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Plans (37) ti 253 54i /26- �s7 / - O / . . LEGEND: ss SANITARY SEWER Pacific Com —SD STORM DRAIN Desununity —w WATER LINE Design ® 0 MANHOLE 12564 SW MainStreet' Tigard,OR 97223 TAX LOT: 1900 CATCH BASIN m S03-941-9484 ■ TAX MAP: 2S1 W06 DATE. 12/14/2015258.0 + STREET LIGHT 254.6 REVISIONS r- STRAW_ _ 55.0' __ _ _ _ _ - - - - WATTLE PERIMETER No. DATE DESCRIPTION /I -v' .►-1 EROSION CONTROL STREET SECTION, SEE . j i �- 0 CONSTRUCTION DOCUMENTS 4r ___ __ 32.86' 1F 1 ® I I1 1 SETBACK SUMMARY CC C `L I ' I ! FRONT SETBACK: 12' C../i. 1 1 I SIDE SETBACK: 5' p ea_ .�� ;-1 E T -1 STREET SIDE SETBACK: 10' u... ° I i� II i 1 I REAR SETBACK: 15' 0 al 1 1 I PORCH SETBACK: 8' I70 71 I 5.00' i I GARAGE SETBACK: 20' cu PLANT (3) STREET ,; 1 I / , vi TREE: 2"CAL. i 95II a'� 1 1 I u 2 YELLOWWOOD/ ' N , ; ... i 94 N ri 0- :7' f CLADRASTIS 10.00' I� 5,358 SF 11 -. ° 0_ to IN I 1 BUILDING: 1 Il o Q !� A 1 FF= 259.53 � Al ; 1 I *�L o I 1 LOT COVERAGE: I 1 �c I - 4 1 GARAGE ' I 1 1 N I I I �� r---G_- 1 i LOT AREA: 5,358 SF 1 1 1 I POLYGON AT n 1 o - J -�- 01 I 4— _- I BUILDING FOOTPRINT: 1,800 SF o /� �'�' PORCH /1 -- - -----J WEST RIVER `^ __ ' +\ `�I�', 18.00' 20.00' /cc I .00 COVERED PORCH: 166 SF TERRACE N > / p � - <? ��o� 12.60' - - - - - - - - - - - CANTILEVER LIVING SPACE: 43 SF iu J i Z N ..f�raame _ /'�h, "-'-- SIDEWALK a i`L.� Ill ink. .6 ii COVERED PATI 73 10. ! 259.0 * 41.0' � %I fig - 0. 0 SF r r•ialIV i/ , I MIT DECK AREA: O cn I I ilk 258.1 , 0 SF �� a I� LDS— LOT 95 �' � /i0'i- TOTAL COVERAGE: 2009 SF PLOT PLAN 0os OSS • WATER METER ,A111\-,n ' SANITARY LATERAL i ow r. 37.5 % 9 co' I SW 175TH AVENUE IMPERVIOUS AREA: 2,705 SF ` & SD STORM LATERAL SD28.00' D I f SD SD r SD o_ a �bo �dT M M- 'V`O� ` A_- /r i.-1,-......,-. i\ \ n I e t ' a U O 7- POLYGON NORTHWEST (503) 221 -1920 00 ° 2S1 W6 . Q PROJECT NO.: 395-029 O_ TYPE: CONSTRUCTION a LOT 95 (R-7, LARGE) SCALE REVIEWED BY: PRE Y 10 20 POLYGON AT WEST RIVER TERRACE 13793 SW 175TH AVE 1 INCH=20 FEET V ROSEBURG FRAMING SYSTEM" „ ,.,,,n PACIFIC LUMBER COPYRIGHT 2013 quatrfyengineered wood products for today's builder' <^"'".<N' : These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. The plans maynot be re-used or copied.in whole or part,without written permission from Pacific Lumber 4m AlAlep Comany,whih retains copyrights to.and ownershiof the plans.Use of tese plans by any other RIGIDLAM-LVL RIGIDRIM- a wuv ecoc«nc' ,.��, vows rROM neo'K`" ,LA ro ee>Rixeae�oixsTw�sapOST ABOGK5\,�; product supplier other than gesPacificg Lumber Company is strictly prohibited.Unauthorized use orRosEauaa FORETr PRODueISG /<..,w , _ Peever�l,a.Mnrcxco in of these lans,infrin es ri hts under the Go ri ht Act.Infrin es face liabilities that include - ee�ori�roosineo` `s na 9 P 9 9 Py 9 9 penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ► �II�� RFP(�JoisT .. RO.SEEDRD I-J PRODUCTS /� IIIA Par av=,< CONTRACTOR NOTES: DES/6N NOTES: „<.x=>« 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,.,,.,..,xw<„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR EXCEED THE LIVE LOAD 1 ====="g="°-"°"°"'" (UNLE55 NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS 0TH BEARING POLL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLE55 NOTED OTHERWISE) RT 5. N.Ts. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2p5f DEAD LOAD SHEARWALLS SLEEPING AREAS: I I I I 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAPIN6: 25psf LIVE LOAD 1 TpSf DEAD LOAD 1- WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. WHERE PLATE NAILING AT R1 R1 SHEARWALL ABOVE R1 R 1 • x - --_q 1 R1 EXCEEDS ONE ROW, J —�1 R 1 -43 =J9 R1 R111-I " l't —PROVIDE ADD'L BLOCKING -- __ - -- ��,_ - ---- ----- --- AS REQ D. OR WIDER RIM MATERIAL - } 7 -- f J{�. 4 PL 5-253 (MAIN) _ —APOLYGON 26 B Q p _ Mrk• I Material Width Depth Grade Qty Gut Lth I Tot Lth Jb-- T7 TT i �6 -- r —___—_— __� R1 OSB Rim 1 9 1/2 6 16 96 o o —= ---6�I-_ -- J 1 RFPI-20 1 3/4 9 1/2 1 10 10 I J6 — _-� --� -� U U � -- � J2 RFPI-20 1 3/4 9 1/2 2 2 4 R1 R1 _ _ R1 - - 1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 fi-.ib _--_ -- _ ----- cV cV ---. -.- -fib,'- ---- — J4 RFPI-20 1 3/4 9 1/2 3 18 54 s_ J5 RFPI-20 1 3/4 9 1/2 1 28 25 J6 RFPI 20 1 3/4 9 1/2 15 26 390 31 RigidLam LVL 1 3/4 9 1/2 1.5E 1 15 15 --- �-- - __- --- - -- N N ...-- - -_- -- -- --- 32 RigidLam LVL 1 3/4 9 1/2 1.5E 1 25 25 J-/- WHERE PLATE NAILING AT - - -- Ebb - --_---- -- --- - --�.p -._ JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 IL L ---- --------------- - -.---- --.-.-� SH RVVALL ABOVE ft ft , PROVIDE DE ADD'L BLOCKING 1 2'-O" JS_-- 1 4'-p" - -- -- Accessories L EX H 1 I THO 1 7 9 5 0-or-ITT 9.5 4 OR WIDER RIM MATERIAL \ --_ -JS--- - __= J6` —-- AS REQ'D. �1 Br v 1 4.-0.' 1 2.-a. __ _... B2:.... B2..... _ __. _..._. .. R1 II 1 r II -51 R1 =E 4 -----JO.1 J01 -_...L 1 R 1— - J I — d q-_. -- -��-------------- --Je 1 s d4 J4- --i IMPORTANT/REFERENCE INSTALLATION GUIDE FOR ALL FRAMING F �� \T START I DETAILS AND I-JOIST INFORMATION PORCH �' FRAMING FRAMING m PORGH LEGEND: I HERE HERE es Pacifi umber 0._.HANGER GALLOUT ® & pp =SUPPORTING POST TRUSS COMPANY ei -POST LOAD ABOVE CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5.130 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)858-P653 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 261 0 B JB =JOIST BLOCKING ®cosroBe:TO DESIGN cosson ❑ NON-CONFORMING-REVISE AND RESUBMIT GU5TOMER: POLYGON J =JOIST GALLOUT 0 n°vI Is o"ra Norio`"x CONCEPT wnx THIS SHOP DRAWING HAS BEEN REVIEWED FDA SENERIL CONFORMANCE PLAN DATED: 9/23/1 3 0 No WITH THE DESIGN CONCEPT ONLY AWS ODES NOT RFIEME THE B -BEAM(FLUSH IV/JOIST) BF:ATM VENDOR OF RESPDNSIB[IT.FOR CONFORMANCE EDEN THE DESIGN'SWINGS AND SPECIFICATIONS Aa OF SD[CM RAVE P?15AIT1 ENP DESIGNER: KAM/BEL{NOOO DATE: 1 1/1 2/1 3 NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT ,-- - < <°.,. OVER EI.IS DEOF GRADING. CO1TH CNA SHALL VERIFY AL DIMENSIONS. Y nieda Eu, a ..:2L3[1a-- By'. Todd R.Eetm Date:September,o,MCW 550=BEAM BY OTHERS SCALE: 1/4"- 1'-O" MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-255 (MAIN) SHEET: 1 of 1 r IIIIt ROSEBURG FRAMING SYSTEMr'. ���•� � n PACIFIC LUMBER COPYRIGHT 2H14 IV quati7fen9inseredwood Aroduck bdovsbErikier- ED -�+ I' These lens and the designs are co SCUD p 9 copyrighted under Federal Law by Pacific Lumber Company 2014. ',I/ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL R I GI D RI M: ioeiee.ni. Company,which retains -",-°��y;,, ��� copyrights to,and ownership of the plans.Use of these plans by any other T, 4.III A to rte p supplier other than Pacific Lumber Company Is strictly prohibited Unauthorized use or \E ;— ----- _ eeA ARE,OF DLocas copying of these plans,Infringes rights under the Copyright Act Infringes face liabilities that include r} d� T p 's- T +p'n ' aaa ror�rAeMAY 0 2 2016 penalties of e e 520000 per work undo the ands 1 fight Ac per work Infringed willfully. ION- t RFPFJOIST \ /= III CITY OF °, .° A. _ A....4 BUILDING DIVISION 1)VERIFYrAA AM10G GONDIITIONS THIS/FLNOORT135eSYSTEM WAS """'°°..twelkway -..,..�.. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,...... ..ter, .." MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPfaLOCKNE,PANELS NRNBEARNG.MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA SCALE, 1/4'-1'-O' OF L/450 \ Krs. KTS 4)USE CAUTION NOTEDIEN CUTTING) 200RLOAD/N6- FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL SHEARWALLS 12psf DEAD LOAD \ 77N515APL C4545NTPLANONLY 30psfLIVELOAD \ \ 30psf LIVE This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all I I shear wall blocking placement and connectors. ROOfLOADMdT I I FRAMING FRAMING I I .urchaser responsible for approving this 25psf LIVE LOAD !PATIO /HERE HERE PATIO ayout prior to any construction 1-Ipsf DEAD LOAD I I I R1 fat _.__... ______... -.___.. _ ....JS ._ .-- 31 .. ... -'- Jt..._ ._ _. _ J5 R1 R1 if-R.1 J[ 1 6 J 1 --- 1 r dk ,;,_ - _.___ -__....___._..____J.1._._ _._a ¢ E 1 IN MIN 5 t. - e a- -- _ -_ - �'-----—- - — _.d5 JL 3 ._ .1 -- }-3-- - O O - Ji-- -1�t - -- -- -11 K f --JS O ---- - -- —-` R 1 / 1r - J 1- - --- - --- —.]5 --- g , .. f2.1 I 0 0 ryri I- [[ I _...-•_.1 aI c �y Lr- -'-- -------. g1 / ........,...:=::::::........____ ii J. --- , i:- --.12-11 2 1' I- JB2 I J132 1 If IMPQRTAN77 REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-90(MAIN) , POLYGON 55 PaciflLumber INHERE PTELINGAT ( H }--HANGER GALLOUT B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 15 15 gHF1ARYJALL ABOVE EXCEEDS ONE �J 52 RlgldLam LVL 1 3/4 9 1/2 1.5E 2 14 26 ® -SUPPORTING POST B3 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24 ROW,PROVIDE ADD L BLOCKING OR & R1 OSB Rio 1 9 1/2 9 12 1 54 WIDER RIM MATERIAL AS REDID. TRUSS C Q M P A N Y e -POST LOAD ABOVE J 1 RFPI-20 1 3/4 9 1/2 13 12 155 D ODM.FORMS TO DBIGN CONL77 Fe -RIMBOARD J2 RFPI-20 1 3/4 9 1/2 12 20 240 J3 RFPI-20 1 3/4 9 1/2 2 2 4 CONFORMS TO DESIGN CONCEPT WITH JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING J4 RFPI-20 1 3/4 9 1/2 3 14 42 ® REVISIONS AS SHOWN PLAN DEBGRIPTION/NUMBER: 55 15 ..JOIST BLOCKING J5 RFPt-20 1 3/4 9 1/2 13 30 390 ®ca"rexasTo°"1671wNSiErr ❑ MOM-CO1FO=MLNG-R-ISEAND.'+,ESi.BMIT CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 "p ro'^-nwnx WS sa 44011kiItt veli gritE+a,,FOR roesu Dom..wwiA PLAN DATED: 2/25/1 4 JB2 ELKS 1.15 LVL 1 3/4 9 1/2 1,5E 6 3 1 6 NO - MN 1c *a 0.Y.Evf �ay p g I.RELIEVE,If 5 -BEAM(FLUSH W/JOIST) FuRICe54 .r tiPOMIKLlr!:3 0455wttE erre:d rS:a sect:;;'. rhe''-nnra3,v_7 E.e"41"I'':.:^ DESIGNER KAP-if L.RENOER50N DATE: 8/25/14 sg c:a 5MY D14exs. eOxlzt:.g s-s.L KFIF!'41 MOF.1.cuc.. NOR -HEADER(BEAM BELOW JOIST) Accessories •77 . .�-..w.,., c H1 ITHO11950-or-ITT9.5 4 s _Nx- Fr 550-BEAM BY OTHERS +r<1'L B;: IoM R,Eeten ;x:6eat:rber 14,P14 B.MILfil1gIT ARCHITECTS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEET: 1 of 1 i -- - - POLYGON - _ 56 -- - - - - - PL14-90UP 7129/2014 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 STK FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 I RM1 12-00-00 1"x 14"APA Rim Board 1 1 i "'� ISi RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 8 € RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 t -00 1"x 14"APA Rim Board 1 1 I RM1 2 00 a BM2 7-00-00 3 1/2 x 9 Glulam(1.8E 24F-V4 DF/DF) 1 1 I.. N LL ry ; I' LL o . BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 s BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 i o o s LL LL o 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 r BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` _; BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IiI i BM Liu"1 : BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 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 ------ ilii- BM9 5-00 00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �"L 9 s� tc $ � I BM5 9-00-00 3-1/2 X 14 BIG BEAM � :` � LL 4�_ a � I 1 2 m ( , S � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I o "to .� BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 �; ; BM11 4-00-00 BBO2 1 1 4 1 it O IBM51 — — _�_ 4 FLOOR40 11 LOADING' F Mil i : 0 — ___ _ _�! i=RIM BOARD 15 DL II . !•71111 ---cr — ACCESSORIES QTY II 4 : .... i. -.. I 7 k. g TH017140-2 21 a. q �,;, 6 c 5 11 s 0 I1T14 3 • EF } 4 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' IE r ^I `^., sr r 7� Y: o. Q© HUCQ412 1 I SHEAR BLACKING PLACEMENT PER STRUCTURAL PLAN F " m REFER TO STRUCTURAL PLAN FOR ADDITIONAL I'il—' POST TRANSFER BLACKING �•t- AND SHEAR BLACKING REQUIREMENTS fl Q I `s I ' I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I _ _ — _ _.= K7 =-1LL� M m� !FLOOR DESIGNED TO MEET OR EXCEED L,1480 DEFLECTION CRITERIA! • rtI II IE— � II II ail PLATE NAILING AT 4-..,," E O U—__ i1 _�_JI 1 T SHEARWALL ABOVE EXCEEDS ONE — — -M7 ROW,PROVIDE ADM.BLOCKING OR 'I I I WIDER RIM MATERIAL AS RECTO. D CONFORMS TO DESIGN CONCEPT JOIST WITH RIM gi CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOiN! ®..''°""TQ DE9` I 0 NON-CONFORNING-REVISE AND RESUBMIT ❑rotaoxx X..: ."'"'""..m" 1E5 SMP DOM B)N.`Ti BMW.rB!Mak wswitB)! E (24x36 SHEET) SCALE: 1/4" = 12-0" O"�`r.,.0, +<" - _num.- NTNTIENSION.lI:FPE" wc�se INIVaiB Pacr� umber PfdF:V,iSs:�=ITER a�.auecL.'r Fal.cN= x�+s ED.r�E Nass DF NNG NW c NTSON AL c$.. tAl PAMB:r "�. _ OER TICS VIF,'RIALS. COWNCT!SIL ELT,kJ.-lEEIEIWS. w 0a nnk save By: Ieae R.Eno! Wt.5w.nee-la.NU & TRUSS COMPANY MILBRANDT ARCHITECTS i CT ENGINEERING INC