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Plans (85) / 2/ Re. sw Tc Gf-cec LEGEND: —ss SANITARY SEWER Pacific R , -)---c -C7 , C C SD STORM DRAIN Community Design W WATER LINE G', �'. j 12564 SW Main Street O i MANHOLE Tigard,OR 97223 1 - % Is r • r a- [T1.503-941-9484 ■ CATCH BASIN `� "y / DATE: 1/5/2016 20.00' 19.00' D6 TRACTP�`�..26$ r , T ,. ` REVISIONS STREET LIGHT i , 1 "' �' I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 267.0 5.01' I 267.7; �, I C EROSION CONTROL �� — __40.0' r- / .p °— — — — �,�` -�� STREET SECTION, SEE 1 VAI SIDEWALK . © CONSTRUCTION DOCUMENTS 1 1 I — 3.00' I III I 1 I 1 ` N '�' . 'I ' PUE 1' 1 r I 0 � � ' Ili GARAGE i `� , " °I SETBACK SUMMARY -I.— I 111 I I ( �r > I h 11 I 1) FRONT SETBACK: 12' r — I I I �_� I------ ,I 1 ° 6.00' SIDE SETBACK: 3' 3.00' I 11 * /1I' PUE [ r STREET SIDE SETBACK: 8' 1 I' "� / REAR SETBACK: 3' II II 1 BUILDING: 7AR II II _ I 1 0 11 I FF= 269.2 I I Ski/ i . PLANT (3) STREET PORCH SETBACK: 8' o i 1 2 11 I I I '° ..' I' , TREE: 2"CAL. E 1 125 i 1' 124 1 E , (, 111 : I ti ' GOLDENRAIN i a i i II1 3,158 SF �I 1JJ� i TREE / "' 1 I I 1 SII KOELREUTERIA 11.00' o(si I i i �' H11 '4 PANICULATA ---I i/h ( �I I 1 >I LOT COVERAGE: 4L 1 Il r --- -- 1� �1--* W (� I II 1, PORCH- I / 1 2 0 8.00'3 -°J Ili °� I 1� " z N // �e , > (P LOT AREA: 3,158 SF � i — PUE— ; 19.00_ %'4' i o r• I ��l\ POLYGON AT "1 ( I 14.65' / pr .; N r, BUILDING FOOTPRINT. 1,309 SF a SIDEWALK 74z.:7P -1 -" i--° IW T RIVER — pAlims— �''��'• ' COVERED PORCH 85 SF>°tiN TERRACE O ; o CANTILEVER LIVING SPACE: 0 SF N _ v o — ��I#4 266.7 o �cn +� w Van, i I COVERED PATIO: 0 SF V M M 4 M M N DECK AREA: 0 SF WATER METER PrSTORMLATERAL � LOT 124 SD : SD SD ' SD TOTAL COVERAGE: 1,394 SF PLOT PLAN PLANT (1) STREET ~�SANITARY LATERAL tiybl� 44.1 % o TREE: 2"CAL. � c — YELLOWWOOD / ll ' S � SS SSt i i SS - IMPERVIOUS AREA: 1,603 SF 2 CLADRASTIS �, SW JEAN LOUISE ROAD ``✓✓a- _ KENTUCKIA _ .� it . 1 5 II /VA V O CITE. c F TIGARD POLYGON NORTHWEST (503) 221-1920 Approved by Planning 0 O 2 1 W6 PROJECT NO.: 395-029 Date: ? (-. /i TYPE: CONSTRUCTION N SCALE 111 REVIEWED BY: PRE LOT 124 (R-25, STANDARD) Initials:0. LS 10 20 POLYGON AT WEST RIVER TERRACE 0 Z 17186 SW JEAN LOUISE ROAD 1 INCH=20 FEET _ PACS UMBER MINIM z0lZ Rc s �u t FRA MIN �- "" 'i� __ These and the • 4 Y aredwcod taduclStQrrOdovY r i plans _ fans are copyrighted rower p part,without pg Pacific Lumber n from 2012. P mimmter,» be re-used copse In whole or pot,wtNhout uaitten craisalon from Pacffic Luadxr +...y.. 1,213.411.1111161... Gimping,a retains copyrights to,and of the plans:15e of these lana other ......... ..nusow.s.e'u..a p al _ C �+.-• E 11 as nn:u...w.ra product supplier other Pmilf1c Lumber eng Is s A ` 1.� . �! • ` I1 sewaw.r+wwa.eess copying of these plant, rights under the Copyright Act infringes fare liabilities that include Rt rs�i.e1M-1:11L R►ur�RuYl' . .•o9tpreRoaelpf9 waep'repprsera \� :.ac..roswr/care Pentitles up to 920.000 per mark Far'1:KK4 and$f 00.000 oer work hdrfnied Witiulti. . _%1l1' I JOIST 1;% II! - CON1AAGTOR NOTE& D NOTES: 1)VERIFY AU.. t: FRAMING ONDIT10N5 MI5 FLOOR SYSTEM WAS ,^`,,,^`, ^•...r'�",...'"""^ 3)ALL FOOTINGS PER DESIGNER'S PLAN DESI6NED TO MEET OR • (UNLESS NOTED EXCEED RfrrF9ocktMb'la65 raf9�A11a6YUt1 A80vE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEPLEGTiON GRITF`-R1A his. ?Os NOTED OTHERWISE) bF L/430 4)USE CAUTION WNEN GUTTING p DIAleo FOR PLUMBING FLOR LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12sf LVIVEE L SFEARAALLS psf DEAD LOAD Opaf LVE LOAD = I 1 12p6f DEAD LOAD RD0PLOAD)Kb 25psf LIVE LOAD 1700 DEAD LOAD R1 1 a"- J3 1 -..1--yg�... MS snmslas na.----__ - FL 1 2-147(MAIN) PATIO POLYGON 7 PATIO �..-._rz__ �....._.. .r4•• —='7�F i A 1. "'•'^^ ^--�^- - ._ it Mrk s Material Width Depth Grade aty Gut Lth Tot Lth �'I d•f^^- .. .. I1 I _._._._ .�_ _ -,-. ....... ... J1 RFPI-20 5/4 9 1/2 4 16 64 "."".. ---J4 / V- . ._.. _. _._ J2 F491-20 3/4 9 1/2 10 26 260 la _ .13 RPAI-20 3/4 1 1/2 2 26 56 r + '�3 13-1r I: 44 1' 44 121911-30 9/4 9 1/2 5 22 110 -,_ 1 ,_.- _--___._.ter - t L. I•. 55 t - ....-.__... ..t- �` J6 RFP1--20 3/4 9 7/2 2 2 4 ,..�BIZ.... 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JD.. 1' I c..t 1xt sager Rsca1,eurpr+ol -'war 3L rlomrs.' REF>^RENGE INSTALLATION I IP 1141U-1115 its:Sabmr S0.Mg 1 ii _ CT ENGINEERING INC GUIDE FOR ALL PfZAMfNb -- - e;(--y — __ 17EThfLS AND I-JOIST INFORMATION - ....... . . ' , L 1 --- 1 041 1 Jt E J1 • • START rE s s , PacihiNiun or LEGENO: HERE 1 1 I HERE & TRUSS:. :comPANY 1 1 H -HANE ER CALLOW I. J • I_ 3 PLAN DESGRIPT7ON. TA ® -SUPPORTING POST-...- •' .. • ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RE480ARD • PLAN Nt1MBER 7A Lts -LVL BLOGKIN6 - FL 1 2-1 4"i PLAN DATED: 4/19/12 - J -JOISTGALLOUr...-.-._.__.......... ...._.........__..._.._. ...----' ts700111'I rprRY ROAD L. EI�YPl7F5/t6NEl�: .9:834Fee.0.ORE40P'i N97022 KAMI$EL00D 6 -BEAM(FLUSH W/JOIST) .... rsoagOia-33O _ Nom -HEADER(5EAMBELortJ015r) MAIN FLOOR JOIST LAYOUT 029SSt222194C1OR DATE: 7/23/12 ' 500-BEAM BY OTHERS . SCALE:1/4--1'-rY • . .Se05 flava aRea01.97055 ,r (5051933-9369 • SHEET. 1 of 2 • 14"OPEN WEB JOIST @ 19.2"O.C. GON 7 AB(NEW) STARTFRAMMG!ERE PL15-264 UPPER 8/72015 :,- 5 ed x Products 046-00 - k PloW) Length Product Plies Net Qty RM1 46-00-00 1"x 14`APA Rim Board 1 1 RMI 28-00-00 1'x 14"APA Rim Board 1 1 E 1' RMI 17-00-00 1'x 14"APA Rim Board 1 1 G i 4 I ., 1 ! :"Ly r . i —5 r RM1 1400-00 1"x 14"APA Rim Board 1 1 3 E z ' c RMI 10-00-00 1"x 14"APA Rim Board 1 1 3 E o E RM1 9-00-00 1"x 14'APA Rim Board 1 1 [ e p1i€ ` RMI 7-00-00 1'x 14"APA Rin Board 1 1 - ' € i i. E € i RMI 5-00-00 1'x 14"APA Rim Board 1 2 € ( I I RMI 300 00 1'x 14"APA Rim Board i 1 _ ( , ig BM1 22-00-00 5 1/2"x 191/2"Glulam(1.8E 24F-V4 DF/CIF) 1 1 Z i E," f f t r u.,LL _ €� !it.' SKI 14-00-00 1.5 RlgidLam LVL 1-3M x 14 1 1 5 € I i e 4 BK1 6-00-00 1.5 RigidLam LVL1-314 x 14 1 1 f s i i = i i BM2 4.00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 e € I S " BK1 3-00-00 1.5 RfgidLam LVL 1-3/4 x 14 1 1 .11111fi s ,, : BM3 18-00-00 5.1/2 X 14 BIG BEAM 1 1 11.11113111111'E I s 1 EiaiEtl•E I II.ff1111,itg I ALL BEAMS AND CONNECTORS PER ENGINEER i liiiiller B fi ACLrssoRlrs QTY ri a!"'i: F01; --1, , ® TFI414 24 • , � �Fo'I -.... - -.-�� L Q TFL1714 1 r " _ _ , ' E 1 1x14 OSB RIM FOR SHEAR BLOCKING 30' .-. - -_- © HU412 13 ..1111111ild. 51,, 1 1 F08 =a !! Fos Fl noa r na olrvr s - ,— .r _._,. F ,moo.. .NN BOA 40.111116.11 n r r Fos s 15DL .111111111161111 " ()6 MEE REFER TO STRUCTURAL PLAN FOR ADDITIONAL. POST TRANSFER BLOCKING - ': 1Yll I I FOB -- AND SHEAR BLOCKING REQUIREMENTS. �� -.�meq. MIS SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ! .,I� 1 FON.µ I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I ._ F�7 Il I~ F06 r I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _r. _... - C roaawrmtai.vx O r" -aww avwnm :5,-, r - - FtBG ol !"'YYn" '"if.a 1111111111Et4/44,4,1414,424444 4.4444v./max,sz rer...1 r. .. , I It .-111111111 IIM i4 �.Mika -;,_ �IMBRAADT ARXIITE-ICTI 1 _ a •.- F. ' ; � i 09 ® mlFoiwsToomc�coo-rcEvr I- %��� -I> RensEoxsrsSHOWN ROR-CO rFOR1411 c-REVISENe RESURAIT 51_I IID ;1111! 111-- i ar Allr-erirz --'010-1 &7FMItirOM.fitfMRMRLI0r1rxt trsekena MN III$U81 DO NOT: MOW EDAM MC StIA.Mr..XL *E4#8 „ 5-07-00 not Tia W MAW =WA MI itiar,141 memo. Loosen,remove,cut or notch ir• kt NE tan trent.-ft.„it any part of The open web Joist. CT ENGINEERING INC Pam mbar JOIST WITH RIM SCALE: 1/4"=1'-O"on24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0' 22'-0' 14'-0" ALL HANGERS WS24 U.H.O. GGE (2204' v\ I 1 , N mr _ 6:12 6:12 r 0 v 4 m 41 Mow- 7:12 7:12 F3(2)22-06 °r° HUMS I : v •Zs i i rV 4 t . 4 ' 7?12 I i I I I M. Di p D4 14) ✓ / Q ;' N 7 1 , , 1 77 /: b 4:'214: 1 . 71. ► 2 ZO Ii ; a 4.5:12 co • T-0" r 16'-61/2' y 9'-11' I 16'-1' 26-If ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT TRUSS CALCOULATIONS AND ';_, ENGINEERED STRUCTURAL • c,; PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER cAsslI RALL ON_CORD I F\ um er RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING i 7-A / A GE GARAGE:HECKED BY: DESIGNER/ENGINEER OF RECORD TO ` REVIEW AND APPROVE OF ALL LA) DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - l' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.