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Plans (82) /YS7;2-ofd--- 60/ / l 37 y./--54, h5 /k-r- RECEIVED LEGEND: MAR 2 3 2016 —SS SANITARY SEWER Pac I f tc —SD STORM DRAIN ComnnIflhiy 7 W 108 CITY OF TIGARD1 —w WATER LINE Desiun 109 I\I1SION12564 SW Main Street BUILDING ® • MANHOLE Tigard,OR 97223 252.4 ( 255. [TI 503-941-9484 — — — — — — — — • CATCH BASIN DATE: ,zi,.,zD,s 50.o 0. STREET LIGHT _—�� REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I� � EROSION CONTROL ►1 STREET SECTION, SEE I —N T 1, p N— —29.00'1 p —�-- — 0 CONSTRUCTION DOCUMENTS . I 1 I N I } 1 Ij r SETBACK SUMMARY 1, I� , FRONT SETBACK: 12' 1 8.00 1 ' ,�- j 5.00' SIDE SETBACK: 5' / I I ti STREET SIDE SETBACK: 10' _ / I. ' REAR SETBACK: 15' 104 103 i N i 102 PORCH SETBACK: 8' I/ 4,600 SF ; a GARAGE SETBACK: 20' I� � BUILDING: 3BR o I FF= 254.6 I o GARAGE ' .4') 0 arg. \ CV — — I — j—_ �, 1 ', 1I ;T-- I LOT COVERAGE: u L-'---i j 1 PORCH r r,.._ - o _ —6.00'_ 1 I �5___ o I LOT AREA: 4,600 SF POLYGON AT el PUE 253.3 $ 1 20.00' 20.00' 1 257.0 - -a — — — — — k / "-4N 12.90' 40,4111.0010114M1,4126.1.41 BUILDING FOOTPRINT: 1,569 SF WEST RIVER 4i176ii\— ��f \_—�� 7�_ 4' ix —J�— — COVERED PORCH: 161 SF _ �k_, �;■_`�� 50.0 !.—!1!� PLANT (2) STREET TERRACE 3 1 SIDEWALK =�I'`%. �i l'—.��,- TREE: 2"CAL. \ CANTILEVER LIVING SPACE: 20 SF 3 ' am earl I---titer /�•gni— KATSURA TREE/ _ ,t.,� WATER METER 'Jj �'a!� `���I�y ' CERCIDIPHYLLUM+` COVERED PATIO: 0 SF —� dw JAPONICA 0 4S nc mho ti G� —�/�• " 4,, OS DECK AREA: 0 SF a STORM LATERAL 28 00' LOT 103 01 ` A SW 175TH AVENUE TOTAL COVERAGE: 1,750 SF PLOT PLAN N SANITARY LATERAL �I•4k = ' 'S/' _\'� �\; ..j: �= 5 \ / /Si 38.0 % _ / IMPERVIOUS AREA: 2,450 SF a •PI* I1 r I /moi //AO / !yJr !J! v - CITY OF TIGARD C ,c23 POLYGON NORTHWEST (503) 221-1920 Approved by Planning a C /„� 2S 1 W6 PROJECT NO.: 9 Date: 3 / 1--3 I r, TYPE: CONSTRUCTION CNI LOT 103 (R-7, LARGE) SCALE REVIEWED BY: PRE Initials: �`"`� ,0 0 co POLYGON AT WEST RIVER TERRACE - - Z 13742 SW 175TH AVE 1 INCH=20 FEET 4 lik —"r--- PACIFIC WMBER COPYRIGHT 2014 {■may(■j ■fa {■ ROSEBU RG FRAMING SYSTEM— °Y"+ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. QUOaI1TYR)86iB(J wood products for 1000V'Sj?UiF.1Qf- ��i The plans may not be re-used or copied In whole or part.without written permission from Pacific Lumber .. I' Gol,gany which retains copyrights to,and owners of the plans.Use of theseplans b an other ,'r ���IIIC ro=s "�` product an y y RIGIDLAM LVL RIGIDRIM .--...-- rsa oeTw 1a.wrcx p supplier other than Pacific Lumber Company is strictly prohibited Unauthorized use or ' - - ev.axswm.ar slocxs copying of these pians,infringes rights under the Copyright Act,Infringes face liabilities that include MAR 2 3C 2016 F '"� i ...,„„,.... ...H.....,....,.... i anal rorosnonove p per work infringed,and$100,000 per work infringed willfully V � � Densities of up Co s20 00 � ,„ �IIM� 4 * RFPI Jo sT PP%%'' -- h� CITY OF TIGARDROSsevies MOST ...w-,_ I� BUILDING DIVISION GONTRAGTORNOTEEn PE5f6NNO1 n w.f...,c,,,,,,„,,,-, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,.,.,v "',�r""""" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFKI3LOCKa6PANEL5 WITX WARM WALL ABOVE POST LOAD TRAriSFGR DCTAL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA N.rs. lays (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING PLO'OI WADIWSv 5)PROVIDE PROPER SUPPORT AT ALL i 2psf LIVE LOAD SHEARWALLS psf DEAD LOAD START START paf LOAD FRAMING _ PLADSWENT sed inCPIJ4NONLY 30psf LIVE LOAD i FRAMING IThis layout is to be used in con Junction with 12psf DEAD LOAD I HERE I I Architectural/Structural plans.Verify all I PATIO II HERE I PATIO I shear wall blocking placement and connectors 11.001.LOAD/N6, O / N O I I Purchaser responsible for approving this 25psf LIVE LOAD R 1 fS i c 1 R-# ayout prior to any construction. 1-Ipsf DEAD LOAD II - I— - ,4— ——–– +}— – Js + J5 a 11 .J4 _.... -- —J4 --------- _....__ • .—. .._._,y4 - ---- -- ._.___.._JS.-- -' ETEIEIII1I J4 — _._. _.—..Jg---- ....... .....TIEE3:EII.IEI..HEEIE- 11 11 — JS 1 '----- I _._..._._ __ .�... 5— -- V J -- --'--- - __,._ --J4 I _. 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JB1 -131 r--- 1---.. -: ; — --=-ter -- I - t PORCH PORCH J L IMPQRTANT7 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL.14-1 1 9 (MAIN) LEGEND: Mrk• POLYGON 33 Material Width Depth Grade Qty Gut Lth Tot Lth 0....HANGER C LLOUT R1 OSB Rim 1 9 1/2 9 16 144 I a��fi ber !WHERE PLATE NAILING AT II ® J1 RFPI-20 1 3/4 9 1/2 2 10 20 ISHEARLVACI ABOVE EXCEEDS ONE SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 10 18 180 ROW,PROVIDE ADD'L BLOCKING OR S COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUTV11DER RIM MATERIAL AS REDID. ! & T R $ +?- R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 14 28 392 SCALE 1/4--1'-0' CONFORMS TO OES;GN&ic9T JS RFPI-20 1 3/4 9 1/2 14 12 168 G 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'7035 (503)858-9663 LB -LVL BLOCKING Ei gNFORRS TO DESIGN q:'fCFT P/IT i B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 FaISIONS AS SHOY,s PLAN DE9GRIPTIONMUMBER: 96 JB -JOIST BLOCKING - 62 RigidLam LVL 1 3/4 4- 1/2 1.5E 1 14 14 .0 or„o„,mTO Dawsrmown c 1 -JOIST GALLOUT JB 1 BIJCG RFPI-20 1 3/4 9 1/2 30 3 90 p TO o" [moot yr. C NV C,tiFORMi?7G--2ElOSE AKD RESUBMIT— CUSTOM T POLYGON .an reels e_M?31575:re.,RMER.C!erC35.WE PLAN DATED: 9/1 1/1 4 B -BEAM(FLUSH w/JOIST) 0"°" "'olu:e.w-kretse.M�.um 1 WIN'PE EOM w!w;FT Clfa MD WE:mT RUM'FE Accessories _ 5115.5TCI ISOR n 1c :Ew-r FR CC F:�w,r-.E am+=a MDR -HEADER(BEAM BELOW JOIST) H 1 ��- E FAiilr+FN±S>r.rtan's u ct m:.a WV'rv531n DESIGNER: KANI/L NENDER50N DATE: 4/14/14 THO 1 7950-or-ITT9.5 4 � L �. MU,nzs l',.:?RAT:E. DIW. :C..e. BOO-BEAM BY OTHERSnt w 1"'�A II D r.1 3a:1 TENd A NE D,;,,Sge.b:r 13.ell FL 1 4- 1 1 9 (MAIN) SHEET: 1 of 1 I MILRRANDT ARCRITECTS CT ENGINEERING INC 3 kr POLYGON 3B PL14-119 UP 41210014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE 1 y 5-00-12 1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RMI 40-00-00 1"x 14"APA Rim Board 1 1 �I RM1 37-00-00 1"x 14"APA Rim Board 1 1 � � RM1 11-00-00 1"x 14"APA Rim Board 1 1 RMI 9-00-00 1"x 14"APA Rim Board 1 1 �„40„, � RM1 5-00-00 1"x 14"APA Rim Board 1 1 limit BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 i a BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ _ BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 15 L L = t L LL LL LL L LL * z BMI9 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 1 9 01 -OC BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 i_ GLs -_ - ' _3 33 L_C'"g`____ " _ BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 l4` .�I �; ( - R.; , -- i t B f 'JIM BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 13,—-— — BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I 'i i 1 G? BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 = = — rN BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 '-i BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 :L 5I _ LL oid BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �, r BM5 6-00-00 3-112 X 14 BIG BEAM 1 1 _ ?' BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 a 47:4(1 O -- ., 2 1 04. BK1-BLOCKING FLOOR40 LLADING E. 12 n,RIM BOARD 15 DL IU !I111 EIS I` 1°ro: o G � QTY I D I Igg{e1 Lt. ACCESSORIES I I E 4i0 [ O TH017140-2 53 V I R ® HUC412 5 m Ip n 0 90 .^�._ 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' . . r ,D ..32cv-.E ---- --- m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �R73�f , :K1 G I S I IBM REFER TO STRUCTURAL PLAN FOR ADDITIONAL S' I I O POST TRANSFER BLOCKING E`..J., _FM I.- - _ AND SHEAR BLOCKING REQUIREMENTS. : Ep g. EQ Y 1 BM ,J' I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. V 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ _ ROW,PROVIDE ADD1 BLOCKING OR I I I WIDER RIM MATERIAL AS RECTO, i ❑ coNFORMS TO DESIGN CONCEPT JOIST WITH RIM (24x36 SHEET) SCALE: 1/4"= 1'-0" ® coNFORMSTODESIGN�NcHTWITH REVISED*AS SHOWN 0 WNW,.TO nnwRoowavr 0 NON-CONFORMING-REVISE AND RESUBMIT 1 CO COM HT"mm" " '"'"' INS NOP MICK 109.DEN PE9.DE9 RR G',sEf41 GkFW!WKE I ar " c R .M „ =M:.- , :n Pn W. Pacifi umber I nx erw exert > us v x DEP 1 14 99,/129/429 ?B 1'99:19 ri9E RUNS, I'onaic ttNNK rc r"cax DER DO SBF OMR, coomLTR S UL SEKS,KL EE 1219. a AlaEiv o.4 S/n/u N. NO R.WWI Galt:&NTNer Ii 2914 & TRUSS COMPANY. 1 MIEBRANDT ARCHITECTS CT ENGINEERING INC 1 I' POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 43-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 M1 k 5-00-12 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 womb wassolems ,—. moss.asois mete war,maw,, &eta Mom=mg gemenvong ows I R-mum imegs RM1 11-00-00 1"x 14"APA Rim Board 1 1 �i , RM1 9-00-00 1"x 14"APA Rim Board 1 1 � RM1 5-00-00 1"x 14"APA Rim Board 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 I H it s ► .1 . BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ;- - _ �: BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I,. �l BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �i� , BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 1 i , ' BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 °�i 1 AOf 1 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 LluS_ 1K1 I [ I C[J2'�t € i BM4 12-00-00 3-1/2X 14 BIG BEAM 1 1 OD -�-- II = , '-L� 1 2-0-K. [ BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 q I 11' '— : f M BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ® --- F� . — BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 , !: BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 e 9 ° �' E i a BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 G E BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 , 1 € FLOOR LOADING ¢ R t$ *. - �.ilIlr_ ern=eLoBOAR 40 LL 1I� I ,) RMl=RIM BOARD IS DL EACCESSORIES QTY ...,..7:_r, o Aci c a a. . I ! W OII �E 0 uFg 41 II Q TH017140-253 © HUC412 5 I I ! g '' 1X 14 OSB RIM FOR SHEAR BLACKING 31' 1 _ L € ., -r0 :I •I 1 �� .IYI ' >i_ ,� t_ " _g 0 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ! a ._-- --- ' .... - f`-' ;# I B. ' REFER TO STRUCTURAL PLAN FOR ADDITIONAL lBM7JI 1 + - I __-- _--._ _ POST TRANSFER BLOCKING 0 �' AND SHEAR BLOCKING REQUIREMENTS. O I — - IBM1I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 9T1 !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD1.BLOCKING OR WIDER RIM MATERIAL AS REO'D. ❑ CONFORMS TO DESIGN CONCEPT (24x36 SHEET) SCALE: 1/4"= l'-0" CONFORMS TODESIGN MOIST W1/ JOIST WITH RIM REVISIONS AS SHOWN E...............".” 1 0 NON•CONFOFJIING-REVISE AND RASUEMrT 0 mrgoenT"oRsw"m"Loi"n" uvmoea ROTRD I BTh FFE OAIIYW!% Bft iFHE I R_?F EHK E,FC3iWCE ❑!mnmm.,.. at .cas.ie" BI 1 01/St LRT.J' /11I R xEc 4Ci EEI:EYE.1E c mbar i.," r>"1 ERIHICCOR:BB R OF RIDOKYILITY FR.T.'F.RHEEL RITE 1:E RBe!11101/St FYI D&TIMI RITC 1�:U ERIFI i.eaBIlTT OMAN."v i DB BES 3CF 7RgtG. _RR!RILIOH 544.?4FRIR'M.oelEHstOVF. 1�Fi w Fyw m" snln. M: Todd R,ERt"1 CPU'September IS,2014 & TRUSS. COMPANY i MILBRANDT ARCHITECTS CT ENGINEERING INC