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Plans (70) .AtsTwlCe - C )( 7 �• (Z�,vt3 .¢ –ree.l / ��733 it-' l7�7`r '1 1 LEGEND: #.°'.. ..... SANITARY SEWER Pacific STORM DRAIN ; Community WATER LINE Design iL — — - • ,J 12564 SW Main Street MANHOLE 564 SC,OR n Stye C — — — -252.4_ — — — — 249.7_ — — – oj 503-991-W184 CATCH BASIN 103 504 E 7.g STREET LIGHT Dare ��3,�:D,• REVISIONS -2�-- �� STRAW WATTLE PERIMETER ®� — — — NO. DATE DESCRIPTION - EROSION CONTROL 20.00' II' STREET SECTION,SEE — CONSTRUCTION DOCUMENTS, m I 28.00' I rE PATIO I SETBACK SUMMARY "' t , `, 1, FRONT SETBACK: 12' I "� I r, 1 SIDE SETBACK: 5' . ,,,, -w" c, BUILDING:3A i ". STREET SIDE SETBACK: 10' ¢ I FF=255.9 I REAR SETBACK: 15' 5.00' -4-.1 --� rte- 8.00' I PORCH SETBACK: 8' .I)-1-' ba 107 I il 1e? 4,550 SF iii,, GARAGE SETBACK: 20' 0 l' a ... �, ",11, n a 1: , = I GARAGE I 0 0 I LOT COVERAGE: PORCH L, v3 I ___ _. -'-- -'L ' ---- - zl1__ I ---� _ LOT AREA: 4,550 SF moo— PUE_ a; I _� f _ _ POLYGON AT z ---- J20.00' I BUILDING FOOTPRINT: 1,585 SF — — . WEST RIVER F -- �,- COVERED PORCH: 45 SF — — — / Z--'..M..'. / _ _ _ rTERRACE -.�t�/ ®� 50.0' `= ' SIDEWALK./ CANTILEVER LIVING SPACE: 16 SF , '' ,.,.,, 0 -/- g zs4 6 %_ /48 251.6 0 SFDECK AREA. 0 SF_�.. _ LOT 107 Ii TOTAL COVERAGE: 1,646 SF �.I SANITARY LATERAL WATER METER PLOT PLAN w t p . 1V Tii = PLANT 2 S ✓� - 3a _ 36.2 % STORM LATERAL O STREET � -• SW 174TH LOOP '� TREES:2 CAL ''/ \ _ ,' - ,r -f IMPERVIOUS AREA: 2,251 SF fb KATSURA TREE/ m6i �I `c CERCIDIPHYLLUM _'_ h- I� III® IIIA = JAPONICA � � �I� ,19, / I \ , " , -I_. �. 1®'� ALS, _id', 1 .a – – I'ISSWIN9.�°�4�/ar'®'!� anaw'-=-noweeralwaw_`v+awsw>b/narai'N•:::; C, POLYGON NORTHWEST (503) 221-1920 Q 'MVV/ N. 2S1 W6 CONSTR LOT 107 (R-7, LARGE) SCALE REVIEWED BE PRE W Lr' POLYGON AT WEST RIVER TERRACE CITY OF TIGARD —'D 0 v 13733 SW 174TH LOOP 1MGM=20 FEET =m Approved by Planning Date: 4/a/ r� Initials: ''� �' -- �� R PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG RG FRAMING SYSTEM- ------ a,- 1 quality engineered wood products fortodays builder- N These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. `g$ ,,,,,,,,,,,� I wpm e�oca Au Theplans may not ta re-usedopyor stocopied,d ownership or part,without.writtenUe f permission from Pacific.Lumber �" RSG DLAM LVL RIGIDRQM". I�� SOLID SxoM.BOVE Company, ! L .....,s"" :it aua�xc Baon. which retains copyrights to,and ownership of the plans.Use of these plans by any other '"'" NsITU.sw..Lxewus product supplier other than Pacific Lumber Go iirI' ' —„�,,, ,III SBn�r„�„,,,,,o„ P PP Company is strictly prohibited.Unauthorized use or •osteoma soRM'rsrtonvcit vosaamara7a�rraleopetcrs GG copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include BELO.T or Bi.Yrs / sviary TO POST ABOVE penalties of up to 520.000 per.York infringed,and S 100.000 per Work infringed willfully. i ��II N. 4 2D16 0PNRFPFJoisr ��= . i CiTY OF -1 IABD _...,< -*; II/1 ri 1 .i-' ; a l t rt: GONrnAGTOR NOTE.% PZ-516N NOTe5r A-,,.u-. + ' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ""°*'""` (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD IOW BLOW,*PANELS bib MARIN&HALL ABOVE rOST LOAD TRAN5FInt=TAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.TS. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING PLOORLOAPIN6r 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD START START SHEARWALLS 1 p5f DEAD LOAD 5LEEPIN6 AI 7TN5r5APLAGEMENTPLAN ONLY 3Op5FLIVE LO EA5r AD -, FRAMING FRAMING I This layout is to be used in conjunction with 12p5f DEAD LOAD I I HERE HERE I I Architectural/Structural plans.Verify all I PATIO I I PATIO I shear wall blocking placement and connectors RoopLOAOM6r I O / O Purchaser responsible for approving this 25psf LIVE LOAD "'-':R 1 -'! J - -- �+.>,fy.=4- - _ 1- _ ayout prior t0 any construction. 1 1p5f DEAD LOAD • .._... ...._...... _..._.....JS {{.........._ ___ __........._.. I- ..........Jb ...... ¢L......._.. _. ....._.._ ti J5 ..... Jb ..... I ..... ... ..._ is , J5 • J t I1t \\\\.1f� JS11 J1J 1• R 1 J5ll -- fii __..._J6 ....... .... ......_. ....... .... l`j J5 ... .... ............. _..__: -- - JS I ... .. 4'I7 Jb I U J 1 r ..._ __.............. ........ _ 14— -2 B ::. .j 0 O ....}b 5_4— N__ J5 ... Jb _ F 1 ® ® ,1 ...Jb II O O II sJ R 1 Ihd2i�r ..._. _ .._. J2-Lf ._ ..... N4 x J4 d J4 x J41 4141/4 r (I J2 6 U J2 I ... R1 .._. _._....... 1.._J2. ......... .............. .... ----- -- .........J2 .............. ___.__...... ..r.., i fj J2 ,� II _.___ J2 .............. ......... .... ...___ ___...--J2 .......... _________ JB 1 ........ ....... J51 I I PORCH J' ._R.1 R _....._.}111 R PORCH _s. I - L I IMPORTANT! REFERENCE INSTALLATION PL 1 4-1 18 (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A PETALS AND I-JOIST INFORMATION Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth R1 OSB Rim 1 9 1/2 1 0 1 5 1 50 LEGEND: J1 RFPI-2O 1 3/4 9 1/2 3 10 30 MAIN FLOOR JOIST LAYOUT �� .J2 RFPI-20 1 3/4 9 1/2 1 0 13 1 80 SCALE: 1/4'-1'-O' WHERE PLATE NAILING AT ( H -HANGER GALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 5?~EARWALL ABOVE EXCEEDS ONE p b �® J4 RFPI-20 1 3/4 9 1/2 2 2 4 ROW.PROVIDE ADM_BLOCKING OR -SUPPORTING POST J5 RFPI-20 1 3/4 9 1/2 1 4 28 392 WIDER RIM MATERIAL AS REG'D. TRUSS R ! S S. COMPANY -POST LOAD ABOVE Jb RFPI-20 1 3/4 9 1/2 1 4 1 2 1 65_ & v rs w.t. B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 2 36 .ONfC;RI! TO DESIGN CONUFT R -RIMBOARD 52 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 1 4 1 4 CONFORMS TO G 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING g - DESIGN-ONUPT WITH JB 1 BLKG RFPI-20 1 3/4 9 1/2 303 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 5A JO -,JOIST BLOCKING _ - 0 '-a-c d-Ga .F. H S Siu RESUBMIT CUSTOMER: POLYGON ..<ucnr«m J JOIST CALLOUT Accessories " I I. ,` �. -` PLAN DATED: 9/17/14 0 WI, r s wl c -xw R eH1 ITH011MSO-or-1779.5 4M i§YR OF R -& Y .OA:: 4 f#—B -BERM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) -� ' 1O t..�<u r .TMCI ter- . A } DESIGNER: AAM,L NENDER5ON_DATE: 4/14/14 .,a t.>.r. MOM. .Irn.,rce w. a.R. u a:nG. Alexa FM -„e :nv.a ar: rood A.Woo c:ie:September Is.r;: 13130 BEAM BY OTHERS pit-hlNDT UhCH.TifTS i CT ENGINEERING INC PL 1 4— 1 1 (MAIN) 514EET: 1of 1 POLYGON 3A PL14-118 UP 4/21/2014 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 15-00-12 y RMI 43-00-00 1"x 14"APA Rim Board 1 1 IRM1 RMI 40-00-00 1"x 14"APA Rim Board 1 1 01rGil 11, I/ ' ) ) RM1 37-00 00 1"x 14"APA Rim Board 1 1 RMI 12-00-00 1"x 14"APA Rim Board 1 1 A RM1 11-00-00 1"x 14"APA Rim Board 1 1 , " s 24F V4 DF/DF) 5-00-00 1"x 14"APA Rim Board1 1 'illBM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 V — c BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = — BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Cil �C�, BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 “RI• 3 _' 43 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 i _f [•3"mi _ _ A _t 6fi Fmk__ _ BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 q2 •m E k M41H IBM81 MU BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 11E1!111 BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 .--,- I co = — BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 — BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 ,, ;v s...,...-,-, •-•- =IY BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 P1IIHi n BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 /Q 1 — 1 BK1-BLOCKING FLOOR LLDING , =.11 ' RMI 11111111 .. =RIM BOARD - - . 5 DL ; - H-' A •M - 119 2 ao 11112 2 ACCESSORIES QTY3 4 1 i i 'i i ' : I !, : rili © HUC412 3 ' R I 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' I (p © HU612 1 m 1 --- BM7 I I I I I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Imo:; O - awl' _ _ f '.I' 1 12 REFER TO STRUCTURAL PLAN FOR ADDITIONAL ° -- --- -- -- + � POST TRANSFER BLOCKING ® - - O - _6_ 441 B I- AND SHEAR BLOCKING REQUIREMENTS. �I RIMa SOCKING THis nREA I IZE °„ I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 11-04-0D 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT 'SHEAR WALL ABOVE EXCEEDS ONE I ROW,PROVIDE ADD'L BLOCKING OR 1 I I 1'' ;WIDER RIM MATERIAL AS REQ'D. (24x36 SHEET) SCALE: 1/4" = 1'-0" Ej CONEORMSTGDESiG'CO CPT JOIST WITH RIM 0 CON=OR.MS-0 DESIGN CONCEPT WITH _ REVISIONS AS SHOWN w TO DESI6N " aNSro oksw+rorxerrw�x ❑ NON-CONEORMING-REVISE AND RESL,Apr RIb SAP.7krir X+S PEEk AE.IE*.Z.FCP G'41 CIA,70,1"E OA E fli,s4ET IL,An kTEI E , �� ��� � arw 7":".: AE t,.AT IE I:i. ES .:i 1 CP 4T.aakk 7.:7 T G4 A k A Sok i rA'IT f W!'C4 1u P f.. mn,,,..::....0.,.„.i.,_:::....__.,,,,,..„"..„,. E ISE RALF, 4•i..J F1 E'S k..C l HS. n=i>•+ T TA^.P.NE .September in.2014 COMPANY MILBPANJT ARCH TELTS _ CT ENGINEERING INC & T R U SSr