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Plans (78) t ?cis—sit, 1-7 {74 /-457-0-1, /c, --- C 57, LEGEND: RECEIRECEIVED —ss SANITARY SEWER Pacific VED Y —SD STORM DRAIN C o I:illit\ 1 - -' - - -I — - - _i L— __ _ _MAR 23 016 _w WATER LINE Desi���� © • MANHOLE 12564 sw OR 9 Street 255.1 252.4 Tigard,OR 97223 CITY OF TIGARD ■ CATCH BASIN m 503-941-9484 102 103 104 BUILDING DIVISION. DATE: 12,29,2015 _ 50.0' 252 -250---� ' STREET LIGHT REVISIONS — — — — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 256 ..L,c ",�sa � EROSION CONTROL 115.27 N.. SECTION, SEE , © CONSTRUCTION DOCUMENTS I— _i I 26.50' —I ; I- - — — — PATIO 11 SETBACK SUMMARY I r --1 1 1 0 FRONT SETBACK: 12' BUILDING: 5B I, 11 SIDE SETBACK: 5' FF= 258.8 1 II STREET SIDE SETBACK: 10' I r i•t ' REAR SETBACK: 15' fp, 5.00' - — -F1 108 — i i, - 5.00' PORCH SETBACK: 8' 109 4,550 SF I ; I 107 GARAGE SETBACK: 20' 1 I m I I o I elt) , , O• I i ij I_ I 1 , d v 1 I I ; GARAGE! I - I I I I I , i N � 1 LOT COVERAGE: L06,00' _ 11 i� z———L_1___...LL. i 4 1 ____J I ,= LOT AREA: 4,550 SF co I PUE I i1oPORCH ;, i- IIPOLYGON AT — — 19.50 — � 1� _ BUILDING FOOTPRINT: 1,800 SF WEST RIVER -- - 17.50' —12.10'- - - il -- --- --- 1!1SIDALK ��_�— �; �� ` j '; ` COVERED PORCH: 166 SF _ _ i' . TERRACE 3 rs / 0 /1' I _ 1111 , I �,��' Al CANTILEVER LIVING SPACE: 43 SF ���� 57.5 0 i� fl I 2, .6 i� !I:rill II II COVERED PATIO: 0 SF §4 lir/' WATER—ETER \ - ����` �.► \� / \ Ilk N ��`�,^ —"I SS DECK AREA: 0 SF o Lo —" PLANT(2)STREET =— — LOT 108 0. TREES: 2"CAL. SW 174Th LOOP - •ANITARY LATERAL TOTAL COVERAGE: 2,009 SF PLOT PLAN a SD tih�b KATSURA TREE/—SD_. k SD ^, SD 44.2 % r __ CERCIDIPHYLLUM S'ORM LATERAL y `� w //- JAPONICA S / t:+•`- NW / IMPERVIOUS AREA: 2,638 SF EC 0 PAm J Alto , ■. •`. Ili/ '- 1117.7,7VAlli '5 jo P , . t. i t' \ . ) 41k, ° till: j0 Lila \..• b. CITY OF IIGARD 2 POLYGON NORTHWEST (503) 221-1920 Approve' `.°XJ Planning 0 Date. 3 /2..3 / I 0 PROJECT NO.: 395-029 2S1W6 TYPE: CONSTRUCTION LOT 108 (R-7, LARGE) Initials: I^'l'0 SAIF REVIEWED BY: PRE ,o POLYGON AT WEST RIVER TERRACE - - ,_:__� ,_ 0 Z 13745 SW 174TH LOOP ,INCH=20 FEET - �'°� PACIFIC LUMBER COPYRIGHT 21114 1 I�V ���#.d ROSEBURG FRAMING SYSTEM" .""`""` quality engineered wood products for today s but/dor- m.* SYSTEM- -------- ,II I ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ,,,,, sou BLACK A. The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber 1 /- „'"„-�y;,, ,I,lil► :eei..,,o,.s� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other MAR 2 3 2016 RIG'p� LVL aos[gutw,C DRi aOIV1 ,I1,1 r, ' \G xs*s.se uc a�xKs product suppler other than Pacific Lumber Company is strictly prohibited.Unauthorized use or copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� `� / aeon To rosr wsove penalties of up to x20,000 per work infringed,and 6100,000 per work infringed willfully. ,Ill aCITY OF-WARD RFPI-Joisr - , �' II BUILDING DIVISION P . ns illGONTRAGTGGR NOTES: pG5/6N NOTE& Faw...e- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS w....-7.+.�,. r 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �,Po (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REPT BLOGKM6 PANELS MRN REARMS MALL ABOVE ROST LOAD TRANSPE R=TAO- N.T.S. N.T5. SCALE: 1/4'-1'-O' (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING -- FOR PLUMBING FLOOR LOAD/New 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12pef DEAD LOAD TN/5I5APLACEMENTPLAN ONLY 3OpsF LIVE LOAD: This layout is to be used in conjunction with 12psf DEADV 9 J 12psf LOAD START START Architectural/Structural plans.Verify all IFRAMING FRAMING I I shear wall blocking placement and connectors. /COOPLOAD/N6r I 1 Purchaser responsible fora proving this 25psf LIVE LOAD 'PATIO HERE HER PATIO ayout prior to any construction. 1 7psf DEAD LOAD - -fit -._..____..� MM.. - - __.:,�.R..;._ .._ --- -- - - v - -- ----Ffi_.1... �-__.._._- _.__ .......__JS II. J1_. ....__.__ I_-_ J7.....__ ----- ...... ............ ___ .._.__. :...... JS L1 �: __. __: h k .:::: _... __ 11:::::: 1. -15 I-............ ............. .._ .............. ......... 11 ........ .....__4,... __.-._............_ _-............ 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JB2 JB2 I I 31 E J1......_- I I I IMPORTANT/ REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L PL 1 4-90(MAIN) POLYGON 55 ��LE6END: Mrk a Material Width Depth Oracle Mu Gut Lth Tot Lth WHERE:PLATE NAILING AT' ( H)'-HANGER GALLOUT 51 RigldLam LVL 3/4 9 1/2 1.5E 1 16 16 ROW P JALL ABOVE EXCEEDS ONE I Pacifiai.uiiaber ��® 52 RigidLam LVL 3/4 9 1/2 1.5E 2 14 23 ROW,PROVIDE ADD`L BLOCKING OR I SUPPORTING POST 63 0gidLam LVL 3/4 9 1/2 1.5E 12 24 WIDER RIM MATERIA'.AS REND. & TRUSS C 0 M 1F6 A Y R 1 OSB Rim 9 1/2 9 76 144 1 a S e -POST LOAD ABOVE J1 RFPI-20 3/4 9 1/2 15 12 155 ❑ CONFORMS TO DESIGN CON: PT R -RIMBOARD J2 RFPI-20 3/4 9 1/2 12 20 240 CONFORMS DESIGN ONCE'?WITH JEAN ROAD LAKEOSWEGO,OREGON91055 (503)855-9665 LB -LVL BLOCKING J3 RFPI-20 3/4 9 1/2 2 2 4 REVISIONS AS SHOWN .14 KM-20 3/4 9 1/2 3 14 42 PLAN DESCRIPTION/NUMBER: 55 JB -JOIST BLOCKING J5 RFPI-20 3/4 9 1/2 13 30 390 ©carvrexNSTo cexaw;auem ❑ IOu.001 M11 -PS ISE AND RES7b 0,C=7::::.._O rTWITK CUSTOMER 2/25/1POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 3/4 9 1/2 25 3 75r t a L_nx:i,9 vs E _E_2429 a 4.E.HAL c.+r•4wN;E PLAN DATED: 2/25/14 J132 BLKG 1.75 LVL 3/4 9 1/2 1.5E 6 3 15 ❑Narv.c°Nrozrrcw-xevrs.axZ" MIx * T SKIM µEy- .+." [ar ere 1* B -BEAM(FLUSH w/JOIST) ,rvL, :-7-2',rzr,-'r':,:,, „. 442291,9999,921002 94 9.4.2999491S1,27,=«914:2114.9a x::a E* NOR -HEADER(BEAM BELOW JOIST) Accessories ,o mK,,,.„_ L E i.4 2,'92 Dw a a=9995 m r"''E r DE51&NER: KAM/L NENDER5ON DATE: 8/29/14 rm 4 E?.:F?'tL CIO/29W. raxT.ntr.wearuvrxm�- H 1 ITHO1 7950-or-ITT9.5 4 S. n:e.rFukuf c.=.._W” b, iwa,,ELLL 29,Sent-5 !S.2914 MO BEAM BY OTHERS RAI:BRANDT ARCHITECTS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEETS 1 of 1 POLYGON 58 PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PlotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 14"OPEN WEB JOIST @ 19.2"O.C. <STARTFRAMING HERE RM1 45-00-00 1"x 14"APA Rim Board 1 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 1 • RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 MAW ORta WW1 IMM W*0 ir ®� 02091 2020 Ow.WOM MO. RM1 11-00-00 1"x 14"APA Rim Board 1 1 1 : . RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 11444:' 4APA 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 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 L' W _ y 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 o p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 lila R BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 :m6 'R. . BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p ill BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 n gg ,,A BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I 1:111111111 & 2 LIMY - r=, E :._ - BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 7. BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 e � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 C-- "' (9 L1 — m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1 BM11 4-00-00 BBO2 1 1 " 1 LOADINC O FLOOR �._ = BK1=BLOCKING 4O LL cC R I� BK '' I y_ _.. »- s'��c :••e•..:` ... RML=RIM BOARD 15 DL mu BK _ — •` O p�3 I ACCESSORIES QTY IL', 1. Q TH017140-2 21 © ITT14 3 111/11 X 14 OSB RIM FORSHEAR BLOCKING25' I: © HUCQ412 1 c .o c a IIti tL i I t� r-ii I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLANIm REFER TO STRUCTURAL PLAN FOR ADDITIONAL ST TRANSFER BLOCKING • [, l.fl, ., AND SEAR BOCKING REQUIREMENTS. 0 �, I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I NNN uu11 WHERE PLATE NAILING AT (FLOOR DESIGNED TO MEET OR E�CCEED L/480 DEFLECTION CRITERIA( ---- SEARWALL ABOL•'E EXCEEDS ONE IRM1I f IBM5l A ROW,PROVIDE ADD`L BLOCKING OR _ W:DER RIM MATERIAL AS RE�O'C.L__ IRMt] O M . I I \ ID CONFORMS IC OES€GN CO'da:PT COYFOR''STOOES`:GFiCO'•1CTWITH JOIST WITH RIM REVISIONS AS SHOWN ❑x m"4p"Msm °'- 0 SON-CCiiFORMi 1G-RE'SE ANO RESL'PIT ❑=,":4r" O "._."cert w"x .:kn:e MOW Wi-AS En 222:0420 204 OEAr A.I..h=042AE ❑ o 2029122.94004i 4! M 9022 4121 EIT(24x36 SHEET) SCALE: 1/4" = 1'-0" 47 44 u I «2241.4 E 4. OIME K- K xS =iR' M •E E " 4.1..2 W M =nor, Iac vinber w�wuuw0vE :d oW R+bM- :19F.i. ;4L 229144 L E'"C!{. , h ^•u 9/22/1.4 kyTOO P,Won !4Sept"442 19 2014 MILRRANDT ARi2TEC1S CT ENGINEERING INC & TRUSS COMPANY 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 RMI 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 t i 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 61111 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 s -sal f 11RM1 2-00-00 1"x 14"APA Rim Board 1 1 F BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 P` .4'4 • BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 EL 'L' .i:. lL Et LL A -5 I 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 0 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -.rm, _ _— BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 01155 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 , , 1jaj } ) BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 """�„,,_,....*.*___.. .,..,,,„,.„,,I..,,,„I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 S C V' _ BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 ��€��' , BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 11 m r '" c .° �pj 0a BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 FLOOR LOADING - _IBM - — rI 2 BK1-BLOCKING : ;F Vii:cw..,. ",^.:F;.mm* — — — — - 40 LL y _ ; 31011, — — - �! RMl=RIM BOARD 15 DL a3 rr0 b =3== =—= = will'—== — ' ACCESSORIES QTY 110111111 i 9 II x:1111111111111l n 0 TH017140-2 21 ' P 1 ' -.a © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' 7 c1) © HUCQ412 1 L. '`- ••u" "- >L'' ."moi li ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN m REFER TO STRUCTURAL PLAN FOR ADDITIONAL mu POST TRANSFER.BLOCKING ' : •1_,„ �"'�'; AND SHEAR BLOCKING REQUIREMENTS. . — — — I - $ --- I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ( E3 _— 3K V - _Imo= z : —, s 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' [�--�--�—11'1 ^—-_== -=j WHERE PLATE NAILING AT _ Q L_ ' _ _ _J SHEARWALL ABOVE EXCEEDS ONE — a [�� ROW,PROVIDE ADD'L BLOCKING OR 'I WIDER RIM MATERIAL.AS REQ'D. 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM CONFORMS TO DESIGN CONCE=T RIli REVISIONS AS SHOWN ®msonas.e mzw-:mxCEPr J NON-CONEDRh4NG-REVISE ANDRESIJD*1^: TIS Y LiWL hI..#E'.Ek CAF F :VOX JT M E (24x36 SHEET) SCALE: 1/4" = 1'-0" o HT .F , v.<o� F4 "I< Dgt� umber FORMA-C.49:0 5 Ok I C T F "2E W S d i ,f CES 3IC-F 4E si -� .,� i i:3 SIC-f .M mi. �YJ4TkA0 .i tep:i�'i1 IY Y��I,"-tii. ' 'W.I.-+s 2 4 & TRUSS COMPANY d# LBEFNDI Al II T CTS CT ENGINEERING INC