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Plans (77) 13707 17'7721 /4/57-7,7-0/6 ---d 0o X LEGEND: __ 0 —ss SANITARY SEWER Pacific —SD STORM DRAIN C-0113t11Ut11L WATER LINE Design I I I I L f OO • MANHOLE 1M L _J Ti2564gard,SW ORorn 97223street _J I __I •■ CATCH BASIN (TI 503-941-9484 �,.,/ DATE: 12115/2015 I /( �� STREET LIGHT REVISIONS 100 262 0 101 102 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 260.3 EROSION CONTROL \I- 50.0' I STREET SECTION, SEE /4 ---------------_____ 0 CONSTRUCTION DOCUMENTS 1 — i— _ — — 26.00_ + — — r _ I I (— -� SETBACK SUMMARY A r -{--j -1 s 1 I i I s � FRONT SETBACK: 12' I r__ r , ii I N SIDE SETBACK: 5' 1 ; 1 r -i 1 STREET SIDE SETBACK: 10' Ir , , 1 : REAR SETBACK: 15' tiL I r , 1 , PORCH SETBACK: 5.00' .+e--1 ' ' GARAGE SETBACK: 20' 5.00' I 8' r ; i U , Y r I - I I IEE 1 111 ' ' r I , 1 0- 1110 li o i 109 Csia i I I 4,550 SF ;� I 1 i I BUILDING: 5D i 0 N i I i FF= 261.78 I CV "' r GARAGE I LOT COVERAGE: I MOO" ' I , LOT AREA: 4,550 SF I I I POLYGON AT o 1-----1- , 13 I 1 I 1 ' r-; I L_-- *2--- PORCH I 11 L�—_�� -�1, qr----J o I L L,_- _r_ 1 I - BUILDING FOOTPRINT: 1826 SF WEST RIVER — — 1 — -6.00'j� _ 260.1 I 20.00' 259.3 ' I _-15.42'—_-17.00' i PUE COVERED PORCH: 54 SF ___ _ TERRACE 3 . , . CANTILEVER LIVING SPACE: 12 SF � � � 3' ROOT PATH ��- �--- �� SIDEWALK z o � . � ,/�i 50.0'NITL\ Ad A ' (2) STREETn����= 0 SF PLANT �, COVERED PATIO: -111.111.11.111,„..,A0.1���,��.—_-- �/� TREE: 2"CAL. 1.r� CV �s� Ilii '_--<s•KATSURA TREE/ WAWA!! _`_ DECK AREA: 0 SF 0. c., %\ CERCIDIPHYLLUM ���:'' LOT 110 / WATER METERInn& TOTAL COVERAGE: 1,892 SF PLOT PLAN �` s•�./ •�& JAPONICA N SW 174TH LOOP i 28.00' A SANITARY LATERAL ! 41.6 % o SD 264 X SD ISD SD SD STORM LATERAL _ SD_ IMPERVIOUS AREA: 2,658 SF mss- 00 / was.:_.//—ik'r/ �I��r�,�I�����I��-����� CITY 0i, TIGARD g POLYGON NORTHWEST (503) 221 -1920 Approve ''� -lanrnng o C p P 2 S 1 W6 Date• PROJECT NO.: 395-029 O CT N (�� SCALE TYPE. BY. CONSTRUCTION RE LOT 110 (R-7, LARGE) Initials: 10 D POLYGON AT WEST RIVER TERRACE Z 13769 SW 174TH LP 1 INCH=20 FEET I �__ "'=4 PACIFlCWMBERCOPYRIGHT 2014 •RCISEBURG F€2AMINGSYSTEM- •` . / These plans and[he designs arc copyrighted under Federal Law b Pacific Lumber Go **N I'I/ rPOSTTS a.ore The plans may not be re-used or y mpany 2014. ���� - CIU(]lJ7j/9l)gAHgBlBO�WCO(j J}(0d fg fOf}OdOV$/Wjj/QI- .., ' //j copied,in whole or part,without written permission from Pacific Lumber i 1/ .",,...... ^ s Company,which retains copyrights to,and ownership of the ens.Use of these lens b any other / ^^'++-°• , rea cer4...,d MATCH product supplier other than Pacific Lumber Company is stHetly prohibited.Unauthorized use or E RIGIDLAm-LVL RIGIDRIM`. aE ��re ,IV ' - 11 neon ro.oz copying of these Tans,infringes is under the Reaa�udtslnoarstlROoucnR \� `` v nge rights Copyright Act.Infringes face IlabtNtics that include \�II�_ penalties of up Co s20.000 per work infringed,and s i DO,000 per work Infringed willfully. I1,��: cIno AHD"i `1` 016 BUILDING v Dr 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM riA5 ..".v..a""ww. " 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP(aLOLKNb PANELS Wf(X BEMRlIb WALL ABOVE POST LOAD 77[IWSFtR DETAIL MTS SCALE: 1/4'•.1'-O' (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING MOON LOADINS. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12psf DEAD LOAD 0p 77.15 L5APLACEMENTPLAN ONLY 3LIVEp51 START STARTLOAD This layout is to be used in con unction withAS. 12DEAD LOAD Architectural/Structural plans.Verify all I I FRAMING FRAMING I I shear wall blocking placement and connectors. ROOpLOAp/Nbo PATIO I I Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE I PATIOI ayout prior to any construction 1 7psf DEAD LOAD 1 RA - -- 1-4,1 - I, _.. -_.. .. .... tti — — — — il 45 • - �--_ J1 --...i5 - -- -'-- [ t1 gg [[gg . — J3 --.35 - -- -.--- J`1-. .. .... ` -- — f 1 �aaaaaaa�Aaaa� f1 ._ O —,- -- - J5- - - — -3 i-- U k .... �5 ii cri �] --- 1 ct ppia 0 6r 11-:12 ri ri i rc 32 rl -- --'--• 5771---b IC ° .'i.._ ._.._ .._ 1 [[ -- €f2 — • --I _ J2.___ ::e E 32 H. iii -J J2 17.._ I _._... J 4----- - I I ;, .11 J J1 -'` I ... ._J-1__: .. . ...::. J52 I I PORCH R+ PORCH L ? ') 1 IMPORTAN77 I I -EFERENGE INSTALLATION - IDE FOR ALL FRAMING PL 14-9 2(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 50 Mrk s Material Width Depth :Snide Qty Gut Lth Tot Lth SLE END: 131 RigidLam LVL 1 3/4 9 1/2 155 1 16 16 C H T�-HANGER CALLOUT 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 !WHERE PLATE NAILING AT �/ 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ABOVE EXCEEDS ONE ® -SUPPORTING POST R1 OSB Rim 1 9 1/2 10 16 130 ISHEARYROV 4 ® J 1 RFPI-20 :ROW,PROVIDE ADO'L BLOCKING OR 1 1 3/4 9 1/2 13 12 146 TRUSS.. C t3-M PA.M Y -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 13 20 240 iWIDER RIM MATERIAL AS REQD. I R -RIM$OARD J3 RFPI-20 1 3/4 9 1/2 2 2 41"i,:FGR!15 TL DESW$iDNC J4 RFPI-20 1 3/4 9 1/2 3 14 42 LB -LVL BLOCKING NRJR'1S TO��EGk QiNC?T WTfi 5930 JEAN ROAD LAKE OSWEGO,OREGON 9 J5 RFPI-20 1 3/4 9 1/2 13 30 390 [ '1035 (503)858-9663 .® -JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 75 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: SD JB2 BLKG 1.75 LVL 117 unw;wsro vevsx;can D NDiJ- Nf0R:M:JG-REVISE N. RE�L6t51T J -JOIST CALLOUT 1 3/4 9 1/2 1.5E 6 3 18 - m xccwar.wmi CUSTOMER POLY/ON B -BEAM(FLUSH w/JOIST) Accessories p ,e�-,.r+aR.aaar rre, ro u7 c WIDE.,FOR r.: csxya: PLAN DATED: 2/25/14 J ET# F 137+1 RE :i EFe9aa2L",O.Gf^PY,IeE YP:N•1f NOR -HEADER(BEAM BELOW JOIST) H 1 ITH01 7950-or-ITT9.5 4 ^"�"' s v t B na RE.C:uROZT u r w.:a X•.LL P�:Am DESIbNER KAMIL NE1110B¢SON DATE: 9/25/14 HBO-BEAM BY OTHERS ,ww"«Pre, ...e so �e xprx, ea-•k:Ts:. L rzr�y.+L el :s+[. k.. ..."°.b�P ww�?C- R.: Todd R.Eaton -e:September 1R 2014 kILRRANDT ARCHITECTS CT ENGINEERING INCA PL. 1 4-9 2 (MAIN) SHEET: 1 of 1 III POLYGON SD PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE T Products PIotID Length Product RM1 RM1 48-00-00 1"x 14"APA Rim Board Plies Net Qty �,-� RM1 40-00-00 1"x 14"APA Rim Board 1 1 'rf 'r' 9!j ❑� [ RM1 38-00-00 1"x 14"APA Rim Board 1 1 i f 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 _ yi RM1 4-00-00 1"x 14"APA Rim Board 1 2 1 RM1 2-00-00 1"x 14"APA Rim Board 1 2 w BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 ;_ i I BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 I 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 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ; 1 . Ah.--._t_._ . ip E €. 4 BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 : i �c F: G ® LC 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®� o I i I ; 1; BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 -� � BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 a ar `" I BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 �� ,:.-L.--=.--_-.:::-.._..-4--; � �� al , BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 !Iowa t,Is - gA m BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 �(o� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 R iir it BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 1 0 r BM3 5-00-00 3-1/2 X 14 BIG BEAM eI. ` _ 1, � ! . . lJLlr - .' --- rr�. BM11 4-00-00 BBO2 1 1 FLOOR LOADING' 1 1i.11111 '.'.''' tIKI aLooaNG 40 LL E il �. i• RM1 wM BOARD iS DL 1 1 ACCESSORIES QTY ggg p TH017140-2 26 10 ITT14 3g it t w n I I 1 X 14 OSB RIM FOR SHEAR BLOCKING 22'w i� © HGUS412 1if rr I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLANI, iIliII1IIIIIIIiI[ REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING Q AND SHEAR BLOCKING REQUIREMENTS. "e i B '— AN— :=e 2r=2.' _ _ _ _I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. e Mil re:_ '36451 -- Al (FLOOR DESIGNED TO MEET OR IXCEED tJ480 DEFLECTION CRITERIA' INHERE PLATE NAILING AT oiI : =®:= + !SHEARWALL ABOVE EXCEEDS ONE I ;ROW,PROVIDE ADM.BLOCKING OR I � '. ':'HIDER RIM MATERIAL AS REO'D. — ' CONFOR.S 10 O001W OONCEPT JOIST WITH RIM 0 CONFORMS TO MESH CON T MSH RFJES:ONS AS SHOWN1 (24x36 SHEET) SCALE: 1/4" = 1' 0" ®anNk.n,T°x�aNwax�F 0 NON-CONFORMING-RECSEAn3R5u9NIT Aevswrs 0 ren[uN ew�nr W. TM.S SN.:RAHIR At SEN ATATE E DOS.NIAS ONETIME0 _ NONmMgxM F%ABurt MIT'F m RFSE t MET IIL T IC N'REO[T:z umber� � .xr uw..x.". ww..caN....00 `E,1 A CF 1001 OF 5CCCFIC B J'°,w,GORE'.x.RCE TAI'OE ., ,,,m .�.s: � DBE*Ee ER' x l E.E 1 au tiL rcca.iv, axe Z2 jos. twat um awxw P:.'F :MT Sa.19IK 'T l-TAT MITT L :�dIDE. SAWN 5 Todd B.Icon ta SooteN r 15. n & TR U S S. COM PANT a MIERRARDT ARCHITECTS CT ENGINEERING INC