIMETER J EROSION CONTROL /J �J I ° J i I I j N I I �* FLOW DIRECTION ARROW / / I -/ 1 --_-_, / / STREET SECTION, SEE J I 4.79' I 21 11 1 r- 1--74 © CONSTRUCTION DOCUMENTS / J I J /I 5,01SF Iilj j j I / / j / / i\ J / o, BUILDING: 5D I/ o J21 SETBACK SUMMARY ' I / 4 i 212 / 11 FF=281.91 I o, / FRONT SETBACK: 12' J 1 J j� SIDE SETBACK: 3' J / II f / I I I j _ STREET SIDE SETBACK: 8' / / ; 1 / I 1 j / ' FRONT PORCH SETBACK: 8' 5.21' / 11 / }1 I GARAGE SETBACK: 20' J GARAGE / I / / COVERED PATIO SETBACK: 10' / t / / i I / / REAR SETBACK: 15' i 00 I j j / O H , cN cN LPORc _- --i / 6.00' 1 LOT COVERAGE: / [ o o - �� /1PUE, TYP.° —Ra _ o'I I_ RIVER / . ... ._.-, -, 20.00' N — — — _ =15.13'= _ / LOT AREA: 5,019 SF - - - - - - - TERRACE ji,iiiii11 c, .... '`` :: ::::::: T: 1,826 SF � EAST NO. 2 Arilor 277.8i 54 SF N WATER METER f�� !i, \ COVERED REAR PATIO: 170 SF J o v v ig \� (1) KATSURA TREE / - \, s.,, STORM LATERAL V CANTILEVER LIVING SPACE: 12 SF �.._�.� ����.� �� __, LOT 213 W \ CERCIDIPHYLLUM JAPONICA SANITARY LATERAL Q \ p� \ \ DECK AREA: 0 SF PLOT PLAN o SD ,' SD / SD / j/ SD D SD TOTAL COVERAGE: 2,062 SF 0, j / / - \ op / ...160,..,- W = - w = w �— w a rf\ EIYSWAPIDAL'E ROAD � f ` ' _AIL + ', k IMPERVIOUS AREA: 2,622 SF E: 11111111111111111111111111111111S1511111101011111111111111111MMI U V 0 POLYGON NORTHWEST (503) 221 -1920 PROJECT NO.: 395-064 2S1W6 Appraved by Planning TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 213, R-7 (PD), STANDARD Date: -q-fig s 10 20 RIVER TERRACE EAST NO.2 l'1 tial5: Sc. 1 INCH=20 FEET z O6n51-ici SW APPLEDALE ROAD ROSEBURG FRAMING SYSTEM'" ,' �.��� a� PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for todaysbuilder- mwm.:w '- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. w soup e�ocK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber r-, ... All (I ...OP.?' vowsrno.,neove Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI DLAM-LVL RIGI DRI M N ALLSwascan. ro'.",w,,r,,: 111‘1110 m 1-0x1 sewnsx ABOVE s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG,WREST PRODUCTS ROSEBURG FOREST PRODUCTS „e.,,�. ,II rea visna,e.Hnrcx copying of theseplans.infringes rights under the Copyright Act.Infringes face liabilities that Include \C ' -----`` ser,ruxs..een orewces na 9 9 9 $19 / sewn TO vosr neove penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. ►j II�!! RFPI Jo sT r lIP.f it I/\, CONTRACTOR NOTES: DE5/5N NOTES: °"" MAIN FLOO1)VERIFY ALL FRAMING R 2)ALL FOOTINGS PER DESIGNER'SDFLOORITIONS THIS SYSTEM S PLAN DESIGNED TOEE OR Fri deed �aw.,�'"tlnu5rtn.,-...eao��e EXCEED THE LIVE LOAD SCALE: 1/4"- 1•-O'• ALL MOPED DESIGNER'S DEFLECTION CRITERIA 3)ALL BEAMS PER DESIGNER'S PLAN RFPI BLOLKING PANELS YaTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERYVISE) OF L/430 N.T.S. are. 4)USE CAUTION WHEN GUTTING FLOOFOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 40psf LOAD \ SHEARYVALLS 1 2psf DEAD LOAD THIS IS A PLACEMENT PLAN ONL Y. OOpsfSLEELIVEG LOAD: 30psf This layout is to be used in conjunction with 1 2psf DEAD LOAD START - ART Architectural/Structural plans.Verify all I I I I shear all blocking placement and connectors ROOF LOADING: I FRAMING FRA • NG II ur haser responsible for approving this 25psf LIVE LOAD 'PATIO /HERE HE•-E\ PATIOI \ut prior to any construction. l 1psf DEAD LOAD R1 �1 I R1 - I I .19 bd JI J t 11 .r ® CONFORMS TO DESIGN CONCEPT J II J 1 R t Si J1 JD ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN Jr, I Ji .11 H J,..". ❑ NON-CONFORMING-REVISE AND RESUBMIT 02 J9 Fl JB THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J5 '�� Jh WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �7 ii FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE JCi (I I 'I� JE 2R 1 R 112 - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY JD J-1 1 J-I Jr, OVER THIS SHOP DRAWING. J�1 •I rig B3 •_• !'t By: Arnold A.Solomon Date:Way 11,2016 Jr, 11 J1 , .15 51 pp R1 CT ENGINEERING INC J5 Q(�C II J1 JI �� J✓ r•l.• J 1 J1 JO _ 1-1 CONFORMS TO DESIGN CONCEPT J✓ pki _ J1 - _ J1 Ir Jr 63 >•'�= I f91 I 1I CONFORMS TO DESIGN CONCEPT WITH ii _ REVISIONS NOTED J5 ;� �� II J1 Jt %�� I JS ❑ NON-CONFORMING-REVISE&RESUBMIT Jr I I 11 _ V V - J1 J✓ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE jlI 0 0 - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 6A - FABRICATORNENDOR OF RESPONSIBIt1TY FOR CONFORMANCE WITH DESIGN ig B 1 R 1 ,I J7 N Ci -�1� � �r� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE J!1 Q Jit PRIORITY OVERTHISSHOP DRAWING. Jb II J2 ® ® J2 _kb By Jeremy Pfarr Date 5/11/16 R1 Li ''. J2 - 0 ° J2 -,I R1 Si MILBRANDT ARCHITECTS F_,I. J2 IL J2 It K • J2 / $ •FR N J2 B3\ -_9;2- - i —11-1 — - Si R1 115-1 - t..71t..71f J2 J2 N1 J2 J2 - l J2 .12• ;' • I J2 J2 - II J2 J2 l J2 J2 1 III J2 J2 IiII, J1 JI 1 I - J1 J1 • I I 1 J 2 J-2 I I J1 J1 .. I � 1 \ PORGH , r 1 PORGH IMPORTANT/ I I I I RGUIDE FOR ALLEFERENCE FRAMINGL _ FL 1 5-5 5(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5D FRONTT SACK Mrk P Material Eldth Depth Grade Cat Gut Lth Tot Lth 51 RlgidLam LVL 3/4 1/2 1.5E 16 32 LEGEND: 52 RlgidLam LVL 3/4 1/2 1.5E 12 28 PaciliiLumber 53 RIgIGLam L VL 3/4 1/2 1.5E 2 _ 12 _ 24 OH -=HANGER GALLOUT R1 OSB Rim 1/2 11 16 116 J1 RFPI-20 3/4 1/2 12 12 144 ® -SUPPORTING POST J2 RFPI-20 3/4 1/2 15 20 260 & TRU S S \ COMPANY ® -POST LOAD ABOVE J3 RFPI-20 3/4 1/2 2 2 4 J4 RFPI-20 3/4 1/2 3 14 42 R -RIMBOARD .15 KEPI-20 3/4 1/2 12 30 _ 360 1051 5 SPV ALLEN BLVD BEAVERTON,OREGON 9TOO5 (503)555-9663 LB -LVL BLOCKING .16 RFPI-20 3/4 1/2 1 1 0 10 J'1 RFPI-20 3/4 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: SD FRONT TO BACK JB -JOIST BLOCKING J$1 BLKG RFPI-20 3/4 1/2 25 3 75 CUSTOMER: POLYGON J -JOIST GALLOUT JB2 BLKG 1.15 LVL 3/4 1/2 1.5E 6 3 13 PLAN DATED: 1 1/24/14 B -BEAM(FLUSH W/JOIST) Accessories DESIGNER: KAMI L.HENOBR5ON DATE: 2/1 6/1 5 HOP -HEADER(BEAM BELOYV JOIST) H1 ITHO1 7950-or-ITT9.5 4 BBO-BEAM BY OTHERS PL 1 5-5 3 (MAIN) SHEET: 1 of 1 POLYGON 5D ' PL14-92 UP 7/29/2014 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty ozai RM1 48-00-00 1"x 14"APA Rim Board 1 1 1 �1wj� o�� • p�� RM1 40-00-00 1"x 14"APA Rim Board 1 1 (,1 i RMI 38-00-00 1"x 14"APA Rim Board 1 1 I'�ril RM1 12-00-00 1"x 14"APA Rim Board 1 2 �,I, RM1 8-00-00 1"x 14"APA Rim Board 1 1 II I —1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ® BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 oBK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 1411 `a1 ISIBM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I alj Imo➢ ; u.7ul BMW 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .Ai. o �'®p o I MI N �' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �,E BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I ��ma0 111111111 ��G':iii:i' 1 1 T�r �. EI + BM8 8-00-00 1.5 RigidLam LVL 1 3/4 x 14 i!"! I! 01 5-00-00 1.5RigidLamLVL3/4 x 14 1BM12 IrRII � � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 111 0 r I BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 111111-300 BM11 4-00-00 BBO2 1 — 1 FLOOR LOADING', AN II � Q;03-�' ��I'1 1 1„III�"",IMMIii � 11111II � III • ACCESSORIES QTY 111l''F' I 0 TH017140-2 26 © 17714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' I__ J U_ O. N C _ HGUS412 1 O I m �, I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING �j. 1A A=A 04 I1— A3EE I AND SHEAR BLOCKING REQUIREMENTS. SII -11-_- �- 4:111■0741■1 I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I 7r- rN �RM1 II.�fj N 1141.0— B_11_MS _R !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I! �.�N,.�. .I w� .�i SHEARWALL ABOVE EXCEEDS ONE lr ROW,PROVIDE ADD'L BLOCKING OR I I WIDER RIM MATERIAL AS REQ'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN (24x36 SHEET) SCALE: 1/4” = 1'-0" ®CONFORMS TO DM.mNan ❑ NON-CONFORMING-REVISE AND RESUBMIT RFVrsrorS NDOYD='O"�"aR W'"' THIS SHOP OPA500 HAS BEEN REVIEWED FOR GENERAL WNFORNINCE NDNt T,,,n zrezFSFaRAI=mT WITH THE RIOIGN CONCEPT ONLY AlWAS ROT RELIEVE THE P��'ii `Lumber FITHITHEODESIGNOC DF PTSONLYIMOEC FOA TORELIEVE PITH TXE OESIGN INVERSE AND GPECIFICATIONS ALL OF YREICH HAVE PRIORITY I,17,�.s,.mxn.K OVER THIS SHOP DRAWING. WMRACTOR SHALL VERIFY ALL DIMENSIONS. By'a�ra AbuaSAA r� Da" S/NE/14 By: Todd R.Eaton DAR:September I. 2014 & TRUSS U S S COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC V J L7