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Plans (34) / 376 5Z, (>511-1- /47,5-7,2e7/6 '>511-1 LEGEND: —ss SANITARY SEWER Pacific Community —SD STORM DRAIN Desi.cm w WATER LINE g I 110 I 259.2 111 I II ® • MANHOLE 12564 SW Main Street iTigard,OR 97223 — _ _ _ — _ 55.0' *411 262.1 jjT © ■ CATCH BASIN m 503-941-9484 DATE: 12/14/2015 — I + STREET LIGHT1 11 REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL — — — �� 29.00' — — �lI l..° I o STREET SECTION, SEE N IN I— N �10 0 CONSTRUCTION DOCUMENTS OD 1 rd. I ti' �� 4... ' I I I �j F 1 I. 3.00' E SETBACK SUMMARY '' I 1� I III PUE ► PLANT (3) STREET I FRONT SETBACK: 12' ' ' 5.00' ' I TREE: 2"CAL. 5' :.1. I I I I I o 4 SIDE SETBACK: ' ' ' II ' I I I °° ° I YELLOWWOOD/r , I , I , STREET SIDE SETBACK: 10' y 101 I ,�,; I I 100 •_.� 13.00' , CLADRASTIS REAR SETBACK: 15' in I I 1 III , PORCH SETBACK: 8' v O I I I I I 5,018 SF I y s.. aj ca I , I I , I if ,( GARAGE SETBACK: 20' y IZ 4-, ;� , , i II , BUILDING: 3D I E I I �I FF= 260.01 I I I .10 Q-:1: i I I \ i GARAGE II 1 ,q. ! C \ 1=.=1 I •iPORCH I , ,I,( ''''7 1 0 LOT COVERAGE: I \ — �q i i 0 I L LOT AREA: 5,018 SF aa)o 1 I L. PUE 262.1 20.00' _18.50' 20.00'$ i I '41 / t ' z � t � POLYGON _ — _ � _ _ YGON AT a ` / '�f N j� � � I BUILDING FOOTPRINT: 1,569 SF r_ , 3' ROOT PATHIIIII 411 .4w=K. I ' `.4m. /\ \ _ WEST RIVER W1 u' Illk�7 41.0' � 263.4' \� COVERED PORCH: 39 SF TERRACE 3 SIDEWALK _ �i ���� o -�=�;i�' I1�. ,� ,��' - I~�� CANTILEVER LIVING SPACE: 14 SF r—iiftl•�i�— i-m- PLANT (1) STREET rarsllapv, I COVERED PATIO: 0 SF -r N, TREE: 2"CAL. ��/�I` W CI yy.— y✓ jc. o —as , KATSURA TREE/ — a. tih as STORM LATERAL X60 ,�e° DECK AREA: 0 SF Cr,us a. I CERCIDIPHYLLUM 28.00' e� SW 175TH AVENUE LOT 100 JAPONICA i ^ TOTAL COVERAGE: 1,622 SF PLOT PLAN SANITARY LATERAL -. ..���. SS • -- -li WATER METER Am 32.3 % .._ IMPERVIOUS AREA: 2,219 SF �'`� --�_ i— --rte r L,9 Iiiit.5f 5 MP.11.4r_ _ 'gr / . _ k. ,, 1 NV 1 riqf i ---Y\ ., i % 0 POLYGON NORTHWEST (503) 221 -1920 32 S 1 W V PROJECT NO.: 395-029 TYPE: CONSTRUCTION LOT 100 (R-7, LARGE) SOLE REVIEWED BY. PRE D< ,o 0 POLYGON AT WEST RIVER TERRACE z 13790 SW 175TH AVE 1 INCH=20 FEET i Wil- Oe 793 LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community Design I 110 —W WATER LINE I 111 12564 SW Main Street 259,2 ® ! MANHOLE Tigard,OR 97223 RI 503-941-9484 262.1 ■ CATCH BASIN 55.0' �,I ii . STREET LIGHT DATE: 12/742015 �� I STRAW WATTLE PERIMETER No. DATE[DESCRIPTION PTION I tI I E � EROSION CONTR0,P L 1 —29.00' o STREET SECTION, SEE � iP • ,b,N° _ 0 CONSTRUCTION DOCUMENTS N ti I j ji '11 ; 1 , I 3.00' ( 'I SETBACK SUMMARY 11 I PUE p PLANT (3) STREET FRONT SETBACK: 12' 1 I 5.00' i io s. 4 TREE: 2"CAL. SIDE SETBACK: 5' 1 I 1 I ^ A YELLOWWOOD/ STREET SIDE SETBACK: 10' CLADRASTIS REAR SETBACK: 15' 101 ' NI 100 -i'i 13.00' ; PORCH SETBACK: 8' Ia. I `I i 5,018 SF i I I iFi<.----- GARAGE SETBACK: 20' 1 ; BUILDING: 3D ; E I I I FF= 260.01 I I 10 .vr II 0 1 1 I l I I GARAGE � N ir II I 1 ` e \ pQ7 a 0 o i i 1 ; II PO CHIf: I LOT COVERAGE: N I I 1 I I li i 1 r,-__.-57! Wcsi U L: r, I ) 7 1 =O LOT AREA: 5018 SF I _6.00' — 1 4 i �. I 1►o I PUE 262.1 I20.00' 18.50' 20.00'$ 4�� { z � POLYGON AT o iaiwi/��a•.,���..���..-.s.•l// ' 0 / ir-'.� N BUILDING FOOTPRINT: 1,569 SF 3' ROOT PATH -;_i LI:ii t _ �_ WEST RIVER //\ \ (3], L.. Ilk♦�' g \ 41.0' t. 263.4 \log , COVERED PORCH: 39 SF TERRACE SIDEWALK _�! Mall�I �1 ,o Imo' , CANTILEVER LIVING SPACE: 14 SF is /� �� ./IaTV l ci o IEl/I " PLANT (1) STREETIArl��.' w W �� COVERED PATIO: 0 SF §, MIRY ,� TREE: 2"CAL. �h STORM LATERAL 6 b° ; �m • o ti DECK AREA: 0 SF o —as KATSURA TREE/ a. as as as LOT 100 0. 1 CERCIDIPHYLLUM 28.00' SW 175TH AVENUE E co A TOTAL COVERAGE: 1,622 SF PLOT PLAN �_ JAPONICA I SANITARY LATERAL r illk‘r' WATER METER" AVAMWSJMW ,aillSSO41 ' 32.3 % �' ►� IMPERVIOUS AREA: 2,219 SF dAmmilliMommill1111F/A111-11111rAll —11- . ir. mA;r4ifir I Im "Ammo=�.., ..,��1 ETI-will1 .g , : CITY C,- CARD App roved bytpnninb CD P. POLYGON NORTHWEST (503) 221 -1920 2S1 W6 Date: II 1--r-I..-3/4::1Y / (5/ PROJECT NO_ 395029 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE N LOT 100 (R-7, LARGE) Initials: ,0 0 0 POLYGON AT WEST RIVER TERRACE Z 13790 SW 175TH AVE , INCH=20 FEET - PACIFlCWMBERCOPYRIGHT 2014 R©SEBURG FRAMING SYSTEM— :::-..4.;,,,..-7----- i „ „ i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. qualityettgtrteered wood products for Iodates builder- - ....••,..4...-w ,I' ��� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber Rti: � _ -.rc. ,I l Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other SOLO BLOCK ALL rows scow wawE ,caw ro aE.nwe aecon. x+sr�u sau.,s.s�oucs �/(� (. (� M 1 t D R /R / --- __ it ren c LA2,"e w,7,1 product supplier other than Pacific Lumber Company is strictly prohibited Unauthorized use or ..... •'+�`•+'��✓�,T� +. ie t\� ��■\'IVI ,Ir ' -- —_ eeLoen�nseor e�ocns copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include kaataURBFOxIRT€nOW= RosteRrRG FORM T paOolJd5 BELOW TO POST ABOVE. .- �� r `�� �\ penalties of up to s20,000 per work infringed,and$100,000 per work infringed willfully. -! �IIM!! RFPhJOIST ' IUB,, hii f °Qry�{. % "I‘" U , } CONTRACTOR NOTES: :DES/6N NO75 7::::=::::=4....a ,{11 p` -, ,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS » 6. �( rk, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "q� t�e�g � *F a (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM-BLOCKING PANELS KU BEARING WALLAEIOVE PO5T LOAD TRAH5rrJt DETAIL D 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.TS. N.T.S. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING .91 FOR PLUMBING MOON LOM/Nb. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START TN/B/5 APL 4GE/IENTPL�4N ONLY. N6iAREAS. 30psf LIVE LOAD Ii FRAMING FRAMING r- 1 This layout is to be used in conjunction with 12psf DEAD LOAD I HERE HERE I I Architectural/Structural plans.Verify all I PATIO 1 i PATIO shear wall blocking placement and connectors, ROOrLOAD/N6: _ p / N p r responsible for approving this 25p5f LIVE LOAD purchase - —f -' T J f ayout prior to any construction, 1-Ipsf DEAD LOAD 'J3 Jq 1Jri J i I • _.... ....! i S 1 _.. .... Jg ..... _.. .. _.. J4 .... ..... ... I J3 .... ' 11 1f • J4 1I f R 11, I J0 II 1 � J i Ell ... .... ... J4 .... _. 3 O 0 1 - ... ... .. _.. .. _. {,1 a' 4 J3 B.t J4 3 J v J3 .... :.:........J3 LI ...... ....... H _.:..._. _.j 1 O 0 R1 J4 Jq H ... ... J3 ..... hi hi bi....-.. - ---R-1 ... ... ....... 11 ._...__ -...- tLL - --_. 1.r.J}1.tI I _.. _-..__ _... 1.12 x J2 K K J2�iJ2) CO .- .. - ......... ...... 1.0.kJt NUL_-_.. 1 Jt i I ... i .. . ;;.J1 ... P U • ll J} V J1 !I R'1 ....... J1 __ ...:. .. -. 1 iIy �- :-ST --.._ ............ CI J}-__.......... .........._-. ......1 €. _.._.......J} • III ............................................................................................ ...Jill............i • J4 _ .151 .._. ._. PORCH : I PORI H R1 1 fMP014.TA NII. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 2 1 (MAIN) POLYGON 3D LE6END: Mrk r Material Width Depth Grade Qty Cut Lth Tot Lth /�� R1 OSB Rim 1 9 1/2 9 15 144 [WHERE f�L•IE NAILING AT. �ac' un or ( H }---HANGER GALLOUT J1 RFPI-20 1 3/4 9 1/2 10 15 1 80 iSHEARVvA:.^w ABOVE EXCEEDS ONE Z -SUPPORTING POST J2 RFPI-20 t 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT :Bold,RROVIiiE ADM_BLOCKING OR. J3 RFPI-20 1 3/4 4 1/2 1 4 23 392 SCALE: 1/4'- 1'-O' !WIDER RIN MATERIAL AS REO'C, & TRUSS COMPANY -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1/ 12 204 TRUSS R -RIMBOARD 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 © CONFORMS ,DESIGN CONLEET LB -LVL BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 P'( CONFORMS TO OS;GN CO.N'CP WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)656-9663 PLANJB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 R v'ISIINS AS SHOWS .AB -JOIST BLOCKING 'iS nos oMWsra DESIGN rang. ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER.:RIPTIO POLYGON 9D J -JOIST CALLOUT Accessories EC CONCEP1 WSNP ENACIC INS PEIN_ I w F L G'FAWE PLAN DATED: 3/11/14 8 -BEAM(FLUSH w/JOIST) H 1 THO 1'19 50-or-ITT 9.5 4 ID nati,-a aoare',a n«e:xa'''''' n a trz w.r n.. ra-- wt-.,r e a t I+1 T>E E .. I �;eu+Ac rr-, r: Ac x;,A F.E r 0R.1 111'a Nor r Ir` DESIGNER: KAM/L HENOERSON DATE: 4/14/14 HDR -HEADER(BERM BELOW JOIST) r: .,�,,,,,,,-,i i I-NTra x54-, ,.-..... -.,1'ARM• c Ns.cne. DSO-BEAM BY OTHERS I Rr Alexa=:Aw o,... Razna._ sr: Tza R.E.on na;o:Seae.ner re,2014 MILBRANUT ARCHITECTS CT ENGINEERING INC PL 1 4- 1 2 1 (MAIN) SHEET: 1 of 1 POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products -:: _ 5-00-12 RM1 START FRAMING HERE PIotID Length Product Plies Net Qty - ......i ii- : RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 41-00-00 1"x 14"APA Rim Board 1 1 oo , 411 '°g ) RM1 37-00-00 1"x 14"APA Rim Board 1 1 H , 1 i RM1 11-00-00 1"x 14"APA Rim Board 1 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 1 • BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 A BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 w ',r-ii _ c L G -' 'c !'' BM19 13-00-00 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 jBK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 Q 1 -0$ BM3 20-00-00 7 X 14 BIG BEAM 1 1 t • [y>. �{ )_ [(vE _ - BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 II - W A - IBMBI BM1O 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I ) (� 04 —"�i w BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 ill BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 pl , ,, i li -o=- =.. -. "SEdE E` BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 ,1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ,. _ _ _ '° - BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 2: "r BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 Ili I , 111M11 I ' BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 �i ` ` FLOOR LOADING � 40 LL Q �� • 1K1; �� A 1 �' ri RM1=RIM BOARD 15 DL !:,— — - ipir-ccwwww a ACCESSORIES QTY T >-01� I j 4 0 TH017140-2 60 ` pi. '® It i, 1 li i0 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' x? � ,,,_ 1,- - © HGUS410 1 Dig. ,,r r m ' K1 O� 3 m i f € -�-1, ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IBM21I M� 1BM7I __,i REFER TO STRUCTURAL PLAN FOR ADDITIONAL _ IBM1I _ Q i 4 POST TRANSFER BLOCKING ammo ----- - + ` 1 i-01. AND SHEAR BLOCKING REQUIREMENTS. 1 HVAC ON LAYOUT IS A GENERAL GUIDE ONLY.I � s-„, -...1 n ,g® 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' IBMSJ :WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ _ 'ROW.PROVIDE ADD'L BLOCKING OR i I :WIDER RiM MATERIAL AS REOD. ' ❑ CD R.RAS TO DESIGN CONa,7 JOIST WITH RIM SHEET) SCALE: 1 4" = 1' 0" z CO'+`-`Rm.ST I.:�NCONCE,WITH (24x36 / 1 R IS ONS AS SI-OWN ®CONF.Oo1149*"OFSIGh CONCEPT ❑ NC.S-CONFORM:NG-RE,IWE AND RESUBMIT q .r N M1M AA:BEN A +F h S3.4 E _ ❑...“ S is N : ff ; ,.1 r1 E-AWNJ.MA-W aa*ua.ww `EE N..z 44 xnF..NG.v:AA id A:.:L 1N AAGE L 91F,:C9.. c umber ,,,N, u. , .,a 9/22/4 e' INK A.W. _ z:9mG 5.�19"“ & TRUSS COMPANY Mit..9ANDT ARCHITECTS CT ENGINEERING INC^