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Plans (3) C7e20f SAJ T--r_ ' -vi �3r ,-/S r;20/6 ,(:), .l73 LEGEND: . —ss SANITARY SEWER Pacific —SD STORM DRAIN Communir} —w WATER LINE Desiun 12564 SW Main Street —z__= ® • MANHOLE Tigard,OR 97223 — — in ! m 503-941-9484 IP' �'1� ,�� il ■ CATCH BASIN __ .'L DATE: 12/182015 D4 / ' `1 VISION 3 STREET LIGHT REVISIONS TRACT J- 19.00'_20.00' ' i '✓ CLEARANCE STRAW WATTLE PERIMETER NO. DATE DESCRIPTION PUE 264.3 �ba - 5,00' -` 265.1 TRIANGLE o000o EROSION CONTROL 40.0' - 4 i I 0 - - 264 - 7 -���p r � STREET SECTION, SEE _' I== =a`y-v • ► ` CONSTRUCTION DOCUMENTS 1 1 41k : I I 1 .."4-Iwi GARAGE 1 =� ° .'� . SETBACK SUMMARY r I I � , • "41 i � PUE PLANT (3) STREET FRONT SETBACK: 12' I 1 I I 'He TREE: 2"CAL. SIDE SETBACK: 3' I I I 1ti I ' I I GOLDENRAIN TREE /I STREET SIDE SETBACK: 8' � l KOELREUTERIA I REAR SETBACK: 3' I _ II I : 1. 1 I - PANICULATA PORCH SETBACK: 8' I I 0 . 1 61 -oo'I � 60 i ,iD 1 II I 3 �'�-'�' 3,158 SF ;111.00' IL BUILDING: 7BR i �, k o IIIt _I a FF=266.2 I I - I 1 1 1 ' I—= '41 z o _-- iME i 4� :��` Lu a LOT COVERAGE: 1 I ----r1 I $. PORCH =r� I1 I 0 4 Vr'� a O v 8.00'E- j. o - "�!�� ^ • LOT AREA: 3,158 SF POLYGON AT o _ __1 Il 19.00' . 13.06' -aft", 6 , J. _ 3 BUILDING FOOTPRINT: 1,309 SF WEST RIVER SIDEWALK , - _ Atoll ���'Y%, VISION W �� 26 o i 265.2 CLEARANCE COVERED PORCH: 217 SF TERRACE ,n 265.2 4 ' (( TRIANGLE rn . "' J Q I ,. CANTILEVER LIVING SPACE: 0 SF ml ..--- N -:— PLANT (1)STREET ° AIF TREE: 2"CAL. COVERED PATIO: 0 SF o WATER METER pry YELLOWWOOD/ N iN, ti CLADRASTIS DECK AREA: 0 SF a LSRMERAL Iv KENTUCKIA55LOT 60 aI ' TOTAL COVERAGE: 1,526 SF PLOT PLAN 34.00' SANITARY LATERAL — —05 f a� as GS - as 48.3 % 0 66-„,, SW JEAN LOUISE ROAD �,� IMPERVIOUS AREA: 1,882 SF a W ,( W �G W W 1 o (1,1 , + Q d - Ji / 4 a L </+. .--:----- --:— -�\\ / i\ 4 IT CITY OF TIGARD POLYGON NORTHWESTC (503) 221-1920 Approved by PlanningCri) CD 2 V 1 W 6 /Jj PROJECT NO.: 395-029 Date: i� i& TYPE: CONSTRUCTION LOT 60 (R-7, STANDARD) Initials:CNCALE C' 5 p 20 REVIEWED BY �' DBY PRE POLYGON AT WEST RIVER TERRACE Q 17201 SW JEAN LOUISE ROAD 1INCH=20 FEET Z �°��.. .==.:*- PACIFIC WMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. Qu0G1Y engineered wood preducls/afodov"s builder- ;..-.. �1 r ,,,.,..e ,I' .yrs The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ,II roawea.sexial �mp �which retains copyrights to,and ownersMp of the plans.Use of these plans by any other RIGIDLAMLVL. RIGIDRIM' 1 ....- 4.111 a.sT"uaau"s.a9vrxs p supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ,I/ ' A . e,...,�,..,uru p Infringes sunder the /a r. eoscatlao f0'afil PaODVCTf ROafaUSGFOi6TPVOOpl;r3 ��III� ro,�oreucc«s coning of these t 1520. ort Copyright Act.efringes nate ed Mies that Include 1 n' - penalties of up CO 520.000 per work infringed,and!100,000 Per Work Infringed willfully. i I Aa 0 ( !u /� /�, RFPi Joist IIiII -,,� `� CONTRACTOR NOTES: PE566N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPK BLOCKNGrMNEI-5mm BEARR.NNALL ABOVE POST LOAD TRANSFER DETAIL ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA 1175. NTS 'DF L/430 (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEP/N6 AREA.% 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOfLOADIN6: 25psf LIVE LOAD /F 1-7psf DEAD LOAD f / S \ ' I JS.1---- - Rir ......' JS--- IZEVL9E1Q DS�tr/13a I 'S _; —Ja = 1 PL 1 2-148(MAIN) \ / . POLYGON 76C -IS- rk Material idth Depth Grade Ot -IN .._.... 1d 1 ....... M .._... -� J4 ..... ..._.. .-.._. ._..._.... ........ 3.._._..... ......._.._ ..._... .... _. R1 05B RimW D p N Gut Lih Tot Lth PATIO1 9 1/2 6 16 96 __:_'. .................. __ .......... -_.--.._ .................................... ___ .... - ........................ ___._. - ........_. ................... PATIO J1 RFPI-20 1 3/4 a 1/2 4 16 64 _...._ #-..... ........... ......... ....y IL __ 26 260 1 ........ .. ...._J4— ..... 3/4 a 1/2 70 J2 RFPI20 V I20 1/2 2 23 56 J4 RFPI 20 1 9/4 q __f_C J4—...... __ __.R __..... —.,-.— — JS RiP1- 1/2 5 22 180 J6 RFPI-20 1/2 2 2 4 JB}--t i 'r4 ---'---._ ---V- �4 -- T--T -/B 1 J1 RFPI-20 t 5/4 9 1/2 1 18 13 4b 4, .. J8 RFPI-20 1 3/4 9 1/2 4 4 16 ,,,.,“,„„..._,,15,,. $ .;:1-1 ______ __. . _- J7""- .-. Pi. A 4. 31 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 i_ $? _ -4 i JB 1 AS 1 82 J E2 RigidLam LVL 1 3/4 9 1/2 1.5E I 8 8 .... ... . _.... ....-.- ._. -J 1 ..-... JB 1 BLKG RFPI-20 7 3/4 9 t/2 19 g 57 - • JB2 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 2 3 6 . ..------ - J2'---- - ---- - Q J -'-'--- - Q O - Igl"--J2 rp— - --- - Accessories ...... _ _.._.._ ..... .....__...., .......... .._: ry h .._.._____......_. -----'r13=.! —_ - ._ i H1 Ingot 795O-or-ITT9.5 6 X12 t< _ I __ _— kL 1 k .._ _. __._._—_—__.R 1 n ry 1 -_ --- __J2. 121 re it A 12 1 f — -- .._..._ LI tr t r J 2 D-1 .........�1 ..._?� .:_..:. ._ 1 JB 7 1_.__. __._. A .. J31 14.2 R 1 IMPORTANT! pla s -- — J0II RF GUIDE FOR ALL RENOE INSTALLATION L M NI 6N GJ DETAILS AND I-JOIST INFORMATION e If i _._. __. d7..... _... JB1 _........� ......:..:,.11 ___ JE31 R1 START � I _ ,__.._..__ a\ START PaciIIIumber FRAMING T I I : FRAMING � --HANGER GALLOUT LEGEND: HERE I PORCH PORCH 1 HERE & T R U S S. COMPANY (H �J I I ® -SUPPORTING POST L J PLAN DESCRIPTION: 7BC ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R ..RIMBOARD El =FORMS TO DESIGN CONCEPT ;PLAN NUMBER: 7BC LB -LVL BLOCKING 0 =FORMS TO DESIGN C1N PT WITH PLAN DATED: 4/1 9/1 2 PL 1 2-1 4 8 REVISIONS/S SHOWN -OM LOGA7bNs- JB -JOIST BLOCKING ®CONFORMS TO Oma"CO1m' ❑ NA-CONFOR IIN^u-REVISE AND RESUBMIT J -JOIST CALLOUT - -- xcvw.m.TOmm"`re"C'NC°'W"' Pa 6,5r DAM-w;1-a arta F aErEEai u-e5is^t 15100 SrI Bo a FERRY AD CIWITEM E/NP I7E5/GNER: - _.. 0.m9<osww,nu-MIK semean 1331 NE 351w:Lil_F 2i0P RE M'S CT PIL'T414 LAKE osweso,oREsoN 97055 _ rwEatsATa:,r.-res a PE.:ay.:Lm NA MENACE OD;Ta 1505)555-9665 KAMI BELWOOD B -BEAM LUSH W/JOIST) "` """""`""`"� """'"'"„ MAD 305:961 at IP 12551130 u:3 3155 MIT?113112 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT '".�" P"°� =^" °u`6 305 THIS 30 DADS. =TEAM 155 MIN/1;13,5155. nruuOFFICEa CONTRACTOR'r DATE: 1/23/12 5974 5.1 JEAN ROAD BOO-BEAM BY OTHERS SCALE:1/4'-1'-O' or nentattoonAN.e.ww O.«"� er: TOE IL Eaton ><:.:s«:a.ear au,z:;s LANE 05NE60,OREGON 9705 MIEB¢RNB7 ARCHITECTS CT ENGINEERING INC (505)555-9665 SHEET: 1 oft 14"OPEN WEB)OIST @ 19.2"O.C. POLYGON 7 AB(NEW) a'uarhRuumftaRE P115-164 UPPER ..- 0172015 V- _ Products 9-06-00 t RIM 46-00-00 I" 14 APA Rim Board Plies Net[1ty ISMLEWID F RMI 28-00-00 1"x 14'APA Rim Board 1 1 _--_--_— ----- RMI 17-00-00 1"x 14"APA Rim Board 1 1 - - - - - - -- RMI 14-00-00 1"x 14'APA Rim Board 1 1 1'' i RM1 10-00-00 1"x 14"APA Rim Board 1 1 •f i €RMI 9-00.00 1"x 14'APA Rim Board 1 1 RMI 7-00-00 1'x 14"APA Rim Board 1 1 Ek RMI 5-00-00 1"x 14"APA Rim Board 1 2 1 RMI 3-00-00 1'x 14"APA Rim Board I 1 N N -8 r N =, N -- BIM 22-00-00 512"x 191/2'Gluiam(1.8E 24F V4 DF/DF) 1 1 t c ` ;- LL E 81(1 14-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r BK1 6-00-00 1.5 RigidLam LVLT-3/4 x 14 1 1 BM2 4-00-00 1.5 RlgidLarn LVL 1-314 x 14 1 1 t F BK1 3-0000 1.5 RigidLam LVL 1-3/4 x 14 1 1 t E. 6 - _ BM3 18-0000 5-1/2 X 14 BIG BEAM 1 1 21,M11 MI Eril MI 1111111,1•W �� � M ALL BEAMS AND CONNECTORS PER ENGINEER 11111E S uri........ l�l ACCESSORIES Qty Mow �' }•1Q TFI414 24 • E. ® 71714 1 -- _®, l = -7..1 t...1x14 058 RIM FOR SHEAR BLOCKING 30' ti , ' lia Q Q HU412 13 FO9. - I! FOBS` '' 11— -- FOE _ .. -ar i iIIIIMM-- t7 I:1-�.t.:, 40 DLI- i- ll DL rNEW. I 1 � FOB REFER TO STRUCTURAL PIAN FOR ADDITIONAL a>• FpS�' MOM POST TRANSFER BLOOM.*- i I _ - AND St• AR BLOCKING REQUIREMENTS. .� R Y�r t • _ _ SHEAR BLOCKING PLACEMENT PER PLANSTRUCTURAL ( ANIL__ F. — F� MIR Y, v._IIIM I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I yI I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA fi C6 MM. El earredosTobramcmcryr Q .1.Maill. 1 1 MEW_ 0 1113M611.11•110111-10M•raronear cm FOB r a'...1d==moor.. i.`a�s. 1111.1111 _. r ALIA � At as._ � _� ' YIIdIDT AIC71TICTS (8 3 axons To tem=ow 4.- Vitill . ill 1111 ' r 111111111111 F09' alit 0 COME 10 OGRE WI f Wilt! / \+�• / \I. ' 7L rt ... - R1;75IgYSliS DM -- ❑ 605-[01606/11115-!>iNISEAi1DRLSLIEMT Ma Der DN6R a¢RM 55216 91 CEM. {p��{/�.—.[ enMRaafnxpr0011//aR1aLoi Mae DO NOT: ."•••• �— CIciRN if WM R toLYN10Nt t wire 1/E M S-07-00 Rua Rata,m arR>lranew K a woos11*nmanY as 1415 fa Dumc fmaaDai MU UM AL 0Le6a3. Loosen,remove,cad or notch t1/ li.c tas ao.ate,.R-a'C anypart of the CT ENGINEERING INC open web joist • 1 _1 PacifialLumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET a TR.USS COMPANY SHEET 2 OF 2