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Plans (120) Sr-20/6 6e/VD LEGEND: RECE —ss SANITARY SEWER Pati fie -SD STORM DRAIN Community Desiun — 1- I — — — _1 ' '-' APR 4 20% —w WATER LINE I Ip-- OO • MANHOLE 12eet r a d Main 97223 249.7 246.6 �~ m 503-941-94434 CITY F TI d: ■ CATCH BASIN 104 105 \ 1 R " i S,` €"� F DATE: urz4/1015 ��250 —248 `�- Pk ;�; ts ;lam I?; s.,r STREET LIGHT — 55.0' _, :� ,'� REVISIONS __ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 252 7.43'-� N`'=- EROSION CONTROL t �11r, �� ��� STREET SECTION, SEE 18.66 IE. II1 © CONSTRUCTION DOCUMENTS - - - I — PATIO � I�i ,� o - ,- r 1 PLANT(3) STREET a I,V TREES: 2"CAL. 10.00' , SETBACK SUMMARY BUILDING: 5B KATSURA TREE/FF= 253.0 • ii: ir I!, CERCIDIPHYLLUMFRONT SETBACK: 12' I106 � � ' JAPONICA SIDE SETBACK: 5' 4,963 SF I :�i�l : , 1 L ' �, - STREET SIDE SETBACK: 10' _ 1 Sttts�at. T5' - ' t tti Q a II _ 5.00' � ,� � � I 1 Itiii . . �� o �i I�ill�- O \ PORCH SETBACK: 8' 107 i I o , I i.1 GARAGE SETBACK: 20' I -5I GARAGE ' I 1 ,I/ 1,-,1 I E I c's I ' ; t vii _ If la ' I 1 I N ,� 1 N + ,f'If�01 1 \��Ili�1111111 LOT COVERAGE: . PORCH i4u 116.00'r- 600LOT AREA: 4,963 SF POLY N-0 / GO AT — 2534' - �'o v BUILDING FOOTPRINT: 1,800 SF WEST RIVER 1 r6 �J `a e' a 3 w 251.6 i /t i y� ��/�:N� ~i COVERED PORCH: 166 SF f �� ���� _ i :ii[i%. �s/�A. _ TERRACE T—•/ I ,�I �ID� , �� 41.0' ��1 N PLANT(2) STREET i ��,' id 248.4 CANTILEVER LIVING SPACE: 43 SF o TREES: 2"CAL. .Fmt1AIM�Iji►�ill.I______.--- VISION CLEARANCE TRIANGLE— COVERED PATIO: 0 SF _ lair,�S C RCI IPHYLLUM ��it� � ss TE 55 SANITARY LATERAL 3 O DECK AREA: 0 SF JAPONICA LOT 106 co \ WATER M ' R '% TOTAL COVERAGE: 2,009 SF PLOT PLAN 0 SD v SD SD H \___ -cn ry 413 5 % ° SW 174TH LOOP :� STORM LATERAL J= w „ '`W IMPERVIOUS AREA: 2,762 SF / , ci 15 14' � _.� Alikt. dr 1 .. CITY OF TIGARD Ti 7,,,— i , - o, ,4 ice^ Approved :y Planning i3 POLYGON NORTHWEST (503) 221-1920 Date: 4i /4/ 10lip PROJECT NO.: 395-029 2S1 W 6 Initials: cm // TYPE CONSTRUCTION c LOT 106 (R-7, LARGE) SCALE REVIEWED BY: PRE ,o 0 POLYGON AT WEST RIVER TERRACE Z 13711 SW 174TH LOOP ,INCH=20 FEET i - -- PACIFlCWMBERCOPYRIGNi2�l4 ROSEBURG FRAMING SYSTEM" ""•"� 4 a 4' quality engineeredwood r ""--"""'-" .:.-., These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014, 4 }„�_ a ' '''4. Q 7Y products faJOdaVB builder .... „�,.,,,, ,I ��' osn a The plans may not be re-used or copieq in whole or part,without written permission from Pacific Lumber " ,. ea a }a ,r- IIIC ° r..Na Gompanywhichretainscgpyrlghtsto,andawnersNpoftheplansUseoftheseplansbyanyotler RIGIati►M LVL RIGIDRIM — =Del.- product supplier other than Pacific Lumber Company is strict) prohibited.Unauthorized use or ,IC i - ,a,uTCN Y strictly °raD, copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include Rastadaa PRODUCTS 'poaesw'G se»rraoa�eK \ - `� �`� °� penalties of up to 120000 per work infringed,and 5100000 per work Infringed willfully. A D p 4 } } �I►j� IN.N. `� ' 4 RFPI-JOisr �� li i _ 1 T, s �aleeordessraaoxcx 4 i 1 t a,I a ,J t A E' sr4 }\e GONTRAGTOR NOTES* P 5I6NNorr5u 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .�. ._m"�w.*�.-.".w 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR MAIN FLOOR 3) NOTED OTHERWISE) SXGEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA TRAP431939 PETAL SCALE:1/4'-1'-O' (UNLESS NOTED OTHERWISE) OF L/450 RFPr%OCKRLL I6 PANELS WRN MARN6 WAABOVE POS LOAD NTS. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAPIW n 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS psf DEAD LOAD 1 £5APLACEMENT PL4NONLY SLEE�LIYELOIS AS This layout Is to be used in con"unction with 12psf DEADVOD y J 12psf LOAD START START Architectural/Structural plans.Verify all I I FRAMING FRAMING I I shear wall blocking placement and connectors. 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REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION PL 14-40(MAIN) POLYGON 56 PJ.umber �L\E6END: Mrk a Material Width Depth abode Qty Gut Lth Tot Lth WHERE PLATE NAILING AT ( H Y--HANGER GALLOUT 51 RigtdLam LVL 1 3/4 9 1/2 1.5E 1 16 16 SHEARWALL ABOVE EXCEEDS ONE ®/ 62 RIg(dLam LVL 1 3/4 9 1/2 1.5E 2 14 28 -SUPPORTING POST 53 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ROW,PROVIDE MATERIALL BLOCKING OR ® -POST LOAD ABOVE R7 058 Run 1 9 1/2 9 16 144 WIDER RIM AS REOD. & TRUSS; COMPANY J 1 RFP!-20 1 3/4 9 1/2 1 3 12 1 56 CDNFOR.MS TO DESIC-N CONLIPr R -RIMBOARD J2 RFP!-20 1 3/4 9 1/2 12 20 240 0 5950 JEAN ROAD LAKE OSWEGO.OREGON 9035 (503)555-9653 LB -LVL BLOCKING J3 RFP!-20 1 3/4 9 1/2 2 2 a ® xNf0R.H5 TO DEM CONE-PTItITN -1 J4 RFPI-20 1 3/4 9 1/2 3 14 42 PENSIONS AS SHOWN PLAN DESGRIPTION/NUMBER: 55 JB -JOIST BLOCKING JS RFP!-20 1 3/4 9 1/2 1 3 30 390 ®�f° TO CMCEPT Win0 NON-CONFORMING-RAISE FIND RWUIfST CUSTOMER; -- POLYGON J51 5LK6 RPP1-20 1 3/4 9 1/2 2 5 3 15 0..vas°.0 xono T!JS MOP MCI*WE 0E24 AMENS MR Q!EiN UW:#W1mE J -JOIST GALLOUT JB2 BLKG 1./5 LVL 1 3/4 9 1/2 1,5E 6 3 15 ❑NON wNrc...ma-mista aeunuT WS T.:argg:NWT aEY AtO WES a,x xurE TIE PLAN DATED: 3/25/14 B -BEAM(FLUSH w/JOIST) FOVIrea;nWA h n0exr •r.:i a theta v�a,IE Ees1s.DAEITaa AY`SFECIFIan;t;AL:=*Mk:AVE ARI::RITT DESIGNER: ICAM1 L HENDERSON DATE: 9/25/14 NPR -HEADER(BEAM BELOW JOIST) Aeeassorles4,..,,,,„=,_- .:�+.anew Mk 1-:S MIP c U*. c�a.A iA 1.x71 VEER t.L R;aNEINC, BBO-BEAM BY OTHERS H1 ITH01'1950-or-ITT9.5 4 .1sau w Rr T T. WIZ. trf: iaatl R.Eaton Da.e:RAetabe.+e.254 5MIIHRANDT ARCHITECTS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-9OUP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 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 14"OPEN WEB JOIST @1 19.2"O.C. (START FRAMING HERE RMI 40-00-00 1"x 14"APA Rim Board 1 1 RMI RM1 12-00-00 1"x 14"APA Rim Board 1 1 'I� t 1 ` I= I. RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board RM1 2-00-00 1"x 14"APA Rim Board 1 1 g % e BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 a 4 `s �. LL ) W G 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 _ ../.; ,n n $� i t 1-Uv-cIO 5 x W G1u19m L$E 24F-V41st/uF) 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 o o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 [mu [7L ,e u. BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 io i'o BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • ItBK1 9-00-00 1.5 Rigidlam LVL 1-3/4 x 14 1 1 ®A " BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I M� a BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2�3 � � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 II�_ "o oo .� BM3 5-00-00 3 1/2 X 14 BIG BEAM 1 1 € i BM11 4-00-00 BB02 1 1 1- III IBM5I -��NG FLOOR LOADING 15 DL 1=� alb __ _ - 7,,.__=-- it _ - - - •_- M.5.RIMBOARD 4DLL '., II - •jfl R ,' ACCESSORIES QTY ` II i 1 ' TH017140-2 21 ! 1 g B ! i 0 ITT14 3 I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' g I 1 t I • © HUCQ412 1 W t I `0 0 i ice: o - .� LL I SHEAR BLACKING PLACEMENT PER STRUCTURAL PLAN j �! i3 g REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING ' I g Rr,� � a i N AND SHEAR BLOCKING REQUIREMENTS. a_ x , , 1 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. -v I - _ AN!- o - WHERE PLATE NAILING AT _ ' - -1 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' II 'RM1l II ROW. ALL ABOVE EXCEEDS ONE Y ROW,PROVIDE ADD'L BLOCKING OR + 11=-91-OM1( > m—Jl O �N WIDER RIM MATERIAL A5 REOD, i ❑ CONFORMS TO DESIGN CANCiPT JOIST WITH RIM ® CONFORHS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®mN.a".:'"m,5/:`°"or' 0 NON-CON,=ORMING-REVISE AND ESTEEM. [7�.5vAlNroxsam"unwl. NN.�roraw,m *551 M WRING w N 0 220 5D MEN 151BOABB[ (24x36 SHEET) SCALE: 1/4" = 1'-0" O...Va....-.....6... MTI eta m T CAT nc ME=Nm R UDE RR Paoli F+0.IU10E DOOM =MOO .r umber • i7: svwx yammI DM'DROF6 NEM =MO 421+F l'li.O NAL EV: DM.:11 s�[NM?Ni tGFflh'T1"]41:L POOP NL 0?Vv".L'eCC. 1t: Todd N.10151 DA 1'5;+555 11 2515 COMPANY �MI.IRANDT ARCHITECTS ' CT ENGINEERING INC & TRUSS t 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 1 START FRAMING HERE > RM1 40-00-00 1"x 14"APA Rim Board 1 1 au RM1 12-00-00 1"x 14"APA Rim Board 1 1 � RM1 11-00-00 1"x 14"APA Rim Board 1 1 �I 'rte, RM1 10-00-00 1"x 14"APA Rim Board 1 1 RMI 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 IL iiiii 1 I , , t t t A • 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 W E- BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ,: o 1_, , ,, 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 4 � - 01 BM1 21-00-00 5 1/2"x 18"Glulam 1.8E 24F-V4 DF(DF) 1 1 r BK-1 -21=0i $ 1.5RigidLam LVL 1-3/4 x 14 1 1 I BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o^ o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a:'! , � /✓ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 lir o ® atil, 3 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 II( D o BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c' 1 lig aF BM5 9-00-00 3-1/2X 14 BIG BEAM 1 2 � � eE BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I . . , [o BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 n I • e F • BMI1 4-00-00 BBO2 1 1 0 d a' n� :— 3 i--- �11B, • . ffi ° � 8K1-BLOCKNG FLOOR 40 IIDINC• ° _--- _,_ _ --�_!SR re RM1-RIM BOARD 2 i 15DL !II!I1.diuiT 1 II F ® TH017140-2 21 B a I e M-14 3 I1 X 14 059 RIM FOR SHEAR BLOCKING 25' s I I Y O HUCQ412 1 I �'0 O 1O O CJ J. , LT 2 9 2; c- I� � ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I ]] m { REFER TO STRUCTURAL PLAN FOR ADDITIONAL _t ' POST TRANSFER BLOCKING ° I AND SHEAR BLOCKING REQUIREMENTS. I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I =- -- - _6 "- . !FLOOR DESIGNED TO MEET OR EXCEED U480 DEFLECTION CRITERIA! I '. I Vel WHERE PLATE NAILING AT Nfiffigzir - O U_ _ . _ _�_JI 1. SHEARWALL ABOVE EXCEEDS ONE • - I^• I T ROW,PROVIDE ADD.BLOCKING OR I I WIDER RIM MATERIAL AS REOL. ❑ CWNPDRMS TO DESIGN CONCEPT JOIST WITH RIM 21 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN I®C4fO " P" TOCSki CON® O ' 0 NON-CCONFORMING-REVISE AND RESUEKTT El =VAT"'j T.rs SNA ESIM NAS N*VINO Foe TaNsxac,: GolFoe4uC{ (24x36 SHEET) SCALE: 1/4" = 1'—O" 1❑No:wN"'"*"=-eFY"EA MUMMY x a TE aEa1 sri KAT. s■T 'F pacifi umber zw�N"c Nn"vax FR'R?GiNJFJ'uOF.OF p_'eeWE7EeL:P.'Foe WIF::SWdCE 6TH`:F I n= . www" or.R FS*EP M S.(i:J.'A U:L RC=N tA,1 FS.GhT I rsmmvv.:.se - G{e MS*EP CMOS. COhi!V.COF SW.:feiFf F:1 i91E1CINR. I rr u. _ ,....„,.,2&..,_ H load e. 1IR Ca,r Scot"eri,eE14 & TRUSS COMPANY I MIEBRARDT ARCHITECTS CT ENGINEERING INC