Loading...
Plans (382) MS�C � - fi'CI:, t LkO3Q � l ' LEGEND: /'�"""��. - SANITARY SEWER Pacific '�' I, :-11 I, I 1IE ' I I►: , SD STORM DRAIN Community Wiii -,,.' - I___:2 � ' —w WATER LINE esign $ 12564 SW Main Street 1 — -- — — — — -- , C,) MANHOLE Tigard,OR 97223 CATCH BASIN 01 503-941-9484 3.00' ALLEY M TRACT M DATE: 6/8/2017 -- ---_._PUE, TYP. 334.6 �� REVISIONS 5'00' 334 4 /- NO. DATE DESCRIPTION y STREET LIGHT -" - - - � - .. r i' F �. I- -1_r - r- - STRAW WATTLE PERIMETER r _.. '� _ _ r' � I I I EROSION CONTROL � s I GARAGE �� FLOW DIRECTION ARROW lam' I t 5.00 - ter-- 5.00' 1 I 1 1111 �1 1 I 1 : .4 © STREET SECTION, SEE Ii. —335 _i 1 CONSTRUCTION DOCUMENTS 337 pPP II 1_._-- I 192—_ I I 339 40I — 1 1 ; i 1 2,560 sF i - I 1341 SETBACK SUMMARY tt o 0--- _ 1. i .. i 1 m343 — FRONT SETBACK: 12' I ;I -- 193 \ \ i la.h 1 BUILDING: 191 1 1 190 SIDE SETBACK: 3' I \ 1i I 60BR I i I I 11 STREET SIDE SETBACK: 8' 0 i \ 1 UFF=345.1 1 1 1I FRONT PORCH SETBACK: 8' '- I 1 I i 1 ' REAR SETBACK: 3' _o I - 1- ' GFF=334.9 _ , 1 I a �"r"" I � — I .... ty -I Ij I I1 ccs 1 { o` MI-- a': I I I 1 I I I1 I LI. I �� I� I_ _ o ► PUE,OTYP.=HL ��; o PORCH �� �r� J I I I� __ -- LOT COVERAGE: ___`"`�-� — — I ��, . r —17.00` 1 — _ RIVER 1 — .a: '. ---.. - - - `' --13.00' -._.......- - _w � _- _ LOT AREA: 2,560 SF CN `i`� ► . — TERRACE w G v 4 BUILDING FOOTPRINT: 1,270 SF _ 338.1 - ° 't :339.4 EAST 3 1• '_ pleipmEra--Ir-- ti - �, COVERED PORCH: 121 SF (o.6 --- . STORM LATERAL �.:.... a ", SANITARY LATERAL Fr o \ li ,f WATER METER / COVERED REAR PATIO: 0 SF 1l c \,_ i/ I ss -- -- /OSS - - SS - SS - 5 J CANTILEVER LIVING SPACE: 0 SF o (1) YELLOWWOOD/ LOT 192 CLADRASTIS KENTUCKIA / / DECK AREA: 0 SF PLOT PLAN ow co CN ► TOTAL COVERAGE: 1,391 SF W ... —< Pr It -- : SW FRIENDLY LANE co A. PO a. 4,/ \ --�� 54.3 % D t Q —_ IMPERVIOUS AREA: 1,143 SF r O- E N o U O o POLYGON NORTHWEST (503) 221 -1920 CITY Ot" .l1tawltiti a 2S1 W6 Approved by planning TND.: CONSTRUCTION Q TYPE: CONSTRUCTION O SCALE REVIEWED BY: PRE LOT 192 (R-25, SMALL) Date: q 1'/ ,0 20 N RIVER TERRACE EAST Initials: _ SIA) 16973 SW FRIENDLY LANE 1INCH=20 FEET 0 SHADED AREA =HVAC i.. i B B F01 r 14"OPEN WEB JOIST @ 16" O.C. F01 I F01 ®1 F01 Ia 4o POLYGON L F01 I N 60 B F01 [ PL15-32 MAINOW PI F01 IN 3/18/2015 p F01 'PI F01_F01 Products • PIotID Length Product Plies Net Qty �t F05 BM2 22-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 Cr F07 04. CSO Flo F02 cc BM3 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m 1q - - -- II BM1 8-00-00 3-1/2 X 14 BIG BEAM 1 1 y_ � RM1 RM1 16-00-00 1"x 14"APA Rim Board 1 4 i aI F03 i a I F03 El CONFORMS ro DESIGN CONCEPT Se_ rc e F03 J 0,C,C=E�xoropswN CONCEPT wTN ALL BEAMS AND CONNECTORS PER ENGINEER I r 1I © F0314m 0 p NON CONFORMING-REVISE g RESUBMIT 1 0-00�n 3 "_ ,. _ ACCESSORIES TY JBM3 Me,. 3/3/17Q MILIRANIIT ARCHITECTS AO TFI414 11 SHOP uuA++tNc<FRwtT.0 BB-Iew 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' 'ApUrM,. Kn +n hpl nmf grecd�w:� ,nh, Appmaus .,nku r:p`rf�xw,n4r,,' th �N:em,r.�Nl, onewnwE.NraeigwN eew E.Mo-ua.w��:.wo� CNN„>. sppr�..a:ss eo�d _v'omeiahnp BKl=BLOCKING FLOOR LOADING; -.aa b��"e�wen+n> `wuapprvred-n,N..,nn 40 LL red phx h6nmmn e.rrLmv RM1=RIM BOARD 15 DL 4'I<TA<TRUG I ORAL EN,INFFRING,LLC xw.v.vutauiumrd.�wi s,-.u.•NNmFixer OK,March 2I17 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI DO NOT: I Loosen,remove,cut or notch I any part of the open web joist. PaciI umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 3 SHADED AREA 14"OPEN WEB JOIST @ 16"O.C. =HVAC (EXCEPT WHERE NOTED) :M1 F01 F01 POLYGON . F01 60 B F01 I' PL15-32 UPPER ..:..F01 L. 2/5/2016 F01 Products ... • PIotiD Length Product Plies Net Qty F01 I. BM4 4-00-00 3 1/2"x 9"Glulam(1 BE 24F-V4 DF/DF) 1 1 `' ' BM1 9-00-00 3 1/2"x 10 1/2"Glutam(1.8E 24F-V4 DF/DF) 1 1 F01 I BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '. I i ' F01 F07 BM5 7-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 16-00-00 1"x 14"APA Rim Board 1 7 RM18 16-00-00 1"x 14"APA Rim Board 1 4 1-03-08 IN • - W RM1 1-07-03III F02 II 0 `I I II ALL BEAMS AND CONNECTORS PER ENGINEER 1-07-03 , �I F02 I m m ®roroorox,00.:uxCONCEPT 1-07-03\ 1� ■ ° F02 EmECIS " 0 aRESUBMITACCESSORIES QTY 1-07-03 •� t RM1 TFI414 9 '. I I F07 ' MILERANDT ARCHITECTS 1X14 OSB RIM FOR SHEAR BLOCKING 16' F01 F01 ._.: SHOP DRA TRU l'14fIlTAl RF4 tW © TFL1714 2 M.MAIL I ! _<�. F01 tr n s M Id ..w u m o- < o-bu w w<,r- eum� e s d<mo- .� A BKl=BLOCKING FLOOR LOADING NM JIIIIL AL FD1 i �'n� RM1=RIM BOARD 40 LL dd ..w<. Finn '.e aPC^^'<d realm and ffilaii`f..AIL F01 w MP^c<m S „,Ma15 DL = ri a51Rt-.-GO-RAI r:n�Ivrt.wxc,.Lu: REFER TO STRUCTURAL PLAN FOR ADDITIONAL .�.� F01 E]� v t cm F01 F� e D �H<I« Du xa«h z,mv POST TRANSFER BLOCKING E ow��, AND SHEAR BLOCKING REQUIREMENTS. M—M., F01 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN NEW F01 � I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I �'��' F01 FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA 17 � � F01 1 �_ i .:,�Mit . F01 co lia S} F01 ‘N ii'F01 _ w �,AK. F01 ..4- HI `I! I ii.`� mw :4 11111LAILIIIIIL F°1 0 'M.-�L�. F01 II NIL AIL �1 ml 8 DO NOT: 1-00-0o RM1 -� P01 F03 e 4 Loosen,remove,cut or notch RM1 any part of the open web joist. scat umber JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36" SHEET & TR U S S COMPA"Y SHEET 3 OF 3 o v m vm o ? om 0 P O. W CO y r: CD 0 "t1 =.1.. VI O 2Io OrPi mO 0W ta O Z -a O C Z a _ 0 =o m n Z c o n- -<< 62-0"3 m S-0" 4,-0. 53'-0' 4'-0' LII 013 Q c .1 - u, )) - -m rn m ( I:. m 1 I � � � I 'E1 . e w N, , — m OD N� �� , ii/E / 1 i r ; CD 'c ... �, iii. O. m Homo w r ^ II \ -cp- , ,LI: 1cncnm0--rnm # ■`j "1 i 1 i I c>_ m " ommmAzo.-wcoo A ovmo mz cn� < .. ' nmA,Dm � 1 \ 'a O, 3 z<„z o-wzmi- o�v m. oc-Iwmm r cDOCzm On OxCzm� I�i L�(. �� Q �� row 73 ox O O OZ�:L7 -0 `moo ..< z -i o rn� to O co � go Z Z; ..4:, / /i o PG MCI t , .., ' t ' c D1 El 7Q a si 4'-0' I 54'-0' 14.-0. 2 v) 62'-0' N Ntf) s .P SHOP DRAWING SUBMITTAL REVIEW QX CONFORMS TO DESIGN CONCEPT c This review is for general conformance with plans and specifications only. El CONFORMS TO DESIGN CONCEPT WITH Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED contract documents. Review of dimensions will not serve to relieve the contractor fl NON-CONFORMING-REVISE&RESUBMIT co of contractual responsibility for any deviation from the contract requirements. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE n WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 9 a X Approved as noted Note markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN � _ DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ,Q Cr y PRIORITY OVER THIS SHOP DRAWING. _Field measurements or templates -_Not approved-revise and By Alexia Date 3/3/17 '11.Z required prior to fabrication resubmit MILBRANDT ARCHITECTS "{ VISTA STRUCTURAL ENGINEERING,LLC www.vistastructuraL coin By:Dennis Heier Date: March 2,2017