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Plans (399) '(`(\sv c - s,,`, c cNK cel fi LEGEND s SANITARY SEWER Pacific f I l i t I I f I ;'I 51 STORM DRAIN Desmon nity j , 9 �— — % ! --I: cc 4 —W WATER LINE Main re I N 12564 SWM - Street _i. _ 30 _ _ Il ® MANHOLE Tigard,OR 97223 [f]503-941-9484 \ ' 295.6 jr / / ` I / / I CATCH BASIN �' 299.1 DATE: 7/20/2017 �l ---- - - 50 0 REVISIONS isIsssia�S{ / I i ' — '— STREET LIGHT NO. DATE DESCRIPTION l,,l /( Ef / 12.17' If' ;' f i` { ' PERIMETER r ,_ i 25.00' - - /f / ! I EROSION CONTROL '; '`" t f I p I �* FLOW DIRECTION ARROW / 1- f` I I I I " f STREET SECTION, SEE 0 CONSTRUCTION DOCUMENTS I, I I 1 I I' 92 f f t 'I f t 4,500 SF if f , 1 i` f ;' I I 1 BUILDING: I ,' 5.21' I 5BR-DL A 4.79' , , I SETBACK SUMMARY \ k E I t o I FF=317.01 1` I f FRONT SETBACK: 12' hi \ ; 1 93 i a ; BFF=308.01 f ; 6 I 91 d SIDE SETBACK: 3'{ �j € �� �; I� STREET SIDE SETBACK: 8' , In _ I I 1 a \ 1 ._.._....— f ( f �_ ___--=' 3s FRONT GARAGE SETBACK: 20' \ -I - I - - _ --� ___i_i'- - --'- 38 " --_ .-..I--....- FRONT PORCH SETBACK: 8' h. �- _____----c--_ _---- , _ ---- GAM-GE---J____ _____317 REAR SETBACK: 15' ---- —ti::::— -- ;, --- -� - _____ '" 3' ____-3--- REAR COVERED PATIO SETBACK: 10 CV o - 316 1 _ I — X4 t 1�— m_ �r� 'T— _-_�'�__.__ _ -- - J-- _--- .--- ---`T- -313 6.00' t -``s i � 1 � it �� 318 csi Q. i PUE TYP. PORCH ;i i I to 0 01\ 1 I LOT COVERAGE: t _ _.._._�..... :. — I RIVER I' .*.p._ 3 -� 18.00' _:__. 20.00' SF —� �� - \ LOT AREA: 4,500 of — '� - - ",, — 12.60' - — — — ` - - - - ;- - - =�y_ — TERRACE — 1 BUILDING FOOTPRINT: cl ;7 ' )11r:/ / r/50.0' r 1,800 SF EAST co; i--- I f 5 o IF A� ; 311.8'► -'i � COVERED PORCH: 166 SF J e` APi o �.:_ ! trt I...' ,/ /� COVERED REAR PATIO: 0 SF cr. —to ;4`; )�,' z ,M / , '� 'Yp, ,i' f 1 ` r r_ WATER METER ' _,_....-' CANTILEVER LIVING SPACE: 268 SF 92 o /` ' (1)YELLOWWOOD / { STORM LATERALDECK AREA: 0 SF co ., CLADRASTIS KENTUCKIA \ PLOT PLAN u ' as nC : I ' Q v '' I ®___a SANITARY LATERAL ' SW SNOWDALE//// ILANE 0/' i\l-----� TOTAL COVERAGE: 2,234 SF c 4_ 49.6 % immimmiimaissammnielimmiiimiai r aNir � ��� IMPERVIOUS AREA: 2,760 SF U v 0 CITY OF TI(iAriD 2 POLYGON NORTHWEST (503) 221 -1920 Approved by Rlannine) ° C Date: 395-041 2S1 W6 \ I }�J 8 TYPE: NO.: CONSTRUCTION 111 ✓ A-7 TYPE: CONSTRUCTION -71 Initials: / �L SCALE REVIEWED BY: PRE LOT 92 (R-7, STANDARD) 10 20 co0 RIVER TERRACE EAST Q 16794 SW SNOWDALE STREET 1INCH=20 FEET VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 14"OPEN WEB JOIST @ 19.2"O.C. Products n START FRAMING HERE PIotID Length Product Plies Net Qty y RM1 47-00-00 1"x 14"APA Rim Board 1 1 IRM1I RM1 45-00-00 1"x 14"APA Rim Board 1 1 ®_'10__Er"- --0-_--er-_'r-� -$--r-_-a- --"F--5,,---3-= 1 =-�`r--3- -",-- Q.- tr- -_ 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 _ RM1 12-00-00 1"x 14"APA Rim Board 1 1 u RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 ro BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 T LT Li u_ LL LL o c IL u LL u LL u o BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 �} BM3 21-00-00 5 112"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 �` W BM4 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 OfBM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =am. BM10 IRM1, BM,° BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 B O A -- BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1111.111111111111 , KM1LI 6VI11 BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ;ilia ■Ia gig r�^- .43., a..--meg BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ,1-. v 'M f Yr BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 L E ElLL E u_ m Adih. -0 ;-00-00 BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 m CO CO BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 CO 0 0 0 U— Q IL 0 0 0 0 BM11 4-00-00 BB02 1 1 I 1 o 0 1 BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL -t 41* c,e 1K1I ti 131`1181 L 1`;ii _ _ _ E-= = „,.---,or--zr Ts � — —% 3K1 _ _ no 8-03-0e _W= S =-1E-= ® = __ = =- M4D3-= cc / /I I II ACCESSORIES QTY I I ® THO17140-2 21 I I © TFL1714 3 I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' I II © HUCQ412 1 N cV N N IN O O 0 O h O O O O O O o o CEJ o vd co ,T LL LL LL LL LL LL 4- <- L- I1 LT El EL (l LL I O O O O O EL EL LL LL I L u u_ L I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN MS g .ADDITIONALPOST TRANSFER BLOCKINGAND S m it6-03-0 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. __ _ -"c"-- _ �I3K1 _ BM3___ - _ (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( ___[BM5 All TRM1I _ _ � -_ _& �ne.sa—_.tz..—tea- c !L a - - .s -da- -1J J�RM11 1RM1[ JOIST WITH RIM (24x36 SHEET) SCALE: 1/4”=1'-0" SHEET 3 OF 3 PacffiLumber & TRUSS COMPANY ® CONFORMS TO DESIGN CONCEPT X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN OF RESPONSIBILITY FOR IMNCE WITH THE DRAWINGS, FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWISPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THISSHOP DRAWING. OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 By: Arnold R.Solomon Date:Oct.25,2017 MILBRANDT ARCHITECTS CT ENGINEERING INC