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Plans (34) /LI f$1-%212.1"11.7C)=.9._ , Td 333 IN 3Nn 3 u NNP�ONNAA A PAA2d�8AN ASA v 7 2= LEGEND: PLANT STREET TREES: - ss SANITARY SEWER Pacific SW ROY ROGERS ROAD 2" CAL. KATSURA TREE/ s a STORM DRAIN Community CERCIDIPHYLLUM W WATER LINE Desitin JAPONICA, TYP. ER TYP. 12564 SW MainStreet FUTURE CURB AND GUTTER, } Tigard,OR 97223 '•;r �I [>]503-941-9484 u CATCH BASIN 10.00' ; ~ y.� I i .,.h.k. DATE: 12/12/2016 '-F- __2 LANDSCAPE TRACT _' ___. ,, I tti � _ _ ,1 STREET LIGHT REVISIONS _ � 7.50' rl — �` 7. _� f t n�� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION : .. v PUE �`— -.-..„4 ill. i� — / ,'.�` _ ,, '- EROSION CONTROL /' �.i/ i =-- _ ,,, —; r�. © STREET SECTION, SEE �r 9.48'-.�._,._ .,. —�-- — — CONSTRUCTIONDOCUMENTS 'Ca i 274,1 V ED 273.7 r ��=mow- - -- - 15.3'- - - -> --------=--- —— g — _— rr _ DEC — 274 � — ,�>> ......� t ,� �. �aaaan Nil 2a1 - _ - SETBACCITY OF TIGARD K SUMMARY __ I"—J__ 271344 1— - - 7 — 11_ _ [ _ —� — .._ 1 FRONT SETBACK: 12' Till x :I - n,si r b r ---- --- i -1-14 �1 ,, REAR SETBACK: 10' lir I i I I ' '� 1 �� I COVERED PATIO: 5' lI �I I I ,� ti 11 a " SIDE SETBACK.* O, a� Q.QQ y S 196 ( GARAGE SETBACK: 20' E —4.97 I _ ' 1,096 SF 1 PORCH SETBACK: 8' Q .. t II 1 N jf I I BUILDING: ( 1 * FIRE CODE SIDE SETBACK: 3' 93 194 TRACI i 6PLEX-K7A �� II o �� 1; JII 19528197 199 200 1TRACTJ II _ I l ' II 7,-1 I I GFF-269.1 /� , 1 �� I a ;1'i I _i i11 I ; ( • FRONT 1 I GARAGE 1 LOT COVERAGE: ---1_,...-7.-_ .. r –– I N ,____ _-�l Jam' _ I 1 ---i _--��'— -�� _ ---: ___ -----r _ ' f-- 11 o — IL-- ' t I fid, I - 1 I III 1 LOT AREA: 1,096 SF I I _ I _ _I _ _ RIVER UJ — - L 20.71' 1 j SIDEWALK L / ILL' — — — — — — — - BUILDING FOOTPRINT: 565 SF TERRACE _ __ NORTHWEST —N5 \ Ma _ — S ���rAnwI.�.r���������i��.�.ro������� ���� j COVERED PORCH: 35 SF r , — 268.6 CANTILEVER LIVING SPACE: 9 SF Ot _268IS o6.00 �, —= ^ .- _ '-_ Ili' el UE ' co O 0. ,, ,, �, ,, � �V_ COVERED PATIO. 0 SF _ _ yr % W- _ _—_ WATER METER �' v, N. DECK AREA 72 SF ca csI _a LOT 196 a ---- ` as -_ as — CIS— _ as TOTAL COVERAGE: 681 SF � J 4��. - T PLOT PLAN v SANITARY LATERAL I 32.00' a, _-�__-s5 62.1 % 9 % / Lti t, s �___ — . _ SS - --�.. is — - 1,_ _„-,s „bb IMPERVIOUS AREA: 884 SF a ��� MT T_ SW BEACH PLUM TERRACE --_----- --:_.....04":” Tot....- •-URI•- ( • - RD __' _,. _,� \ CITY O F TIGARD °' Approved by Plan/ling RIVER TERRACE NORTHWEST (503) 221 -1920 o C Date: PROJECT NO.: 395-037 0• 2S1 W6 / \ TYPE: CONSTRUCTION Initials: ___ SCALE REVIEWED BY: PRE CO LOT 196 (R-12, ROW HOME) 10 20 co RIVER TERRACE NORTHWEST 1 INCH=20 FEET z 13422 SW BEACH PLUM TERRACE P .'..aa.asa....,. •.•-y a r.ares:. .:.` , 2..... n a .. .v c:wcns.we v w m-- LEGEND: PLANT STREET TREES: r` ss SANITARY SEWER Pacific SW ROY ROGERS ROAD Community 2" CAL. KATSURA TREE/ SD STORM DRAIN '<T CERCIDIPHYLLUM Design v WATER LINE JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. r 12564 SW MainStreet C? MANHOLE Tigard,OR 97223 - - _ 03-941-9484 10 00' ..0, X; t.;� r, �._ . ii - �. t �� '''',A DATE.CATCH BASIN DATE_ 12/12/2016 LANDSCAPE TRACT �- / lRRR / STREET LIGHT 1 = REVISIONS - ,.,,-------7-'4,-----:-- .i y}\ v G STRAW WATTLE PERIMETER NO. DATE DESCRIPTION {� _ � 750 PUE — — - EROSION CONTROL l ` ti _ _ i 0 ; ` /� �,4, _ _ STREET SECTION, SEE �'—--�'�=°-` --.._---n � .9.48 ,�,:' , .�� ''�� ,;.�...____....__ CONSTRUCTION DOCUMENTS 274.1 R _ — — 273.7 — — _ e15.3'- - — � �-. � _I x _. 274 - I - naaaGanaaa — ..... -_- jf SETBACK SUMMARY � — 272 270 --- --— 1 — —bw FRONT SETBACK: 12' I r Z - ---- I - - _ __-_ti ____ -1_,,_ �I REAR SETBACK: 10' _ 10.,_____71 : ,,,,41,, COVERED PATIO: 5' I I I t, G 111I II I . 0.4D' - I� �' -�_0 QO' It �. _ SIDE SETBACK: 0'�1196 ! GARAGE SETBACK: 20' -- E til ~=4.9T �� 1,096 SF — 1 PORCH SETBACK: 8' Ei N I I1 BUILDING: [ 1 93 t I i i FIRE CODE SIDE SETBACK: 3' 194 TRACT I , 6PLEX-K7A 200 11 TRACT j o I I 195 I UFF=278.1 197 198 I 199 , 11 N I ii l GFF=269.1 /� I 1 -- I ; �.� in in a �� I ; FRONT �I O ,': I '.....,. GARAGE m- 'i il�... -1m / LOT COVERAGE: t� I I 0. Cs r-- __ O — L�__.. I P I �I_ d ' I l� ,I I LOT AREA: 1,096 SF - - I I I I 1 RIVER DJ — ___ ___ 20.71' 1 —SIDEWALK L N — — — _ — / - BUILDING FOOTPRINT: 565 SF - - - - - ■ - - - — — - - - - - - — TERRACE F111 ill a — �.�11��� .� is,���41.40��40�w�a 40i„w�.ea,��404.:4.4 -�41� J �' COVERED PORCH: 35 SF NORTHWEST o 268.6 �— CANTILEVER LIVING SPACE: 9 SF - 5_, A_ v 268.3_ s JjU E I co — _ COVERED PATIO 0 SF oup J-_-_-_--_,:_-____ _ IIIA _ co' N WATER METER N , i --— DECK AREA: 72 SF N _ 0 as-- — - - as TOTAL COVERAGE: 681 SF PLOT PLAN LOT 196 a QS— I #; ClS ` SANITARY LATERAL 32.00' 2 IP 62.1 % o io ti �� o SS .., t ,...„, ,�'O IMPERVIOUS AREA: 884 SF E . ; ,_- __ BEACH PLUM TERRACE / v _ , i, . iiTh,,,,^=4 --.--',-..,,,,,,,,,,,.,N �, o 1–ti– �_ _� _—_ \----- _ — II — — Approved by PI ning P_ RIVER TERRACE NORTHWEST (503) 221 -1920 \// Date: 2//C-1/?.- PROJECT NO.: 395-037 OTYPE: CONSTRUCTION REVIEWED BY: PRE LOT 196 (R-12, ROW HOME) Initials: S 0 SCALEID20 RIVER TERRACE NORTHWEST Q1 INCH=20 FEET 13422 SW BEACH PLUM TERRACE z • CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS CONC.STEPS GONG.STEPS CONC.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) MIM EMI Oil INIIMI 4)USE CAUTION WHEN GUTTING FOR PLUMBING _.—.- -'--' - —'—'-'--.—. — ._`__._._ . .`._.._ _._,`_._._. .. _ Ell. _ _ _ = S ER SUPPORT AT ALL MEIPROVIDE PROP 1aiitit=—ii�--�•,ll IIu�1�I:iaE,�1___._�I:uu�,�ll lilinhit lit�t�l:itan�i �tci ii�t�ll 111101 ihiiiiTl iii' 1I EMEsed! h��9ii 0._:1=_I acement and connelans.Verify ctors LOAD BEARING LOAD BEARINGLOAD SEARING LOAD BEARING LOAD BEARING LOAD BEARING 'urchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY MALL PONY WALL ayout prior to any construction. PE5f$N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA OF L/42,0 FLOOR LOAD/Nb. 9-1/2 RFP!-20 0 16'O.G. - 9-1/2 RFPI-20 0 16'0.C. 9-1/2 R.FPI-20 0 1 6'O.G. 9-1/2 RFPI-20 0 16'O.G. 9-1/2 RFPI-20 0 1 5"O.G. 40psf LIVE LOAD 9-1/2 RFPI-20®1 6'O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE \ / / R' \ v I Rt ' Rt I III I I I II I Rl!I, I!l! 1C i:r1' �� i SLPEPN6 AREAS 30psf LIVE LOAD 12psf DEAD LOAD �... . . rrn C I i I it • II ! ( : w. I1 p ! �1 I ! l j mrI'! �i �II ! !IROOFLOAD/N6: ! I ! I IIII t ' i! ti !i f 2175 s 9ffDLIEVAEDLOLOAADD I fI I ! ; i ;� 1 I I ( I 11 1 �i f,i .3 9 _3 � R,R1 `I % .B J3 _3 i .B 13 I 13 _3J �� i ) 1 I I i _, I I Ii II 1I I ! Rt 1� I I 1 ! . .�.., i— i II I ! i 1 I 11 ! I I I I a l + I I I ' I j S. i� R, ""a.a ::�'". �n 18.86,551 !I._- ! ! 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I IB,! ry I1.- •IT �� ! �I I .5 _e J3 �7 - "I' 'f i GDR ,1 I j fpRY b-.-•1 " I' -DR:.- P I i I R�.. .i. 1 z Je _s _ �I I �I I 1 i I I 1 �3__a — 'a E. 0 a_ I .E I-� I I it l - I I I I F I 1 i _ I� 1 1 ! 1 I 3 it 1 I 1 I I I i POSTS FROM ABOVE 3 '� i 1 I II-, 3 I i i I III i6000 EILOCA ALL I ( II �+ 1 ! ! I I I F t i l I 1 ,I� �iTO BEARING 1551.011 5 I I 1___ _ 4L I L 11 i i ` r ,T- —1.' j I I J !1 i I Bs ����� INSTALL 505/585LOCKSPER OETAL.1-51185SEAR/86 AREA OF BLOC. ! I ! ! I 1 P ! .3 4 .3 .V -3 .13 _P ,�3 I{ .9 { Lp3 .9r �I - ,� Ip �'�!! ' .� ' I I i ' ''I `� BeLory TO POST raoVe. IIF 6 �, ! �T ! g P a- B4 Bli 3l i�i 1 1 �hT� BIiS -3 _9 3 13ar 98�. li3-®h I3 .3 43 �: -3 401- IJI ,I 1 T fl II�� Ip i I I 11 I I illdYlp 11 I it e, aa;! I i R ! w I I Jx .x �_ I ! z Jx z z -SII I ! a 1 I i x az .z 1 I I �e ! R¢ �III� — t,3' I i e �, II LI rt );r i 1I+ j if if I f II Il i ! R3 ..B I'�r I_ �•� l L I �_ND 3 1 I I 1 I I i I •�P _ — . 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IMPORTANT/ ®CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION I •••••FOLLOWING MATERIAL LIST COVERS EITHER CONDITION••••• 1 0CONFORMS TODESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL 16-828(MAIN) ILers t.s-aaa REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION 80LY508 EN SN REVNAL b-PLEX E-1(N K-rfA) 0NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING Mk• Ntl.11tl Wdth h ir.M a!y G6 LN Tot Lib REVISE AND RESUBMIT Si 1.79LVL Rim 1 5/a t/O ,.5E 47 20 940 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP MAIM i HAS BEEN REVIEWED FOR GENERAL CONFDRIMI$E NOR BIGBRIA 1 BEA 5 t 9t 1, 5 16 125 a z.le RITE DESIGN CONCEPT 01.4Y AND DOES NOT RELIEVE TIE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRFOATORNEIViNM OF RESPONS®CITY FCP.CONFORMANCE WITH DESIGN LEGEND: �a cac.ae BEAM zaP-va 9 "z 10 t w_z400 ;� �n FAbA1A OA/VE D7A Of RESPONSIBILITY OA CDNFDA{WNCE WI H THE. pacifi*umberDRAWINGS.SPECFICATION$AND APPLCABLE CODES,ALL OF WHCH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Gnceao s.LxaP-v4 10 t PRCRHY WER THS GHCfl DPAWPJG. OVER THIS SHOP DRAWING. 0-- 55I9 R„5L.mLVL 9/4 5e bMAIN FLOOR JOIST LAYOUT By David R Burnett Date /zo/1s e] R85.81n LVL 1 1/x 1.5E 50 H HANGER R195-187 LVL ' °;, "' ' ° ', 'a MILBRANDT ARCHITECTSBy: Arnold R.Solomon & B4 B5 BEAN 9 1/z 21E '1a SCALE: 1/4"- 1'O' CT ENGINEERING INCINCD3te.�a]Y,B.2ms 5/ BISBEAN TRU S ® -SUPPORTING POST Bb BG BEAN 5 in Fie <e COMPANY BT BS BEAM 9 1/2 1/x 934 ® -POST LOAD ABOVE O 15L.1.1 BEAM ,/4 1/ 1.5E ,a' BLKS""�` 15 216 ROSEBURG FRAMING SYSTEM" R -RIMBOARD J21x REM-20 Sia i sz 10515 Set ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING .14 s.000 99/44 1/2 = 14 644 gtHIh1J/engineered wood products for todOVBbuilder- PLAN: eNBLISN REVrvAL a-rLex E-7(A)K-7(A) (LOTS 195-200) 9/4 PACIFIC LUMBER COPYRIGHT 2016 JB -JOIST BLOCKING .71 S5 RimN000 914 2 ', RIGIDLAM-LVL RIGIDRIM CUSTOMER: POLYGON These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. J -JOIST GALLOUT J9RWzo 9/a iii b ,z Tz The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber 5/4 PLAN DATED: 7/1 3/1 6 z Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other 4C+BFB/N9 FOREST PRODUCTS /tNEauRD roam mow= B -BEAM(FLUSH W/JOIST) Aec.rw1RD product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 81 1-80 17 950 a-rt 9.9 92 DESIGNER: KAM/L HENDERSON DATE: 7/14/16 HDR -HEADER(BEAM BELOW JOIST) /9 4 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include RFPI JOIST 15 Na 10 t z penalties of up to$20,000 per work Infringed,and$100.000 per work Infringed willfully. HBO-BEAM BY OTHERS F°O PL 1 b—3 2 3 (MAIN) SHEET: 1 of 2 ®CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ri CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP ORATING HAS BEEN REVIEWED FDA GENERAL CONFORVANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DEIIIN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABAICATOAIYENLOA OF RESPONSIBILITY FOR CONFOAASN.E WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DEBIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH SNAG PRIORITY 20"OPEN WEB JOIST @ 19.2 O.C. I I VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS I PRIORITY OVER THS SHOP DRAWING. By David R Burnett Date 7/20/16 OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By: Arnold N,Solomon Date:July 18,2016 CT ENGINEERING INC START FRAMING HERE , ,START FRAMING HERE , ART FRAMING HERE , ,START FRAMING HERE . START N A NS HERE 0 0 0 0 0 0 START GT,�D _c_ t _e 7- •M1 RM1� II Y_ T_'c- I•.. L �_ I l f -I- II �1i�I X110 N - :[BM _ r..••.,a _ _ I I - - - _ $ :III�,33 - I ; iuJll :Kill II o ! r � fin : _ ,�° `1i"._ r..�3ia its - ,-. !. yiV �1 4�9 9 1 g.-1-1.71.,71_ 0 M ,c,'-,-_' - �(((""���Fo w '$ "Iw 'i@12-'x-15 eLL ole. II_®� ��� ��II®_IE;i $ ����Iipl-illala9 il � � � � �y'y ��1'I .,ry o -t—L fru 1 u e a um 6 F1d miii=mimmilit -� „ �.����:GI'�. �. I� �k �i � e � �R� a 777 11 05 r03 -. ,Y I. 5 .. _ k F03 -T F11 F11 .. 03 IIII _ F7111 11 11 II II L !' 0 IIry7 7 4 F03 r—.. AAAA 11 it II 1) O 0�, lllpppJJJ JJJ ! F03 _. Fit �� F11 , - 1` _. -_... 1 h SRA A III ,Mil _..—III -_-- 0 ,-- =i11.111 --r �.. 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