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Plans (48) 17oz?9 5 4) Je ec_ e-trrs- __- i7.5r /C' a, LEGEND: • —ss SANITARY SEWER Pacific —SD STORM DRAIN Coinmunity Desiin w WATER LINE 12564 SW Main Street �� i - CO • MANHOLE Tigard,OR 97223 -�-��■��.rz ---.�►� [T]503941-9484 �, � iso mpla i`"'�� �bti ■ CATCH BASINDATE: 06/01/2016 oti1 ` ti1/4°QVISION _ ' i '' D4 TRACT �` + STREET LIGHT REVISIONS 19.00'`20.00' CLEARANCE ! STRAW WATTLE PERIMETER NO. DATE DESCRIPTION z6z.z 3.00' • TRIANGLE 261.3 ,��`.-�� 5.00'— / — PUE EROSION CONTROL �I, iM 40.0_ 262 W — — STREET SECTION, SEE ""4 _�� — 0 CONSTRUCTION DOCUMENTS II�.� =;kir � i�i': I. _ 1i tioi r= I r1- 1 N � ��a��v : GARAGE I1 ! i) SETBACK SUMMARY 00 1 % PUE °��' �'' I I Ii II I FRONT SETBACK: 12' 11 I, I 1 1 0 i Ki , 1 HR FIRE - I SIDE SETBACK: 3' �� �� I RATED EAVES Ili STREET SIDE SETBACK: 8' PLANT (3) STREET Eli o I' ii I REAR SETBACK: 3' TREE: 2"CAL. `, �1 ; 64 3.00' I PORCH SETBACK: 8' ✓ GOLDENRAIN TREE / \\ L' II I KOELREUTERIA \ I 3,158 SF o I I \ 11.00' , d i 63 I I N PANICULATA ,la�`'� lel I BUILDING: 2610A 1.0 II I ` Al�I II i FF= 263.4 \ I ^v Ii , I N R OF al, I•I o j , ili f PORCH I II L �'I I LOT COVERAGE: 7 �.�„. VI a r��ri __ _ ri—Vis' I L 0 of \ (PI*. �rri 1► Z v`Ir It�!`�`\ I I 8.00' I LOT AREA: 3,158 SF 00 a 'I oma, 1;'.�_ 19.00'—20.71 p fPUE1 _ POLYGON AT 3 _ )) -._-+n=` BUILDING FOOTPRINT: 1,304 SF WEST RIVER ,, J to i ;\ = p, J _:A���. _ � SIDEWALK ' 3 VISION 261 9 26.0' yrAinniVr.. COVERED PORCH: 49 SFTERRACE CLEARANCE '' a : 1 � TRIANGLE •= �„ CANTILEVER LIVING SPACE: 0 SF 04 PLANT (1) STREET , ° '' —, COVERED PATIO: 0 SF O TREE: 2”CAL. 0. Zbti j WATER METER YELLOWWOOD/ ra DECK AREA: 0 SF�aCLADRASTIS i5 4 kI ss LOT 64 h KENTUCKIA SANITARY LATERAL TOTAL COVERAGE: 1,353 SF PLOT PLAN N STORM LATERAL 34.00' CITY OF TIGARD 42 8 % o > as os —as--� os roved by Planning L I E APP IMPERVIOUS AREA: 1,749 SF c SW JEAN LOUISE ROAD W V ' w Date: .. �;, -- Initials: O / \ i < a a : a ,4/%. A/ _ ft LJ w Cr— -"GARD IY POLYGON NORTHWEST (503) 221-1920 Appro,,, _ , 'Hanning ' C /„� PROJECT NO.: 395-029 2S 1 W6 Da� • - _.--T TYPE: CONSTRUCTION 0` - SCALE REVIEWED BY: PRE Lir N LOT 64 (R-7, STANDARD) !riitiiis: 10 20 0 cn POLYGON AT WEST RIVER TERRACE Z 17289 SW JEAN LOU ISE ROAD 1 INCH=20 FEET 0 -°at-- PACIFIC LUMBER COPYRIGHT 2M3 ROSEBURG FRAMING SYSTEM" 1....a«w s seisk .."......nrat..:: �. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. i v 1 g QVd(fTy engineered wood products/Of}p(JOV$builder -...+. ,I' ��� r�osLOin" `� The plans may not be re-used or copied In whole or part,without written permission from Pacific Lumber I ' ,,,:,....:, rosewwn.a spanµwhich retains copyrights Co,and ownershipof the ens.Use of theseplans b an other .m 4ilit „-„-,,,, _-- ,I'III r^�-1SOV” products Tier other than Pacific Lumber Co Pi y y ”' �� ^-^a RIGIDLANf LVL RIGIDRIM reaveraa as.«rcA which Company is strictly prohibited.Unauthorized use a -- eewAAia.AaAw or e.ous copying of thea plans,infringes rights under the Copyright Kt Infringes face Debilities that include !�Poaap PRODUCTS ROWEI IVC PORESTPROOtiCTS \` / aeMonra rawrweove penalties of up to$20,000 per work Infringed and$100,000 per Work Infringed willfully. /►/1• RFPI�O ST _, --,-r-.$ (“--4-',4- , Fyn '1 11 ���� coNnucsoR Norte P 6N M0T75. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -.,,,,-, ..,..,-....,.".;';,"'��"""' B(i 11 i � ti f t ,s 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 1 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPFa1DLKN6 PANELS Yin BEARN6 WALL ABOYE POST LOAD TRAKer' Gt DETAIL 3) BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA 14."f5. RrS. (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING BOOR LOAM** FOR PLUMBING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS au Ar�asraa. 30psf LIVE LOAD 12psf DEAD LOAD ROOFLOMMda 25psf LIVE LOAD 1 1p5F DEAD LOAD I- WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BF OCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL / AS READ. AS READ. I eWHERE PLATE R1 _ NAILI \ R1 MATERIAL AS REGD. SHEARWALL ABOVE NG AT R 1 R 1 _ `* 0 1 R 1 EXCEEDS ONE ROW, i _ 1 R 1 J3 i' X19 R 1 R 11 � - 11 .4:41.4-4" PROVIDE ADD'L BLOCKING OR WIDER RIM V I lvJ _ _ I J6 - o t— PL 1 3-252(MAIN) Li d _ ...:. Jb - ....... :... I _ , .: ._ _... .._. Mme' POLYGON Material MUdGf Depfh 2610 A 6PGde QCy GUC LIh TOC Lth ...._ J .tlt2 -rj2i -� / R1 05B Rim 1 9 1/2 1 10 1 10 .. _. Jb _ ...�:f __JA____12_,, E=>_-- _.`- .` - - /-:_J --------.- ....- J2 RPM-201 3/4 b 1 3/4 9 1/2 1.... c1 11R 1 -.. Jb ..._. .. 1 J5 RFPI-20 1 3/4 9 1/2 3 1 8 54 -" 1 3/4 9 1/2 1 28 28 --'--- -Jb--- ----' � a- "a _ Jb RFP1-20 1 3/4 9 1/2 15 26 390 . tf f • a - --- -- ---`J6 -"'-- — 51 RlgdLam LVL 1 3/4 9 1/2 1.5E 1 15 15 ..- Jb _ O O ._ „( -- B 1 BLKG RFPI 2 B2 RigIdLam LVL 1 3/4 9 1/2 1.5E 1 25 26 JB 1 11 — /1. - O 1 3/4 9 1/2 20 3 00 WHERE PLATE NAILING AT a y ttt .... - J6 1 ... ._... _ SHEARWALL ABOVE x; Accessories... EXCEEDS ONE ROW, t __....— -:-J6'-- '-._...___ -- Ir H .143_O .. -12 O.---- H1 O1'1950-or-ITT9.5 4 PROVIDE ADDL BLOCKING 1 2'-O' 1 4-OOR WIDER RIM MATERIAL .. ..--_:_.. ......AS REQD. c D-R1 J31 JB1 R1 I J4 -- ®1 • Je1 PORCH I: i H Jell ®1—_ )4 77 I I I Si 1 — J4 I 1 / i../ R 1 r J4-------- REFERENCEINSTALLATION R 1 START START��r R 1 GUIDE FOR ALL FRAMING a FRAMING FRAMING ;a- `,.. SHEWHERE PLATE NAILING AT DETAILS AND I-JOIST INFORMATION WHERE PLATE NAILING ATSHEARWALL ABOVE SHEARWALL ABOVE in in HERE HERE EXCEEDS ONE ROW, LEGEND: EXCEEDS ONE ROW, - OR WIDER RIPROVIDE M MATERIAL PROVIDE ADD'L BLOCKING paollifi4 �HO--HANGER GALLOUT OR WIDER RIM MATERIALAS REQD. As REQD. ® -SUPPORTING POST & TRUS COMPANY ® -POST LOAD ABOVE o CONFORMS TO DESIGN MI4-2PT R -RIMBOARD 4 CONFORMS TO DESIGN MNCEFT WITH 5930 JEAN ROAD LAKE OSWEGO.OREGON 91035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESGRJrTiON/NUMBER: 2610 A JB -JOIST BLOCKING ®`OH'°R1TO PEW.CO'`T'Ff 0 NON-CONFORMING REVISE 'RESUBMIT GMT OMR: POLYGON J -JOIST GALLOUT .. aEsaO:O.a�.amA PLAN NIS liE MOM.AS-`es srrhEI r.=l 11111 iO_ DATED: 9/25/15 B -BEAM(FLUSH w/JOIST) 0 0-' -AMIE I0 ,I a<ca~.-fr•:art zea ME.r:;us:'A nos wo, EeRECi,:AilMTCP,of IEOPOOKI 'TY:'.w x.FO.W.OZ,E TRM TIE MAIN FLOOR JOIST LAYOUT =„,aA„0,,,- s ll m BL S.. sc"T„T'EE""L aft.p "mon EWP DESIGNER'Ic.4M(BELIYOCD DATE 11/23/15 NOR -HEADER(BEAM BELOW JOIST) OL31 ma floc PE As, kCT!ING f w:i4R:R A ro.fVOCaarc. BBC-BEAM BY OTHERS SCALE:1/4'-1'-O' M -c.� a.AE Oa=Hula Br lade R.Ulm Ea;.:seetMADc-Ts.zax MIIDRANDT ARCHECTS CT ENGINEERING INC PL 1 5-252 (MAIN) SHEET: 1 of 1 S ❑ CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H El ❑ NON-CONFORMING - REVISE AND RESUBMIT coNFORMs TO DESIGN CONCEPT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONF+` ' ' ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TH REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE 41, THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE 'IORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL ;MENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: Septembr If 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14"APA Rim Board 1 1 1,5 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14"APA Rim Board 1 1 itt RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ig BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 b. �BM1o� BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �, Fas _ 10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cni s 'Jt M BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �, -_ _ _ ° b� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F08 : m ;: F07 "' 4, BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FOS 07 R` BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 H I 19-05-00 F07 tBM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 II F07 o Flo 0 F07 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 - _ BM10 26-00-00 7 X 14 BIG BEAM 1 1 Q v� Z -- 131v13 J W Q E BK1=BLOCKING Q ❑ �I (7 RM1=RIM BOARD ›. — Qz Q O _ � , BM4 ACCESSORIES QTY uj a ¢ W F02 I I Q TH017140-2 43 ?� _ �p�� F02 I I F04 II © HUCQ1.81/11 6 0 Q IY J I I F04 j 1x14 OSB RIM FOR SHEAR BLOCKING 28' Z Q O F02 III0 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Zto — Q •-15-00 ❑ F02 I P1.04 II,„,, HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. U0 F02 IBM3_= FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA -I �O I W W Z LL1 - linlinlin F02' 0,1.7. r; 03 z FLOOR LO40 ADING W Yom. { 15 DL Ce > UP i F02 i W O OJ Q m Ir F02- 19-03-12 I 03 . F02. I I F03 Fi A F02 I I: baFrr� g a = Jm JOIST WITH RIM ir F1.1 12 w II Z F11 101 12 0 F11 Q. --BM9 PacifIJ..umber N \ F01 0 RM1 & TRUSS COMPANY