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Plans (32) 137' -( .C1--.2175 /VS 7.'o7 --4aU, 20 LEGEND: —ss SANITARY SEWER Pacific • Community —S0 STORCommunity108 —w WATER LINE M DRAIN De51gn I 109 110 ' 2s4 t,Street 255.1 I I • MANHOLE Tigard,OR 97223 RI 503 941-9484 257.6 6sw Ma © IliCATCH BASIN 50.0' I DATE: 12/14/2015 ,I I — - - -. STREET LIGHT REVISIONS _ �� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION c I EROSION CONTROL Q c _ j _ _27.00' © STREET SECTION, SEE riff__ I, I- N - 1 CONSTRUCTION DOCUMENTS 6 1 j I ri---- - _ 9 , CD I 1 . SETBACK SUMMARY N I aj i ' 1-- r. FRONT SETBACK: 12' C2- +17 _ 5.00' ��/ `' E i SIDE SETBACK: 5' Q Q ' I t ---s- 1 1 5.00' STREET SIDE SETBACK: 10' ib. -+/ ( i REAR SETBACK: 15' 103 ifzi 4 , € 102 I a , 101 PORCH SETBACK: 8' • ; 4,600 SF i 1 GARAGE SETBACK: 20' ' BUILDING: 5BR Y ' , i II FF= 257.10 1 co 0 o ` GARAGE I \ \ I 1 1 I I \ ., ' 1 \ N _ ! •/ — —I _ __ ; — —- r LOT COVERAGE: I I N I / II I�----f 1 -- r aoi i1 1 I PORCH I �L__r-J o _° '6.00' — II 4° ___LID 1— I -`T — LOT AREA: 4,600 SF o PUE t 2570 II 18.00'— 20.00' I 1259.9 POLYGON AT /4 _ �' .12.60'- - •.�� - - i .�• BUILDING FOOTPRINT: 1,800 SF -� i w ��x _ �azr� �■�.��- _ fi!"r�i.\ L•%'��� WEST RIVER "' tl'/ 50.0' `!. COVERED PORCH: 166 SF silk Iiiika i, " : i��`;,�-PLANT (2) STREET ; TERRACE rn �� �'�l -TREE: 2"CAL. -i- SIDEWALK © � 4'��., .�1 h.���� s �— �IM#�i0 -1 AMIE to -KATSURA TREE/ (� CANTILEVER LIVING SPACE: 43 SF �i—�� ��J � ►� '� ,�`CERCIDIPHYLLUM - _____,STORM LATERAL I /���� WATER METER moor,`1,, JAPONICA COVERED PATIO: 0 SF o i �� N h4 _ o- DECK AREA: 0 Ery fir . ti—QS as f OS C 0 SF LOT 102 ( 28.00'' SW 175TH AVENUE TOTAL COVERAGE: 2,009 SF PLOT PLAN SANITARY LATERAL \ A \ -� Air& �� Ali 43.7 % SS H �:I�rl�lwlif!7i��1__ ��i-cows L' �- �,: IMPERVIOUS AREA: 2,685 SF o ci 1111 utaii1 pr=;• � mai; c7_ Z ,11111111lAT r" ."5 _W-;,.- Ii. 1111.1.!r3 - C a c 2 POLYGON NORTHWEST (503) 221 -19203 0 2 V 1 W� PROJECT NO.: 395-029 0. - TYPE: CONSTRUCTION " LOT 102 (R-7, LARGE) SCALE REVIEWED BY: PRE ,o 0 POLYGON AT WEST RIVER TERRACE Q 13754 SW 175TH AVE 1 INCH=20 FEET Z PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" -.a.....w..-. � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. dually i engineered wood products/QFIOCIOV'S builder- 1,40.1, e" SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber _ p P',,,,, Company,which retains copyrights to,and ownershipof the plans.Use of these plans b an other ,4. ,,,, ,I,I' (III product Supplier other than Pacific Lumber Company i5 strictly prohibited.Unauthorized use or RI >.ai� LVL. RIGS�R�M'. copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include f¢O.BtByR'61'ORM PRODUCTS a�f'BtAPG R]8fS7'AR08RfL7X �\ / ` BELOW TO POST snovz penalties of up to s20,000 per work infringed and$100,000 per worK infringed willfully. 000111 .,�� IIl� �4 RFPhJflIST 120$1214)RG FOREST PROW= „_..: I � �II�/ GONTRAGTGGR NOTE5r PESIONNOTES 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ...,^' ^^�^+ 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR p MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPP-BLOGKM6 PANELS NTH BEAMS NALL ABOVE POST LOAD TRA145Mat PETAL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA SCALE= 1/4'-1'-O' (UNLESS 4)USE CAUTION WDHEN CUTTING OF L/450 N.TS. N.T.S. FOR PLUMBING MOOR LOADING. 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD L.,_ 5 - ..3..!NT-' 0 Y SLEEPING AREA.* 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all I I IRAMING FRAMING I I shear wall blocking placement and connectors. moorLOAD/Nf, PATIO HERE HERE PATIO PATIO taser prior toponsible for ny construction.approving Is 217Sipsf DEADsf LIVE OAD LOAD .._. ..._._._.. ----- ___JS -._......_. ..........._..... __.- ___............ pts ..__._... _:11-- ..........._....1 IIJ5___-- J9_....... II _... ._.._... __..__. ___._. ..__ ... I I II III d5 _... __ .._. ... It- 144312 'r e:- L73-J4 .- 1� _. _... ...... I --JS _. ..... __ ... R1 R1 2 {} ...... J4 ._ I.� Jf3I 1.._J.t ..._...--.tR 1 , i. II 1I J J1 JS 'I - = �_ Bim- 63 __ ®.. �I 11 111 11 o Js !!�4- .... .... ...... . J1_ u o0 1 .L/ L .,, J5 ..._. _•... -. -- JY..... _. i d .... 41 - -. _. __.._15 R1 ' 11 ..... .. .......... L...,y2 _..._._ .. ........_.._i t III _._..... i• I{ E 4. 11 • .._ ..._..._.._._ Fd J2---- _. ..........._ ____.__ __._ ft • MNI - R 1 -I-...._ _....- J? _._ 41 1,12 rao i / 1 ! 1.' J2 ................. z J2 II `f� / • CL }2_. . J2 LI J2 _ ii J1 1112 JB2 • I IMPORTANT!_ REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-90(MAIN) LEGEND: POLYGON SB Mrk• Material Width Depth 6Qty Gut Lth Tot Lth WHERE PLATE NAILING AT 0-•-• HANGER CALLOUT B 1 RlgidLam LVL 1 3/4 9 1/2 1 1 SE SE 1 1 6 16 SHEARWALL ABOVE EXCEEDS ONE 52 RIgldLam LVL 1 3/4 9 1/2 1.5E 2 14 28 M -SUPPORTING POST 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ROW,PRv^'J:DE AGD'L AS RE INC OR _R 7 OSB Rim 1 9 1/2 9 16 144 ED -POST LOAD ABOVE 11 RFPI-20 1 3/4 9 1/2 13 12 156 WIDER RIM MATERIAL AS 4'D. D. TRU C S COMPANY COtifORMS TO DESS:-N CONCEPT Qt J R -RIMBOARD 42 RFPI-20 1 3/4 9 1/2 12 20 240 ❑ LB -LVL BLOCKING J3 RFPI-20 1 3/a 9 1/2 2 2 4 ® CONFORMS 70 DESIGN CONCEPTiMITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 14 RFPI-20 1 3/4 9 1/2 3 14 42 RE/1STOI1S AS SHOWN PLAN DESGRIPTION/NUMBER: 5B ./B -JOIST BLOCKING 15 RFPI-20 1 3/4 9 1/2 13 30 310 ❑ :"!OR-COSFOR.MI:"!G-P.EVISE AND RF.SIBM€T GUSTOMER: POLYGON ./ -JOIST GALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/225 25 3 75 ❑Rev n 0417-ei ertN rI 6: D,64:14 tas 9E .e. D A- al 0nrN4 c F::i J52 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 15 0 MO rix t ai:+rr ..: r. M T E w : PLAN DATED: Z/25/14 8 -BEAM(FLUSH w/JOIST) F a.c.- -wF=, -,2.II,1,1! E aue.r,:_w.:: HDR -HEADER(BEAM BELOW JOIST) Accessories r.,. .,e<-.«.»•. A,,:;,-.r.'',..„:;..r,4;',„:c°,;,.Z i,,, ,:ii.,¢:I -"i:3. DESIGNER KAMIL NONPERSON AT 3/25/14 BBO-BEAM BY OTHERS H 1 ITHO1 7 9 50-or-ITT9.5 4 •Y.!sa.F %_Dr..._:[aa.?- s: Todd R.Est. _;..:sent_aer+e.014 s•MIIBR�ENDT ARCHITECTS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 . o i •1 1 1 1,- ---,,, 1 11 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 • • , , it 110: @ ''„ RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 r F•4 - 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 12"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 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 IHP BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 e � 111 � BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L7i per- ' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 104 . o of BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 T mar.6. �. �.. r� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 im BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I� p a n BM3 5 00-00 3-1/2 X 14 BIG BEAM 1 1 LL . - — BM11 4 00-00 BBO2 1 1 p :]fl Imo; Mk II ■!' 4 g BKI=BLOCKING FLOOR 40L ADINC' —K� -�y! a RM1=RIM BOARD 15 DL ( 4 it — _ — _ — ACCESSORIES QTY !IRI1I.i1i. IlilI 0 TH017140-2 21 ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' ' © HUCQ412 1 `.i' ,- SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN REFER TO STRUCTURAL PLAN FOR ADDITIONAL m POST TRANSFER BLOCKING � I a AND SHEAR BLOCKING REQUIREMENTS. , , 1 j " I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. N ,1' _ _>Is — --- �' ® (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( [A ---- ' — — i jRM11 I WHERE PLATE NAILING AT — . i31{d I& O u T SHEANE ROW,PROVIDE AADD L BLOCKWALL ABOVE ING OR I I f WIDER RIM MATERIAL AS REQ'D. CONFORMS TO DESIGN CO:NCE, JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT WITTH REVISIONS AS SHOWS ®cos:oRrtsmoR>,«,mra.r ❑ NONCONFORMING-REVISE AND RESUBMIT tgrt' ❑ T9E.g. ..CtM3w NR EE E ENF .dEAL CatkX(24x36 SHEET) SCALE: 1/4" = l'-0" ❑ a e W. pec, n EE. x F : hEW . E Pa c umber _:nm, C4. Ti:$rtSSAAre'. .9'R>C 9.L. :CF1 tsE4 1'S ecawxuwa //^ RTook RFeor _cSeote.te^19 1916 at TRUSS COMPANY MIEBRANDI AS Bit CTS CT ENGINEERING INC