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Plans LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community �I I II II~�I^� Gi —w WATER LINE Desionb ____- I I-- . I Ili J _ -.L- __----- 12564 SW Main Street V 9 MANHOLE Tigard,OR 97223 m 503-941-9484 �',_N `''''‘10 TRACT M ���9 L _ CATCH BASIN DATE: 6/8/2017 G 2 3.00' ALLEY M -., REVISIONS PUE, TYP. s- STREET LIGHT NO. DATE DESCRIPTION 330.5 5.00' 329.8 — � I --- -- STRAW WATTLE PERIMETER i -T-T-[--p- �� EROSION CONTROL I J I I 2 1 r- 1 r 11 1 "'j li r' - -7H I � - I, FLOW DIRECTION ARROW N GARAGE I I 1I I I STREET SECTION, SEE 5.00' I : 1 /� - - - I 1 -5.00'_ - I I CONSTRUCTION DOCUMENTS _ 3�133a��-___ � ---.==LI-1 1-i I- __ paii______2_,516802S: _._.333332- ___ 1 - - -33A-" --- 1 SETBACK SUMMARY-1 IMEMMIllF I335-- 1 .. -- _ FRONT SETBACK: 12' Hill1:3_-7133_16 --� SIDE SETBACK: 3' mil~�. �_ ■ BUILDING:��r , ._._. __-_ -�r�=�___. _ _�_� _.__ 0 60BR -._. I 1 338--- �_� _184 I 1 183 1 _ 1 __ 1 181 1 j 1$p STREET SIDE SETBACK: 8' I UFF=340.8 1 1 FRONT PORCH SETBACK: 8' Q I 1 ; GFF=330.6 --, ; ; ( [ REAR SETBACK: 3' 0 1 1 I 1 / co 6.: I Ill] Ild'il II , N. 1 .f i 1 I_ I ` IIII it -�I 6.00' -- -1J I r 1II t 1JJ gli W 31 PORCH 1 i 1- LOT COVERAGE: a r2,_ PUE, TYP. u•- o 0 1P 4 a 1 RIVER D N — —�— — – –113.00' 00' I ' LOT AREA: 2,560 SF co ' TERRACE EAST W - —`fi _�,j► _�_ � — \ _411111BUILDING FOOTPRINT: 1,270 SF 0) N ii ' Nd 339.8 , ,► 338.8 , © � COVERED PORCH: 121 SF STORM LATERAL ____- 0. COVERED REAR PATIO: 0 SF co (1) YELLOWWOOD/ w CANTILEVER LIVING SPACE: 0 SF o CLADRASTIS KENTUCKIA v� _;s ss' s r 1 S' Ilk LOT 182 o I ' WATER METER SANITARY LATERAL DECK AREA: 0 SF PLOT PLAN 0. I M — SD / SD Sr 50 SD 5D TOTAL COVERAGE: 1,391 SF 7� SW FRIENDLY LANE — --0/---- 54.3 % qr 0_ ` ic N /c J `,.:1 t/c N / IMPERVIOUS AREA: 1,143 SF a a o POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD 0 Approved b Planning395 a 2S1 W6 PROJECT NO.: CONSTRUCTION Q q TYPE: CONSTRUCTION ()ate• a'$ /7 SCALE REVIEWED BY: PRE LOT 182 (R-25, SMALL) u. 10 20 45RIVER TERRACE EAST initials' 4 16835 SW FRIENDLY LANE MST aC -- Cha a. 1INCH=20 FEET U \\%35 Ste \ . SHADED AREA 14" OPEN WEB JOIST @ 16"O.C. =HVAC (EXCEPT WHERE NOTED) :M1 W 10 F01. FO1POLYGON F01 60 B F01 PL15 32 UPPER� F01 2/5/2016 F01Ic, Products I F01 PIotID Length Product Plies Net Qty F01 yBM4 4-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 c BM1 9-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 sFolIBM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 U. - F01F07 I. BM5 7-00-00 3-1/2 X 14 BIG BEAM1 1 RMI 16-00-00 1"x 14"APA Rim Board 1 7 __ _ RM18 16-00-00 1"x 14"APA Rim Board 1 4 1 9 0 1 F06 L 1-03-08 M `1 11 RM11-07-03 T F02 `�I I II I ALL BEAMS AND CONNECTORS PER ENGINEER I 'C ir F02 I ❑0 CONFORMS ro"1-07-03 I�m own sTrOAN1-07-03 ��' F02 a, 11 II O ❑ nw wns nEsuM1TiMINNACCESSORIES QTY 1-07-03 _ En . .`I II RM1 OVra TFI414 9 I F07 IIx MIIBRANDT ARCHITECTS 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' . .>..>�, F01 SHOP DRAWINY.MAMMAL MIEW © TFL1714 2 .>�,>�. F01Akm ..AplmirW"m<.ub m:p.,m.,w" nNm< r we.<F01mna,.a dnwmm R daw<nnon.nn ,m,.bmm< ,ma<I . . � dconba,aJ " blMb Yd b m tr gw a F01 I .ippmed u nowd ematings BK1=BLOCKING `� p ,„� �tr o.tr,od.k. ,�Pmwd.='— RMl=RIM BOARD 40 LL �.�. F01 .«"area pnneebnamn ,,:;i 15DLVSTA STRL'CTTJRAL EN DSFERI4G.LLCm »� F01 21 .=.<+ == w Nn REFER TO STRUCTURAL PLAN FOR ADDITIONAL F01ByD nx,FI<. Dxs ntnren z.mK7 AND SHEAR BLOCKING REQIREMENTS. TRANSFER BLOCKING >�>=>M. F01 _ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I R,�r�ilt- .. F01 0.cc I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I • "�'�' F01FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 7 F01 C, �.>�,>�. F01 mF01aF01�.>�.�. F01 III _F01Er III �__1'r F01m 1-00 00 :j0j, I of DO NOT: RM1 F03 1. 4 Loosen,remove,cut or notch K . RM1 i ` any part of the open web joist. Pacifi .umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`' °" "`�' wb� i qualify engineered wood products for todays builder "" ii°rv`"`�"` o�w.o <e +II These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ,,„, The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI�LAnln LV L RI G�SRI M� .<�. I ��i Company,which retains copyrights to,and ownership of the plans.use of these plans by any other ,I I =7 u , ISEAR1SELOSO Asrreove, product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST nooucTs aonwa eo(oansr peooucJS --___ ,IIIE copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include ��` penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. II!! 40 RFPI-JOIST �;/�O /�. ROSEBURG FARES,PROM= CONTRACTOR NOTES: OES/GN NOTES: ...n<<.< 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS w<�°'"w.s.a<o°." 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ..ems....-,m.s.ro�sM.m,,. EXCEED THE LIVE LOAD (UNLE55 NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REIN.BLOCKING PANELS KITH BEARN6 WALL ABOVE POST LOAD TRANSFER DETAIL (UNLE55 NOTED OTHERWISE) OFL/450 N.T.S. KIN. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD IV I I TH/5 r5 A PLACEMENT PLANONLY. SLEEPAREAS: 30p5f LLIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING, Purchaser responsible for approving this 25psf LIVE LOAD eyout prior to any construction. 1 7psf DEAD LOAD i. 3116/15 KLH PL 1 5-3 2 (MAIN) POLYGON 6013 Mrk# Material Width Depth Grade Gtty Gut Lth Tot Lth JB 1 BLKG RFPI-20 _ 1 3/4 .1 1/2 20 3 60 START START R1 OSB Rim 1 F 1/2 4 1e, 6,a J1 RFPI-20 1 3/4 9 1/2 2 24 45 HERE HERE FRAMING FRAMINGJ2 RFPI-20 1 3/4 1/2 14 22 308_ /HERRE - 4 B1 RIgIdLAMLVL 1 3/4 F 1/2 1.5E 2 24 48 B2 Ri gidLam LVL 1 3/4 9 1/2 1.5E 1 22 22 J2 J2 .J2 J2 R 1 J2 = J2 t3 1 • J2 '? J2 J2 A • J2 r I Jul. J2 J2 PA1^ 1 O SHOP DRAWING SUBMITTAL REVIEW I I OM CONFORMSroOESGNCONCEPT This rwim.mtor g.mal.durm..NM plasma sEmauo ,only0emN ro.rs�cry wrvcerrwnx e L—_ .J2 J2 —__J iV km +i•mednk RetraNl..psro•mas:riem to mum, dm< -.....usuernsr ti corm.mt mu xw:.oram m.�memfromthemmtrom mummer.. ❑ry .— dwvvxtmi mpowMlvyioranydm4cmnfiwn the cminn raavveam 6 ® X_Argra..,...W Rote mmWvBa w""rrr,.r FHd mamma..crtem _Koo yryroved rm. S r A.da 3/3/11 o PATIO J2 R 1 R�11 J2 1 PATIO o ,d � � ... (1 •J2 J2 n �orrd mior tousw.o."' relabel. MILBRANDT ARCHITECTS E. JL'1 J>1 it VISTA STRUCTURAL EricaNBERI*NG.ttC a R 1 J2 J2 —R 1 LL .m .NRast.ea.satoo� K sr Demei.Beer Date:Much x 201 EV 2 - J J2 _--- -_ - ,ii _ --- -_-__ ==-$fi –r–. P IF . 1 = d9 R14-1 _ _ 1 J51 t1 J1 • J2 . Jr) I IMPORTANT! R1 t1 REFERENCE INSTALLATION 2 J2 – GUIDE FOR ALL FRAMING J 1 J 1 DETAILS AND I-JOIST INFORMATION I I I LEGEND: I PORCH PORCH I PaciliaLumber H -HANGER GALL,UT I L J & ® -SUPPORTING-05T TRUSS COMPANY ® -POSTLOA, ABOVE R -RIMBOA-• 10515 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)858-8563 LB -LVL BL'GKING PLAN DESCRIPTION/NUMBER: b0 B J5 -JOIST=LOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1/2.1/15 ET -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAMIL.HENDER50N DATE: 2/3/15 560-BEAM BY OTHERS SCALE 1/4'- 1'-0" PL 1 5-52 (MAIN) SHEET: 1 of 3 .HADED AREA =HVAC i Bt. F01 Ia 14"OPEN WEB JOIST© 16"O°C. I F01 I I F01 I9 I F01 144o POLYGON F01 la N 60 B a F01 PL15-32 MAINOW I F01 3/18/2015 a p F01 01__FQ1 Ia \ Products g M. . F05 PlotiD Length Product Plies Net Qty n' _ a 2 BM2 22-00.00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 t i F07pN'% .yam F10 F02 w BM3 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' - BM1 8-00-00 3-1/2 X 14 BIG BEAM 1 1 '11,__4 .,... �I RM1 RMI 16-00-00 1"x14"APA Rim Board 1 4 . 4i'1 F03 p is F03 I LT : ®CONFORMSTODM.CONCEPT F03 ❑ 1p p61 CONCEPT"' ALL BEAMS AND CONNECTORS PER ENGINEER I N � A ❑ s� © F03 p� 10-00'!!�=-__-_F03 �_------- ''V.,17.1.':.,. - '."».. ACCESSORIES QTY IBM3I n m.. Sire MILBRANDT ARCHITECTS 0 TFI414 11 SHOP Dtuwtra;sln;uiTru RFS,rew 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' This mi.w dAx$Jth surnn.ns,.hgms.41 ps£L.r::ws w:n mate nbj..r Arynir . r•.p.,rrn .will.m.cant.Amu..RwMw Malmmaonswal.seamm rearxAm... N mammal r.ponabiNy6:my ..tom W.mama'Kamm., _X_Apt... as Nolsmak ar FLOOR LOADING BKI=BLOCKING .pmted por t+66nnunnm tm smSowpp a rem.. RMI=RIM BOARD 40 LL 15 DL NISTA STRUCTURAL ENCINIk.N M=MC ww .1astn.ww..art By Dennis x.fer D.March z zov REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.1 !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! IIIl —I I-!-'1 �_ DO NOT: I Loosen, remove,cut or notch - any part of the open web joist. — I — Pit ......Lumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 3 0 -0 co _ 'r- 0za) oU n ecmp omW ea y I— a y 0 y o O 0 nW rm O m DCz o O o Z Ta m p. 20 m 0 z 0 0, o 03 • r- o n 621-0" — • m 1 k 5'-0" 53'-0" 4'-0" .] Eri, 014-0 .I 2 dpi N m m m U, 1 a . w m m o z oz OW o uvv, y05 w n) —1 m GD 02 114 — ri- N ;0, 4 ;,___-- 1 N NI 11_ 1111111 11111 . 03 II 'E. . 2. g 7 m mo m v O 1111:1 �I`',i``I`i1 ... . . . Q 0 o <• �mm7Jzg l'31 w 1 7! Imo.. 1 ii— Ao0ZT_Z>Tmrz�=ft- 13i'z81:11:1K0PrilOrnZ IIIIII ��11i I ovmm�PZ�Uc0_ 0,00,_,,,c,.,_Z° ii: `S114,1012•1111 °m�Z�Z�cmmiL!i4ØII1 �, oz,„„.mwp,„,,, � ;', i, i 0100111101111 a' 01 r O _ro_cxFli �7Im1��°ill z Ai I 4� Aiiji��i�I , v iirliiiiii�i iiiii� — 2 BR D1 I I I E1 ED, 77 Q. C 2■ 4'-0' 4. 541-0' 4"-0" P V• .11111111 tin ��� " _ SHOP DRAWING SUBMITTAL REVIEW OX CONFORMS TO DESIGN CONCEPT o This review is for general conformance with plans and specifications only. ❑ CONFORMS TO DESIGN CONCEPT WITH Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED contract.documents. Review of dimensions will not serve to relieve the contractor NON-CONFORMING—REVISE&RESUBMIT 0 of contractual responsibility for any deviation from the contract requirements. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ,... 3• or O c _X Approved as noted Note markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. c 7) N Field measurements or templates Not approved- revise and A. CD p required prior to fabrication resubmit By Alexia Date 3/3/17 "4• BEI 0VISTA STRUCTURAL ENGINEERING,LLC MILBRANDT ARCHITECTS www.vistastructural.com By:Dennis Heier Date: March 2, 2017