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Plans (96) G l -az-/-c2__ ---�.,w Al ,=E� I±fl Z Ros aur 1 M v� S E ....w I' Thesepmnsand the designs-ebearc miner;t,wihou PncfpLmederCO 1 > . Company 2012. 9 �11 E[7QBTBET • s,.o - The plans beg not be re-AseQ or or without ua$ten eraisslon from Paeiflc taster .. �I��I�C :�." r. e a �e� a �yo or RIGibLAfvfLVI. R GHRF G«-.,.... re.moi sa,«re. r under the eopyrigAL AO- Unsutfarixed tae �, —� - - emc..roro.rrao�s vLe ksoFwuto-ps�a, per boric dmwstoo.000acru k.frInaeawW94ht ......- _. .-' - - .. Asear...w.wroua • 1•RemO�{i xansiaPsc_rwouS.ts i`► ! \-!i[ FEB ® 3 201RFPFJ Join �.., • - IIh -.r.,.. '.- ` ' ' � ; i 1;'�1+'`� -•�.�4>d I GON7RAt.TOR IVt71F5r ?ES/6MlV07S: •.•~ � t j l I -1 r, "1() I 1)VERIFY ALL FRAMING CONDITIONS Iris poo ri...00ft SYSTEM Kos ..� w +%+..«-. 2)ALL POO11NEG PER DESIGNERS PLAN PESI8NEG TO MEET OR '� (UNLESS NOTED OTHERM ISE) EXCEED THE WE LOAD forf'auKn6 PAWLS KM8EARIOMAU.ABOVE POSTt,OAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN CRI'TERV. xTS xT3. (UNLESS NOTED OTHERPOSE) 4)USE CA1MON MMEN CUTT1NG FOR PWMBING FLOOR LO'�Na` 5)PROVIDE PROPER SUPPORT AT ALL 40pLIVE�� SHEARMALLS 12psS3f f DEAD LOAD SLEF-FM6 R^4.S- 30p3f LIVE ALOAD 12psf DEAD LOAD ROOF LOAPIAGEr 25psf LIVE WAD 1 7 psf DEAD LOAD f / /J 1 F �t 11, R1 R1i- B'°" _ 1 -- ._ MOSSO snmasu fn i _ PATIO F x1122-1 4-1 (MAIN) 7A PATIO -- .---- - --- '€ 1'gk s Mat r/wtd �^ - R7 05B Rka t 9Detp/� Grade Iv LI L of LL C tI1T h II._ J1 RR'I-20 i3/4V 1/2 + ib641i U J2 RPPI-20 1 3/4 4 1/2 10 23 230 •�€T Irl------d4 ■■ J3 RFPI-20 1 B/+ 9 1/2 S SD 56 22 10 '). ---. R. _.__.__..... _.�. _.. JS RFPt-20 1 3/4 •f t2• 5 8 18 LAt 5 •III," J3 RPM-20 1 3/4 , 1/2 _ 2 2 4 `BZ.. - -1:,-.---^ �_.` -.a J J7 1CRI-20 7 3/4 9 1/2 1 ib 16 • if ` -Y1- T 18 Rt'n-SO 1 9/4 9 1/2 4 4 13 - �_ • V J 1 .J - 81 R141OL.=LVL 1 5/4 4 1/2 7.5E 2 14 28 0 0 y V 2 T ■ B2 RigidLam LVL 1 3/4 R 1/2 1.5E 1 8 8 r C■ —_-__ ,_,-_„ • n n A - J81 6IJC6 RFPI-20 1 3/4 4 1/2 19 9 57 S .3-, ...._- _._ .. .. ._.._._.....-.._-._.___._-.___-.:-. �1 JB2 3LK61.75 LVL 1 3/4 1/2 1.53 2 3 3 4 0 1A .. - ----__..._.-_-_._..-..a_.f Aeccsaories I 0 A H I ITHOI.7 950-cr-t1T4.5 6J2f 2. a .T.� i a o.es• rws.❑ IR`7 ttit C1 111111.1111r IL 1 1 ❑ w-a..ne.a-cwr..o...m 111 C P ani.n••. os„](IICL WA- ..._._....-...- -. .. .-._.._._ I._..` __ of At(R1 Tf(1S ._..._..... __-_�._-__.__ - ..___..___.___._.,.-._._.___.._..__. _ J2 ® COfEDRlLS 70068 1WN�T a .12 ❑ 0)>+ 1006Ha1 IDI TWITH —_ _t --.._ - ----- 7 - _ _ ❑ �R6 REVISE AND RFSIR71W � fDES 04P1.991111 St OEM EMS IN MEM.OMPOPPOOLI R`t .63• ItEre LE NCO MOT ttla a Me MO M..IVE 90 -- _IMMIP� racwwovrtm a mamtlUF.as Iasi Ps 1 --- 1 1 { MIN moue ex 11t1•I 38 4i r f /HPORTi4N7? on NM-MOS. mPPRON RO .t REFERENCE INSTALLATION _ , ,.a.rrss mu:serve m N1 1 _ ---_ =- i CT.ENGINEERING INC GUIDE FOR ALL FRAMING 1it. '11 r f3ETAILS AND 1-JOIST INFORMATION R7 Jaic! . 111111r - ai • START n1 •I \\ R ; START Patmoiler FRAMING P��" Pio" i rmf FRAMING LE<END: HERE i ; HERE & TRU S S' •cogs PAN NY (H)--HANGER CALLOVT LJ L J J ® .. PLAN DESCRIPTION: -IA -5UPPORT1N&POST • ® -POST LOAD ABOVE -. costar-33z. POLYGON (MAIN) R -RMBOARD PLAN NUMBER 'TA LB -LVL BLOCKING PLAN DATED: 4/14/12 F'L -14 7 .� . .. .7MAIre eaMl>me EYNP DE9/6NER. - _._.. .___._......:__ . aBa1BOOK+FERRY Romp J -.10157 GALiOVT _<...........__......._ . .....�............._,_.. ..___... � � • .._. . 310059[nar0sl,Bso,grtss.on,-loss B -BEAM(FLUSH B1/JOIST) [5g5)Ais-,b69 lCAMI BEI..WOOD ADI -HEADER(SEAM SEL.oPI JOLST) • MAIN FLOOR JOIST LAYOUT D1994rff'COMMICTON■A1 DATE- 7/25/12 5„+Brt Js.W AW.O 66O-BEAM BY OTHERS SCALE 1/4'.1'-C t+.KB a5rmso_L40,; ,TO55 1505)853-1663 SHEETT I of 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 k. Products 9-06-00 PIotID Length Product Plies Net Qty RMI 46-00-00 1"x 14"APA Rim Board 1 1 RM1 28-00-00 1"x 14"APA Rim Board 1 1 re IBM11 i RM1 17-00-00 1"x 14"APA Rim Board 1 1 I — ® RM1 14-00-00 1"x14"APA Rim Board 1 1 ©1'.-09105 RM1 10-00-00 1"x 14"APA Rim Board 1 1 t RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 It RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N jN 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 o ',,,u_o 0 0 0 0 0 0 0 0 0 o BK1 14 00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' LL LL LL LL LL LL LL LL LL LL LL Rt. BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 & 1„ $ BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 : mo: i _-K x I RM1 I ALL BEAMS AND CONNECTORS PER ENGINEER i / B A F034 cc II F03 x ACCESSORIES QTY 0 1 F01 nr rc QA TFI414 24 z.... ff) J TFL1714 1 . „, F04 a 1x14 OSB RIM FOR SHEAR BLOCKING 30' Ail .-. ® ..'..- Y 1- U4 © HU412 13 F09 -F aFOG i OD FOG f ... . ._ BK1=BLOCKING FLOOR LOADING F06 •f RM1=RIM BOARD I. 40 LL _ 15 DL FOG IF07 K REFER TO STRUCTURAL PLAN FOR ADDITIONAL "°'^ POST TRANSFER BLOCKING _, FOG AND SHEAR BLOCKING REQUIREMENTS. „ , F06 F07 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06 ,'�. I`D7 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. MIR Ii. wFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA " °71 ,F07 •IIIIIII. .. f/ N "a me, F09 i' °T _ M 1 3ANDT ARCHITECTS I alk �i z CONFORMS TO DESIGN CONCEPT I .td I! `I. Ip F09 FO5 1-�_`_..__ E E COWORMS TO DESIGN CONaPT WITH _� i F06 ... ,,., A. Mil REVISIONS AS SHOWN El !ON CONFORMING-REVISE AND RESiB"t.^: • UC• - 'NIh f PAS:NCO,'BEEN KM*: *L F 3KRI1'PM-MRCP RM1( R Ft'}1'IFC'0 P kk.IR , .SHR,f. PET. E DO NOT: 'EnI%NiaveleeSS ASeD SPECISTSCIM AOL OP S ISN..FE PRieKT, i 5-07-00 OVEN'NIS Sera xw:s SZeirs roR S-......r.F;P* .I I CI:RS. Loosen,remove,cut or notch Todd A.Eetmv ce Septate.9p'2415 any part of the open web joist. CT ENGINEERING INC Pa. I a mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 "1-5-7 , i6 - OO 'f&2 ' I I 1111 II LEGEND:' ( ( 'I I I I —SS SANITARY SEWER Pacific II 1 I I I I -SD STORM DRAIN Community I I Design j I _-�� i 1 — �_IJ I —w WATER LINE 12564 SW Main Street - — — — — — — — — — — ® • MANHOLE Tigard,OR 97223 A—T7 [7]503-942-9484 ti a, • CATCH BASIN DATE: 12/31/2015 ' STREET LIGHT 20.00' 19.00' TRACT Y " �G 1 REVISIONS 295.6 3.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 4 294.0 3.58' PUE o EROSION CONTROL 32.0' .�_�� _ —— — — _I_�__ _—i_— — — 0 STREET SECTION, SEE —i �I _ _ —i+ CONSTRUCTION DOCUMENTS 1 _ I ;_ 1 I I tiI I: _ I ri I. r 51 � I I 1 1 GARAGE ' 1-HR FIRE ' ' 1 , 1 I 1 SETBACK SUMMARY I RATED EAVES ' I I: 1 j I i 1i FRONT SETBACK: 12' I I1 A i 1 II 11 I I SIDE SETBACK: 3' i I J 1 Ili STREET SIDE SETBACK: 8' I i II , ,' J 3.00' i I REAR SETBACK: 3' I' 3.00' i ' PORCH SETBACK: 8' I ' 41 it 42 o 43 i 2,560 SF i I I 1 HR FIRE 1 BUILDING: 7A I I I 1 I I I E ' RATED EAVES rI I 0 I i _ 1 II� FF= 296.65 I 11' 11 1 I 1 - ---- �; / __ I ' o (J JI �j� PORCH J a_ I LOT COVERAGE: `� 1 I I — / I ' 6.00' LOT AREA: 2,560 SF c 1 20.21' I PUE [ RIVER IU 16.04' I ` PI/El 295.1 297 0 7- I BUILDING FOOTPRINT: 1,309 SF TERRACE N �► 'r'_i A SIDEWALK _ ss_ PLANT (2) STREET a 32.0'. . >. .< %t JINE COVERED PORCH: 85 SF TREE: 2"CAL. ' �— �, TR NORTHWEST I CANTILEVER LIVING SPACE: 0 SF 3 I YELLOWWOOD/ i - �' 1 I �i „ ° o CLADRASTIS , r WATER METER COVERED PATIO: 0 SF KENTUCKIA ��� /` STORM LATERAL . ss iss ' DECK AREA: 0 SF co SANITARY LATERAL 1111 , SW AUBERGINE TERRACE LOT 42 TOTAL COVERAGE: 1 394 SF Q 32.00' t gni PLOT PLAN tiiiiiiw....1.., SD I D ca`1 54.5 % 0 , Pill 11� � 1 N�.��Mb. N IMPERVIOUS AREA: 1,671 SF 15 EL- A A A job 1 -1 — — T_ 1 -- �_.e — CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by PIa ningED PROJECT NO.: 395-037 2S1W6 Date: TYPE: CONSTRUCTION r. SCALE REVIEWED BY: PRE CO LOT 42 (R-12, SMALL) Initials: LS, RIVER TERRACE NORTHWEST 13161 SW AUBERGINE TERRACE 1INCH=20 FEET Z