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Plans (69) All --C7 /. - ®p " ,2 ` 14 LEGEND: —ss SANITARY SEWER Pacific —SD STORMDRAIN Conununit\ Desiun —w WATER LINE 12564 SW Main Street O • MANHOLE Tigard,OR 97123 - -1 -,i — L- — , m 503-941-9484 12g ■ CATCH BASIN rs1 N N I SS SS O �� I y,�_ DATE: 12/15/2015 j � STREET LIGHT REVISIONS I I I 19.00' 20.00'252.5 TRACT J D4 I 253 9 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �I �SD 3.00' EROSION CONTROL El SD -� 4.00' _ 34.0_ PUE - © STREET SECTION, SEE _.......w s - — CONSTRUCTION DOCUMENTS 1-1 I ; 1 1 1-11- --- I 1 I I I I ; IGARAGE I i SETBACK SUMMARY ' I I I -- I I II I : 4.0C' FRONT SETBACK: 12' r4 N N I N I II i N I I I SIDE SETBACK: 3' I STREET SIDE SETBACK: 8' N III ; I I*1 ' 1 I I REAR SETBACK: 3' 4.00'kk i ; 1:4-0-- i ,_ 1I IllPORCH SETBACK: 8' - I 72 I Z:3 ; II 71 iI I o 70 I�I I I� 0 � 2,720 SF 1 11 I 11° ; �I I BUILDING: I I �� I A III I I PH FF= 255.0 II I I I n N I III ' r I I :I-- I I I LOT COVERAGE: j - PORCH I ti I L 13-1 I •- •I I on LOT AREA: 2,720 SF — — 1 ----,__6.00'= POLYGON AT 243.1 ! 20.00'_ Mill PUE _ &, -'0�_;�.. 15.65' .m� BUILDING FOOTPRINT: 1,309 SF o �I --`S � - — — 4z WEST RIVER w ..��- � mr SIDEWALK w PLANT (1) STREET �/'�iw,� _ onowir-, - - COVERED PORCH: 85 SF TERRACE h TREE: 2"CAL. JUNE r� ®►a 34.0' �i� , ay. SNOW DOGWOOD/ • ' �1=.- '•=�� It CANTILEVER LIVING SPACE: 0 SF 13. CORNUS CONTROVERSA 1 ��/'0". � _'JUNE SNOW' rrWillr COVERED PATIO: 0 SF DECK AREA: 0 SF o w,-f WATER METER `� �w`y - LOT 71 Qr SANITARY LATERAL TOTAL COVERAGE: 1,394 SF PLOT PLAN M Sp COSD SD 1 Su o ) STORM LATERAL 1-34,, 36.00' 51.3 % ma 6 Alik. O_> SS SW SABRINA AVENUE SS IMPERVIOUS AREA: 1,674 SF _. Et \�_ tel'►_ -a\li__ LI a.A .,, ' .. -i—�,' miCITY O F TIGARD Approved by Planning POLYGON NORTHWEST (503) 221 -1920 a (FR5 Date: -�2-1 PROJECT NO.: 395-029 2S 1 W6 v^d..I TYPE: CONSTRUCTION N Initials: �/l -_ SCALE REVIEWED BY: PRE LOT 71 (R-7, STANDARD) ,o POLYGON AT WEST RIVER TERRACE Z 13690 SW SABRINA AVE 1INCH=20 FEET ... . .,_w p��u R COPYRIGHT zmz :R4 u1t� i r,►MrING YS M ,....... Was Igro are cepyrtoacea wader Federal Law ay PacifIc Lumber Company 2012. C"^- - ••---4••••• ' sa.alnov+..0 These may CoWeQ lnuhhok.0rpa•4wldloutwlltanpetmll»ion frwa PhrClFlc Lainder ,3 a "� ti, QNj)6Y>gTileBlEidM'bOFffb,DOVaStiordf .-...�. `I The are not bare-aseaor �� 1 p'1�,./��.�•/.. ('1}� `� ...»'�"..1.» ._.. \�1' iii m�"Ss.ws'a"�aa ConAamJ. to retains to.end of tDe ux of ttleSe pkm by artg other J �' t ��1��V i.J'1T 1-L � R�AapD��9yi II P �::.."" riela"' m...w AT. prOCIIKt suppaer other t P Lumber ay Is stylet prohibited unauthorized use or .. Company , •'�"�` 1 wwwwww..�ee+<+ copying of these plank hdrlrgea lights under the Capartatt Act infringes face labattles that Wilda g'P.. ... ..._ .._ A..d4r�!c?5 -C,71 - � laucw...wr.ao.e CFUNLIes of ua to 920.000 per work lnrinded.mW*100.000 per work lnf kwedux6Nhpat , _ J II UN 2 `1 V.1,,6 . . R PI`Jo7sT C rr + '`' GOMTKAGTOR MO7F5r ?GSIf.N NO7E5• ..» ., -. ,. 1 i S_ :. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -"»' 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR . �=.. x t " (UNLESS NOTED OTHERWSE) ExGa D THE LIVE LOAD WPC POST LOAD TRANSFER DETAIL .F "" .f '. • 3)AL3.E'JEAM5 PER DESIGNERS PLAN DEFLECTION R> CRITERIAxra NIA (UNLESS NOTED OTHERMISEJ 4)USE CAUTION P4HEN GUTTING FOR PLUMBINGBOOR LOADIlles 5)PROVIDE PROPER SUPPORT AT AU. '2pa LIVE t.OAD SHEAR-MALLS 12psf DEAD LOASHEAR-MALLS ¢LEEPad5AREAS, 3Opsf LIVE LOAD 12psf DEAD LOAD ROOSLOADIM5- 25psf LIVE LOAD 11psf DEAD LOAD /Rt R1 L I / R1 S .. '� I PL 12-147 (MAIN) PATIO , ...._-...._..._.. PATIO POLYGON 7 • _- - Jerks materiel Width Depth Grade Qty Gut Lth Tot Lth 11 ..___..._...,..� ----^•-•TT ---- R1 056 Rim 1 9 1/2 1 ' 16 112 31 RY"PI-20- 1 5/4 1 1/2 4 lb 64 ii :- JH'-__-- --.-----�,�••� 32 RPPI-20 1 3/4 9 1/2 10 26 260 EEi-- .a ,�- J9 RFPF20 1 5/4 9 1/2 2 _ 26 56 'ff�r. r J4 RFPM20 1 3/4 9 1/2 5 22 110 - ' ` ' JS RFPI-20 1 9/4 1 1/2 1 H a ,. -- f �._._._._Y....___.._....�. _.____. ..... _....__ - arw." J6 RFPI-20 1 3/4 1 1/2 2 2 4 L. 1` BIZ.....-.-. JB1 --- .--__.,_._..._.... - J JG, RPFI-20 1 3/4 9 1/2 4 4 16 'h T J2 " `. 110 61 Rk10Lms LVL 1 5/4 9 1/2 1.5E 2 14 23 {� Q 52 RIgWLatn LVL• 1 9/4 9 1/2 1.53 1 8 8 .--.-,_. •1 11 I_., _., - J61 HLK6 RFPI-20 1 3/4 5 i/2 1 1 9 51 ..-----....,-=====.4.21,2.-- "' --`-"' -- 332 BLK6 1.151-VL 1 5/4 9 1/2 15E 2 9 6 g S .. -..__..........._._....._...__-.__._- -- -..-_._.. _-.-........ ---_-. .-.._•. ... ._ 15 _ .—_- 9 O - Accessories 6 o 1 imN0 171ITT. I.5-or-I T .5 3 M + R1 R Cl d d N amso n omaaasaan 1 D m....r,.w.4.w anew 1 _. a h 1 ❑.w.ml.aw.lo-RMI a.aau.er 14 ec ".t "a""-':a 1 i Igilwa.swoawM NIliI11p DT ARERITE(TS . _.___.__..__...;F._ .._.._ _.... _.......__._-_.__._ _. _ lk . a I:IEORNSTODEi1p MOTT ,# 1 U MSTOD61RtlDtYEPTYI'TM, • INK_ { D$SAS SH� .L-x1-!a.- _ i 0 �-RE17RNIDRESU21fiT 11 it nes YRT mats au SU ural'**/R Lalli ha'�a11Q _......... . . .__. __ !� III I 111 11hIlIgK MMEI4MXOSWtlha MAN de 11 ...,----......-....,-,..,-,...7-.0...-.4 T'1 J52 9-------, — ,41 . ._.__....___._._ _ i �1 I eras sat( eanar+tsrxilaerlhttmomm.i JMPORTANT?' •Es r i j REFERENCE INSTALLATION DIU.kid--a xµ : GUIDE FOR ALL FRAMING r ' �_ CT•ENGINEERING INC TM tH1 _ �r DETAILS AND 1-JOIST INFORMATION START L ris g r, PORCH PI fi E Tb4 1- START FRAMING I PSC" I FRAMING Le$END: HERE i / i HERE & T R U S cp M P A DE Y • V -HANGER GALLOUT I. J L J ®ED ••SUPPORTING,POST- - . • PLAN DE5GRIPTILIN: TA -POST LOAD ABOVE - _._... CUSTOMER. POLYGON - (MAEN) •••RMIBOARD • PLAN NUMBER 7A )E LB -LVL BLOCKING DATEDh 4/1 4/12 �!^1�- 4 T .... -GVRtc7GvtIIONCS-. ... he�aa 01.1!5 u Am as e( EXP DE5J6NEl�> .....-.- ---- .. J -JOS GALLOUT..........._-......... . .....-.. < • 5100511 ow ,7o�ss ICAMI BELY1OOP B -BEAM(FLUSH w/JOIST) - - - (90")039-4665 HD$ -HEADER(SEAM BE LOYt JOIST) • MAIN FLOOR JOIST LAYOUT am79PE6 cSBTITACT R 050-BEAM BY OTHERS SCALE;T/4--1'-0' fI 5.1145re.swhu041, ' I DATE: 7/23/12 hrl=a06.+590.01hr601110*s f505m49-1668 • SHEET: I of 2 i 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER 6,START FRAMING HERE 8/7/2015 • Products 9-06-00 PlotID 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 . - - IBM1I a RM1 17-00-00 1"x 14"APA Rim Board 1 1 fir- S .-�- - ------------ ° RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1; e, e5 I RMI 10-00-00 1"x 14"APA Rim Board 1 1 RMI 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 r I RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N N �N •N N N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 o '0 0 ;0 O o 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1" LL LL :LL -LL ,LL 'LL LL LL LL LL LL 9 i' I,BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cc , BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11111 - BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 F k ; I. ' d " . I L -K i 1' I ALL BEAMS AND CONNECTORS PER ENGINEER RM1I (`B l O F03 11 F03 o ACCESSORIES QTY yfilli) Q TFI414 24 F01 e e TFL1714 1 F04 11111111111. g 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® ®... 1. YTI FU4 © HU412 13 F09 9! -F05' - F06 H 0 II - F06 ;; FLOOR LOADINC BK1=BLOCKING4O LL — F06 a • RMI-RIMIMBOARD D 15 DL F06 1 I 0 ,m REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING `;- F06 II 6 ' AND SHEAR BLOCKING REQUIREMENTS. n.. F06 a e !';� \ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FOG [. ' ' b `,u I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I F06 All e7 p« I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I .- FOG ® "ro w"-,rt • h" 51°os.F,c"+ Fw," fr y- FOB 4 ❑"""«"FO_.» R 4 F06 4' —?? N iax u in F09ilI MiL6RANDT ARCHITECTS 09 FOG El CONFORMS TO DESIGN CONCEPT ' � -, _� t. 11�_.I.- `.1._� �- CONFORMS TO DESIGN CONCEPT WITH = =` _= REVISIONS AS SHOWNF08 A 111.11 J NON-CONFORMING-REVISE AND RESUBMIT :ES IAI'P AAV%W ?E. AMMO FAR iE!ER L 0 O AN:E AEITH TOE< * P �� , :I:E O: DO NOT: RM1 REU=;rn.c-o wOVI F E i r PEM.!FOSRA Kir..F MEI%MANN:Aot VECIFIOAAIONS ALL Y ONCE AEA 4WD 5-07-00 C4FR THIS MEP NACOS. CRITRACTOR V.A.,VER:F''i1 OIlNSIOAS. Loosen,remove,cut or notch e,: Todd R.Won ~.:,:A:SootembP-90.2015 any part of the open web joist. CT ENGINEERING INC Paeifi ' tuber JOISTWITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSSCOMPANY SHEET 2 OF 2