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Plans (24) r 3C13 Si", / y rg ik c "fir /`�.S i.o// 003 9 y t // I ,+ , t , i - 1 . . LEGEND: J SANITARY SEWER 11 �i, I t I ' ' III ' 1 —SS t aCitIC 1 1 Im ! ��•1.1 Iy rI I I —SD �O171111t1111[� _- e1 1 STORM DRAIN 1 � 1 I � "'1 Desi n I _ _ ,,L _ I— w WATER LINE J I VISION ` „Alt 11111 I 12564 SW Main street / at, _�1_� ��_;;�-J� — — — — — — ® • MANHOLE Tigard,OR 97223 I I CLEARANCE - — ,o i � i _ r� Cn 503-941-9484 �� 4b IO \ :. TRIANGLE CATCH � N E �, BASIN R ^, TE: 12/30/2015 / ,' / 287.9 'tin i i 19.00' TRACT Y STREET LIGHT REVISIONS 1 ! 11i� ' '(' !290 1 3.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ®,�®.. / ���� �, PUE EROSION CONTROL ' _ U�j� i�J� 0 STREET SECTION, SEE ! _ AI_ iIIiiII I , I F CONSTRUCTION DOCUMENTS 9.59' I I I --- - 1'�_ 111 , it If IkI4i' = , ; I-- �' I I I I I 'iI�.> fi 1 ' I 1-HR FIRE i I' SETBACK SUMMARY ...�,. _6.00 M GARAGE ' RATED EAVES ' I , I `� ( II I FRONT SETBACK: 12' PLANT (3) STREET / PUE 1 1 1 r. / / ' 1 SIDE SETBACK: 3' TREE: 2"CAL. j I �' j I 1 ( I I II, I STREET SIDE SETBACK: 8' 1 KATSURA TREE/ , !I 1 , REARSETBACK: ,� ' t 3' CERCIDIPHYLLUM } .i3 1 1 I I I II I h ` / I I 1 , PORCH SETBACK: 8' '� JAPONICA '\ i t I 3.00' I r' 10.24'. \ 140i 41 Jiii 1-' ' ' I I I Oiail /2779 SF , I 1 1 I I I E 1 ( N 1 BUILDING: 4A II RI i , i �\ Q �� 1 II FF= 291.26 I' i/ i I 1 ---- (�L ii i 11 -- - — I 1 J LOT COVERAGE: �� POHr! h. IIj _ 6.0' LOTAREA: 2,779 SF�� 13�, N — 1,,.x '19.83' I 1 / PUE I RIVER v A 13.95'—1— — — —NI, — —1— BUILDING FOOTPRINT: 1,112 SF 291.4 SIDEWALK x IArithiTERRACE _ '7- MI COVERED PORCH: 13 SF NORTHWEST i 3 �� " a. 1 l CANTILEVER LIVING SPACE: 0 SF STORM LATERAL �-E1EfilmlliaZ�=mmrAaz �' COVERED PATIO: 0 SF AT R METER OSS • ss ` JOst - __ - ': DECK AREA: 0 SF uo SS SANITARY TE' L SW AUBERGINE TERRACE TOTAL COVERAGE: 1,125 SF LOT 39 i ' Q � i t ri 0 32.00' PLOT PLAN SD o'D 1 S5 P, `a m SD 1� �+ I AD ` 40.5 % av�6 11111 M W D� W I �, W /� W 6 / N �, �� / Oar IMPERVIOUS AREA: 1,470 SF c D_ r` m 1r � Ai� tli�w\ o -� Ma j 0 — - - 4 r - -1 r 7 —\I 7. NEI—I — — — CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planiii) PROJECT NO.: 395-037 2S1 W6 Date: /013/ ��ing TYPE: CONSTRUCTION OSCALE REVIEWED BY: PRE �, LOT 39 (R-12, SMALL) Initials: L-2 '° ° RIVER TERRACE NORTHWEST 0 13193 SW AUBERGINE TERRACE ,INCH=2°FEET Z ROSEBURG FRAMING SYSTEM" quality engineered wood products for today builder- .�I,I� FILLER R�BLew0„ PACIFIC WMBER COPYRIGHT _ BLOCK The plans which retains se are c to, i whole r par the pout use a these tans b an other w� e Fl _ H FEB0 3 ZQ16 RlirLan LTL Rt �raRlr PM wsrww.rron swve7,7 �� Company H prohibited. - er rwu.,a nwrc9 P 9 oPH 9h by Pacific Lumber Go an 2011._ --� BEARws wwewwsAocss �yingt supthe r other�nPaas fichLumberr the any isfst[Act. iace th riled use orroludebee`.. 11 toPOsrwaOr< - o nDxrae+xaroResreeoaUcss -. aD.,1 r srreomucrsOM orFosnm f r Co /IIIA ti!'6NP � T Infringes '�"yp JOIST�T T� race BY 6 penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. I i ( +'�1 4 i ��'RF�' r�L./1ai I. �II� / rW2 BLOCK /y L,t i ( i,.jNGF ;'�i,-%s '�#!ta. 1© 96W D RNddT MlbitOiS CCL 1-JOIST CONSTRUCTION - O POST LOAD TRANSFER DET/ Pars GONTRAGTOR NOTE5e DGS/6N NOTEZ -- --- E3U C - NTa 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/460 4)USE CAUTION WHEN CUTTING rLOOR LOAD/Nb. FOR PLUMBING I I I 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE ADD sf DEADO SHEAR W ALLS 3LEEPIN$AREA& 30psf LIVE LOAD 1 2p5f DEAD LOAD ROO,LOADING, 25psf LIVE LOAD 11 psf DEAD LOAD r, Ri R1 f F R7 J9 J3 R1 _ I-� J2 1 R1 J3 J3 it J2._ --J3 _._{� ..._ R1 J3. J3 Ihl R1R1 1i.... 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(2)JB 1,a ; ty(2)JB 111 [ 1 J 2 tJ@2 J7 51- ..._ —._ .._. tit Rti J- ..::: ]:_: J.q. :::::: :::::::: J_ 1 ID CONFORMS TO DESIGN CONCEPT II CONFORMS TO DESIGN CONCEPT WITH ❑REVISIONS NOTED START ... ..... '� _. __... __ ..... ._ R7 .__ - NONCONFORMING REVISE&RESUBMIT x-31 START IS 1r .AWI is KEN EW`E (* SWEE 'X tW5E 111 / m iFRAMING f :.111 FRAMING aF TruA r HERE N R7% [ tP34r, b ITA d PY-1r>sF.,..5.AL,. Y=1� n{.. # J1.:.II ® ... J 2 I ` I J II J, _. 1 HERE Byter ..rzDINC vidRB500 me David R Burnett Date 10/6/14 °� f f1 I 11 1 '-O MILBRANDT ARCHITECTS h //Jars n WALL+E BLOCKING WALL w L 6 BLOCKING IMPO ALL LINE WALL LINE .....N__ INSTALLATION ONLY FOR(A)PLAN. ONLY FOR(A)PLAN REFERENCE INSTALLATION OR(A)PLAN =0R(A)PLAN GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION 1 PacifiaJumber & TRUSS COMPANY LEGEND: ;WHERE PLATE NAILING AT SHEARWALL H -HANGER CALLOUT ;ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DEG: 4AB 11/2012 ISLO CKING OR WIDER RIM MATERIAL AS -SUPPORTING POST IREO'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4A5 11/2012 R -RIMBOARD ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 Le -LVL BLOCKING ® CONFORMS TO DESIGN ONCEPT INIIH DESIGN FIRM: MILBRANDT PL 1 2-2 1 1 REVISIONS AS SHOWN -014ELOGA7110445- JB -JOIST BLOCKING 0 NON-CONFORMING-R&ISE AND RESUBMIT AnppeS/&NER: J -JOIST CALLOUT ',it PPP 04 9130 As PM PenESEE ro tibEti 2.0303,3:E El- E 910 03041+ MD MP Kr vitro-w DANCE A CONTRACTOR y KAMI BELINOOD B -BEAM(FLUSH w/JOIST) 27.6010T0.,'tLi EPCk.6 I' .CP .Af'NWn?R 'X. 59309W JEAN ROAD ,���I 0 Ca tt Ks M nE F I i F 5E X D P. I?`.' LAKE OSW EGO,OREGON 91035 .-. NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT >:, z P,32 C+AMW 00T i::3Al E Ih AL.C i,IINK, (503)1358-9663 1500-SEAM BY OTHERS SCALE:1/4'- 1'-O' ENGINEERING >* P.Est. .+t:Sea-NW 1,2011 DATE 10/26/12 CT ENINC SHEET: 1 of 1 El CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ElNON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 4A DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 PRIORITY OVER THIS SHOP DRAWING. :",,, : : il BMa — PL14-331 UPPER By David R Burnett Date 10/24/14 „, '„. r::: :', / :A 9/25/2014 MILBRANDT ARCHITECTS i=' Products a PIotID Length Product Plies Net Qty z N RM1 51-00-00 1"x 14"APA Rim Board 1 1 g a o m rk cit N tokt N .c F cv cJ g Cti u> errs CO CD RM1 30-00-00 1"x 14"APA Rim Board 1 1 co o T',,., - Lei � F- -- — i— F- 1- 1 b- }- = z t- -I Cl, Ls- u. 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