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Plans (397) LEGEND: /' ss-- SANITARY SEWER Pacific , , Community — ', I— _ _ I� i �r�. I sc— STORM DRAIN sj Ji.,_,-..,, ,,,_3181_42,H, \ �i < ,�„ � T —w E g 7, f WATER LIN I I lh f 12564 SW Main Street 318.4 \ a ® MANHOLE Tigard,OR 97223 (1) KATSURA TREE / [T]503-941-9484 1 i Il j1 CERCIDIPHYLLUM < CATCH BASIN J ;: 60.0, N A ---— — --- JAPONICA DATE: 7/7/2017 __, r_ I REVISIONS -3`"”" .y ~�y"� ® - \ I IE� i NO. DATE DESCRIPTION 1 - \ �. I `-.., Iv, _ STREET LIGHT f1 o j ;{ 26.7T —' t Ikl NI t Ir` I STRAW WATTLE PERIMETER I ' ;' ii 84.116'y IR g,I II `` ' EROSION CONTROL % _I(,..„ ------_34. 34.72' � I1\, I i,r, i ,' 1: ,�`� = '1 �� FLOW DIRECTION ARROW L .. 1I \ IA i' 4Y 8.00' ` I 1 STREET SECTION, SEE r' 11 1 4 PUE, T . l 0 I / I 1 YP" CONSTRUCTION DOCUMENTS Eta t r I �t 1 74 f ' ' ,0 , g ,v'.IIi1 ca 4 %� 5,696 SF 1 r �� l I ,i i SETBACK SUMMARY I / j/, i I ' 0: I " 1 ` I , 111. FRONT SETBACK: 12' 1 75 / o I BUILDING: 3B r%` I 1' (2) GREENSPIRE \,till SIDE SETBACK: 3'o FF=314.06 8 `^' ��I LINDEN / TILIA STREET SIDE SETBACK: 8' 43 E �`I ;' / / /� � i II\ �t l ��--,4 CORDATA FRONT GARAGE SETBACK: 20' a • 11 \ ! 7- \ 'GREENSPIRE' FRONT PORCH SETBACK: 8' c t t y 11 \ I I ) REAR SETBACK: 15' N ! 'i l 1 ' '0 ,i I 4.50' ' GARAGE I1 'I ` I�' 1 ' J74 REAR COVERED PATIO SETBACK: 10' . 1/ [ �� [ v --* — %" ;L "'" E 14.80' 1 LOT COVERAGE: 1. I 6.00' %` ' %—PORCH ' 1 o< / ' �3�3� w RIVER �_ 't PUE, TYP. `� 22.28' y L '�I �'108 � _ j VISION LOT AREA: 5,696 SF NI f, /� !' � �,.t a 1 . CLEARANCE 0 TERRACE °' I / —=.15.18', 1' 4 / TRIANGLE w E — , — -f — T SI BUILDING FOOTPRINT: 1,569 SF �� .� I �, EAST M `L 1� Z, L r n s v — 309.6 I` i CL,o Fr j el 7 312.3 = {L42.3' f., / W COVERED PORCH: 161 SF 0 t Areitro - �1 .. I— ° - _ G + o rY COVERED REAR PATIO: 0 SF ,01 M - -- ' �C O.-- r — — STORM LATERAL I ce CANTILEVER LIVING SPACE: 20 SF f cc `f SS ' r 74 y i ' WATER METER \ iv SANITARY LATERAL � � N DECK AREA: 0 SF PLOT PLAN i i `11 9D r\ '• SD \ ! ; SD�� — SD '4-,. N iI SW SNOWDALE STREET a / / \B/ CLADRAO S KOOTUCKIA TOTAL COVERAGE: 1,750 SF -c1 N /' J –� �if f/` 30.7 % r :„ ,% ;;� t:, —%--. - — 0/ - VV W "' 0- IMPERVIOUS AREA: 2,501 SF ,�, I1 f r U .1- o D 3 POLYGON NORTHWEST (503) 221 -1920 �'I�AR a P Approved by Planning PROJECT NO.: 395-041 2 S 1 W 6 Date: I/ r i / I v TYPE: CONSTRUCTION / S y.��7 REVIEWED BY: PRE SCALE LOT 74 (R-7, MEDIUM) initials; ,/�� p 0 10 20 Lo 1 . co RIVER TERRACE EAST 1 INCH=20 FEET 16759 SW SNOWDALE STREET ri CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING- REVISE AND RESUBMIT N = s• THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE d Z WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY - Z YS'O I OVER THIS SHOP DRAWING. 0 /-/�► by: Arnola A. Solomon Date; Dec.12, 2017 vE t., YV �V7 CT ENGINEERING INC = Mj I - YV .VI I� e r Y�iOL ..Yo-,e I YO'18 YV'IL MOONIM ZI3A0 MOONIM 2I3A0 .:.... 319V9 21311433 319Y9 2131 _ N33 • . ^ - ?9X , lamcn N ; N N N F- \ CO CO CO N c e d Ainco O r s �M J N s \\ i i c)r 3 !• N 3 1 ('7 f V r ' 3 3 3 3 3 3 3 3 3 1 r .�. p��o z a If glial ccwQjT-owF7Do .n 'C �p O ' ! N 1 I ,.. 0.zou__ioz2,wz us 000o 01 p��U�Zz�wwa0 ca p000 F- w ct w ZwUwcn¢W-iz'.‹ O QQ WU'2�mUWQE I i I ^ : \95 r1 aUwC9u_ZZUWW" af ! 3 9 3 m� - et i ma p �w°wow Ci) r p ac r: eoN CNI e N NI r01 II.0 c Pi 00 U ao 0 / d V,,4' )t/ //V J' / a 3 V )' / 6 3 Y //UJ U) wo - N CD CD N 1 1 N p (Ni O O O0 w • m! �w w w u W 7 L N H W N 13• R CO ('ti:c r lafl ' I Or o 0 p oo. 1: CONFORMS TO DESIGN CONCEPT 2 y ❑ CONFORMS TO DESIGN CONCEPT WITH m O REVISIONS NOTEDM fl. NON-CONFORMING-REVISE&RESUBMIT (� }� "i Z .. Z I— i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE YV 1 V I I ~ 0 O re . WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Y�1 Y IL O . Q Q W C FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN J U C) DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 110-109 Q � 0 C oTr � PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 12/12/17 CC J U I \ CCI` 13 MILBRANDT ARCHITECTS . w0 � et m , 0 a ° W M =-1J m a a 0 POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE 1, 5-00-12 A, q RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM11 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 1110.4 RM1 9-00-00 1"x 14"APA Rim Board 1 1 �y RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 11-05-'3 1'941-0 , BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 1 � s 10 _A__-a.--tit K1 Ms I——A- �__ •An 9 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 , -0a TI IBMBI IRM1I BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 e BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 o u BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 II3K1 - _,;*--,,_=..--,=== =1,... ..-<---.-1,,,=-,,,.. . DD BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 li I BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 ct AIMPII � BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 I I 9 > c I [ �3 II _ FLOOR LOADING ill'?„. I, 1111111 0�-01-D1 . BK1=BIOCKINI 40 LL 1 - -J�- RMl=RIM BOARD 15 DL — a X w� H IIS-- M--t-I T,— . .. Ik M3 II II QA A ACCESSORIES QTY II '3-0E-14 110 u 0 TH017140-2 53 ' © HUC412 5 I - _i m 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' nA 0D II- I I = Ate'-O3-0/ CN `5-03-0 ler. =-- 0 m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN It j Q K1 a • II A IBM7I REFER TO STRUCTURAL PLAN FOR ADDITIONAL IBM21 JBM1l 11 i 3I II �f.14,. I 1 '0 J POST TRANSFER BLOCKING 1 -t-8T.--y.L�_�-'i_-11 ' AND SHEAR BLOCKING REQUIREMENTS. RM1I I8M5I eI HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ ROW,PROVIDE ADD'L BLOCKING OR ii - WIDER RIM MATERIAL AS REQ'D. (24x36 SHEET) SCALE: 1/4" = 1'-0" ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 21 CONF..50 DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT 0 StGN CONCEPT IT THIS aCT EWING IKS SEEN RESIEEK0'CO NEM t TNI RWV.CE ❑NON CONFORMING-REVISE&RESUBMIT DES'NAE CES(GN AND:SPE GN1.TIC CO 5x0 SEL tX ac umber r,BB,,F,OPII ',DF iE Pp',, Ltfl qB; ,E,44 Tp RNE DESIGN SPM.AND BGE[F NTRILT ALL L. EHIF HOE PRIORITY O IEP HIS SMP pAgrt!NG CONTRALTO SihL EAI'H.J.DIhF�lS[0.49. BY Alma Fuk._ _ ,R5114 Bo: Todd x.Eaton Ent 0Eokeaber 12.2014 & TRUSS COMPANY' MIIBRANDT ARCRITECTS CT ENGINEERING INC 1