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Plans (92) l7/3$ 54) Tri Lex ters� /1_c7 '/6 —0C11 ,7 LEGEND: f —ss SANITARY SEWER Pacific —SD STORM DRAIN Community —W WATER LINE Design _ — —...—al... © • MANHOLE 12564 SW Main Street Tigard,OR 97223 — — ■ CATCH BASIN R)503-941-9484 DATE: 12/10,2015 TRACT I )2E. STREET LIGHT D4 /197.00' 20.00' , REVISIONS 3.00' 264.1 4.00''264'4 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION PUE EROSION CONTROL 26q 34.0' STREET SECTION, SEE I, --- M r— r -- I: 0 CONSTRUCTION DOCUMENTS 264 it 1 1 I 1 ,i / I I I 1 4 �Qj t( /'rte' I :1 1� I ..ECl iwe / GARAGE I l i i i i i i SETBACK SUMMARY ,I 1� _� � � , �AAR09Z016 I 0. l 1 FRONT SETBACK: 12' I 1 1 I CITY O�TIG ® I Li II L� I I SIDE SETBACK: 3' 4.00' I / I 1* STREET SIDE SETBACK: 8' BUILDIN IVIS Ot il iI' I �— 4.00' aREAR SETBACK: 3' 1 PORCH SETBACK: 8' -'- l 1l 2,720 SF i 145 ( �I BUILDING: 2610DR I I 43 Ia _ ;IFF= 265.53II c._ K( ;, N1 4I I ;I[PORCH1I L 1 I��II I s LOT COVERAGE: N �I 1I i 'CD 00 264 I 8.00 J PUE `, .P LOT AREA: 2,720 SF J I (119.17' 19.00'1 L / POLYGON AT O 267.3 < BUILDING FOOTPRINT: 1,314 SF W — SIDEWALK M` — Alari �� WEST RIVER N < - 34.0'( , ,d 4� d COVERED PORCH: 73 SF TERRACE 266.8< s ID 0 i N "_>"' CANTILEVER LIVING SPACE: I J. 0 SF -.4, � rt���W • /U1 WO ire v� - I' , t NIL DECK AREA: 0 SF PLANT (1) STREET N _ TREE: 2"CAL.�S � WATER METER o TOTAL COVERAGE: 1,387 SF 0. s YELLOWWOOD/ ss a STORM LATERAL LOT 44 CLADRASTIS 51.0 % 34.00' PLOT PLAN °' KENTUCKIA SANITARY LATERAL QS -- OS QS • IMPERVIOUS AREA: 1,704 SF p i�' ` b v t SW JEAN LOUISE ROAD 1. N tN w T ;. " �: �e1• w O N N u, • '.' E ' (U 4 I , ' I CITY OF TIGARD POLYGON NORTHWEST503 ( ) 221 -1920 Approved by Planning sf, t,t, PROJECT NO.: 395-029 CD 2S 1 W6 CA Date: / TYPE CONSTRUCTION LOT 44 (R-12, STANDARD) SCALE REVIEWED BY: PRE 0. Initials: LS ,O O POLYGON AT WEST RIVER TERRACE z 17135 SW JEAN LOUISE ROAD ,INCH=20 FEET 1 W " ��""~� PACIFIC WMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" r soauaaou Au These plans and the designs are copyrighted under Fedwal Law by Pacific Lumber UU1%/ engineered wood Products for todavk builder- ...,_.,....,........,...., W pr- ..rt.a- Company 2013. Q 'f () �.....a m d..-.... /I�111 .041 �osnn.a,.eove - - The pians may not be re-used or copied in whole or part,without written permission from Pacifc Lumber "" Teaewe•.e eoaa mpam�,which retains copyrights to,and ownership - +�«+• asr..usewsxe�rxs Add ship of the plans.Use of Chase glare by any other ,../► /" 1 j �} y'v ^^+.-- Ail PER VETw 16 Wer. product supplies other than PaUfle Www Company is strictly prohibited Unauthorized use or RIG 1��.1\IY� LVL I\�t7�DRI Mu. �� , , ae . aa �pyngofthese ns. dawn TO Pesrwewe Wa infringes rights under the Copyright Act,infringes face liabilities that Include acttaaRa Aga Tl+Qoaac7s - aos�6tavB A'MdT / /-BM penalties of up to 620,000 per work infringed,ands 100,000 per work Infringed willfully. II�„ MAR 0 9 2010 JOIST*NRFPI -a. �..fr i 1 OF T LGA '°' GONTRr4GTOR NOTE.x DE5I6NNOTCSr "....T:,==7"'n ..++.....+�. PRU� t-�j[�{r �"�lv i c i O N 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM W A5 .) 6�i0. 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RaPrBoc.c,sPANELS YEfNBEARNb WALL ABOVE POST LOAD TRANSFIX PETAL (UNLESS NOTED OTHERWISE) OF L1480 NTS. HTS 4)USE CAUTION WHEN GUTTING ROORLOAPM6: FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD I I II SLL�'N6AREAS 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAP/N6: 25psf LIVE LOAD 1 1psf DEAD LOAD • r 1 WHERE PLATE NAILING ATWHERE PLATE NAILING AT SHEARWALL ABOVE WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW, SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW. PROVIDE ADD`L B OPROVIDE RIM BLOCKING PATIO OR WIDER RIM MATER ALCKING PROVIDE ADD'L BLOCKING PATIO / OR WIDER RIM MATERIAL REQ'D. OR WIDER RIM MATERIAL AS RECD. AS REQ'D. l R1 _R1 / R1_ • � R 1 R 7R 1. J3 J9 R 1R 1 R 1 I `�-`` `.4• -�--- Poi' 3-255�M�I LYGON 26 10 D € f/ Material Width Depth &rade Qty Gut Lth Tot Lth R1 O5B Rim J6 - ��j+ k � CO J 1 RFPI-20 1 3/4 9 1/2 1 1 O 110 ---_...--- -' - ---':Jb --- - ! v `E--_._ J2 RFPh20 1 3/4 4 7/2 2 8 --- _-.__._. __-,._ 4 O .._ Jb .. ... ... J3 RPM-2D 1 3 9 1 2 1 5 4 J5 RFPI 20 /4 1/2 1 28 25 3/4 9 J62 1. J6 RFPI- O 3/4 9 1/2 15 26 390 J2 J7 RFPI-20 1 3/4 9 1/2 10 6 GO -12 51 RigiciLam LVL • 0 B2 Ri gidLam LVL 1 3/4 9 1/2 1.5E 1 1 8 15 s 3/4 9 1/2 1.5E 1 25 28 ry J6 �. .......:... O 83 R gidLam LVL 1 ti r:, _ Jb -- Cr JH 1 BLKG RFPI-20 1 3/4 9 1/2 1.5E 220 3 60 3/4 6 R 1 Acceasorles ry - Jb - R 1 R 7 db- : _ :R 1 Oe H1 ITH01 1950-or-ITT9.5 1 6 ii: I ry _: }6 __-_ JE 1 WHERE PLATE NAILING AT r• - : J6 E PPPPPP K SHEARWALL ABOVE EXCEEDS ONE ROW. ----- -...----- iib-- --.__--- ---PPPPPP ._` n PROVIDE ADD'I BLOCKING 12 O' 14'-O' ____..._ _._-. __..._-._ J6 .__._...___.._ _-_.__.__ •- OR WIDER RIM MATERIAL i. AS REQ'D. ___ - ------ -36------ .: 14-0 12 O '-'----- -- J6--- —.- _..- -'-'--- I:! -115:1I JB1 ------'-- -d47—n ..._-_ _... ..._.. r -1-7r-7',, n: T 1:nn,.r-1T PORCH I I PORCH r--1T-1"r r 1 R 11 Jl J1Jl J`i -0 41 J`I jli ..f1 J` I Jl J7 .fl J`f Jl J7 J-f Jl j 1 y 1 1 11 e S3 I I B� B IMPORT.4NTf JBa_ REFERENCE INSTALLATION START R 7 R 7 I f 1 �' R1 F START GUIDE FOR ALL FRAMING FRAMINGL R1 R 1 FRAMING DETAILS AND I-JOIST INFORMATION HERE 9-1/2 RFPI-20 e 1 9.2'O.G. / 9-1/2 RFPI-20!•7 4.2'O.G. % HERE LE6END: PLATE PTE NAILING AT i SHEARWALL ABOVE / WHERE PLATE NAILING AT 1 SHHO--HANGER GALJ_OUT PROVIDE RDD' BLOCKING 1 EXCEEWALL DS ONABOVE OW Pacdi" umber ® -SUPPORTING POST OR WIDER RIM MATERIAL L--PROVIDE ADM BLOCKING ® AS REQ'D. OR WIDER RIM MATERIAL .� COMPANY dM -POST LOAD ABOVE AS REQ'D. R -RIMBORRD 0 •COEFORMS TO DESIGN CONCEPT LB -LVL BLOCKING ® CONFORMS TO DESIGN C'NO:PT`AM 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663 .JB -JOIST BLOCKING - — RE.,SIONS A-Sf0Ft".. PLAN DESGRIPTION/NUMBE.: 2610 D one o 1o•Macoacar ❑ NON-CONFORMING-P REVISE AND RESUEMCT CUSTOMER: POLYGON J -JOIST CALLOUT 0 adaa . W. B -BEAM(FLUSH w/JOIST) - sea lEf:.0451 s/a BEEN T_YTBE3 Ti 1 ErU:Cxrx'asa-,E PLAN DATED: 9/23/13 ao - TTY CEI 3FI E:9Ik_FT CIES%fav,'Ota kJ'REIM TIE Nk Ck. I-a OF lesFel MIL Fc.F.'LIr IY.e1 Will NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LA'TOUT _ rsi 14 a eeaaaoFMATTenu w� �A 3a5:T1 EWP DESIGNER: KAMBiEL.IY00P DATE 11/12/13 SII,in.+Li✓:4F%a. x,ER/e SF_{F.:Al x1011.1/3. NwuBBO-BEAM BY OTHERS SCALE:1/4'- 1'-0' . ><.m.Few._.. ,... W.V. [/: Todd R.EkteA:.:se;n•bns.. 204 i MILEIANDT ARCHITECTS CT ENGINEERING INC1 FL 1 5_2 5 5 (MAIN) SHEET: 1 of I Fi CONFORMS TO DESIGN CONCEPT POLYGON VI CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN ❑X CONFORMS TO DESIGN CONCEPT PL13-291 UP H n NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 : THIS SHOP DRAWING HAS BEEN REVI , ' ENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND ic,,'c,, S NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILI FOR CONFORMANCE WITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATION'g LL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PlotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACT'`? SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOORYENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 1" 14" 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS:AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 36-00-00 x APA Rim Board CT ENGINEERING . G PRIORITY OVER THIS SHOP DRAWING RM1 17-00-00 1" x 14"APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RMI 13-00-00 1" x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14"APA Rim Board 1 1 1. RMI 2-00-00 1" x 14"APA Rim Board 1 1 ri BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 io BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 61 0 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Fi BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OM1oI I BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 H BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 `' e.A., .a Y.°u��ry 1-07-03 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �a. 1( v F09 .: �. ���.�.,� .,..,,,� � � . , � moo. ;•- �, � � r1{: sill M1• F09 ,m BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 a »-- � .... .. .� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07 _=F.., � FOG V47-47,' `" BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Fc16 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07 19-05-00 F06 BMIO 26-00-00 3-1/2 X 14 BIG BEAM 1 1 . , - 0 � F ,. _ ... , 3 .. .w BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 1 7 oKa, 1 BM I 18-00-00 5-1/2 X 14 BIG BEAM 1 1 E 1BM3I ;IliniMlit 1111111=115w Q Q BKI=BLoc;aNc �� � Q Q 0 RMl=RIM BOARD( s e- BM4 Q O = ACCESSORIES QTY i El FDL ' = d Q W Q TH017140-2 43 li X04 F02 �? (2 © HUCQ1.81/11 6 ti F04 FD2 11111111 d — ¢ (27 1x14 OSB RIM FOR SHEAR BLOCKING 28' W m F04 F02 E. J OZ w 5 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN j l'; Millr F02 Z p Q HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Pi BM3;_ _ - - J f F02 F W 0 CO (FLOOR DESIGNED TO MEET OR EXCEED L/48O DEFLECTION CRITERIA( O< MN �; ° V Foe. d W Z W FLOOR LOADING 1111111 � • WllJ `1 40 LL F02 > (� 15 DL ! ! WO CS • O 19-03-12 F02 I. > Q m s LU F03 ° ... .� .: F02 D co, uu=�� F 2A A JOIST WITH RIM ! Fl F11 W O i a F12 ,: F 11 u ,. .:,.Ai. z am01l 1 PacrnEkumber IBM91 CLi _ _ & TR U S S COMPANY "� RM1