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Plans (70) /3/4(2- Sw 4 4ri4 in Ti-/ //(1_,C 7-,P-o/ 7 -C2e:2/7/ LEGEND: ,[ .001'�"�� ss SANITARY SEWER Pacific SW ROY ROGERS ROAD PLANT STREET TREES: ---SD--- STORM DRAIN Community 2" CAL. KATSURA TREE/ w WATER LINE Design CERCIDIPHYLLUM 1 12554 SW Main street • MANHOLE Tigard,OR 97223 JAPONICA, TYP. 1 [T]503-941-9484 SIDEWALK CATCH BASIN E DATE: 10/06/2016 FUTURE CURB AND GUTTER, TYP. _ 0 STREET LIGHT REVISIONS \ is �� � 7.50 / i NO. DATE DESCRIPTION 10.00' - � � � '�� cpcDcx= STRAW WATTLE PERIMETER �� , — LANDSCAPE TRACT �, `' % -- PUE �� � � CONTROL __ EROSION �'. .] j _ STREET SECTION, SEE IIMMIP1l � _ - 0 L / %12.50' 8.27_ _ -i. _ CONSTRUCTION DOCUMENTS j; 305IlialWri .0��� 304.1 �� �� l` ..... _ 300 SETBACK SUMMARY 1 — — _ Fr- /`7c /7 — r,Y,/7/ LEGEND: ss SANITARY SEWER Pacific SW ROY ROGERS ROAD PLANT STREET TREES: Community —SD STORM DRAIN 2" CAL. KATSURA TREE/ w WATER LINE CERCIDIPHYLLUM � Design � 12564 SW Main Street JAPONICA TYP. ( MANHOLE Tigard,OR 97223 I/ [11 503-941-9484 SIDEWALK CATCH BASIN FUTURE CURB AND GUTTER, TYP. [ DATE. 10/06/2016 �, REVISIONS STREET LIGHT 7«- �. �\, vl / �' _ 10.00' � , 7'50 �. s B STRAW WATTLE PERIMETER NO. DATE DESCRIPTION "' LANDSCAPE TRACT I PUE _� ml�� ► _ _ eamia� EROSION CONTROL i- , STREET SECTION, SEE ~— / . II 7/12.50' 8.27' i ,I / ;�' I l%r — — 'I 1 ,,- 0 CONSTRUCTION DOCUMENTS i iii 305.0, , 304.1 15.3 • , i_ -~� I 300 -` SETBACK SUMMARY 1 i r - - - - ,n ---_ _- � __=- . i - - - - - - ,F �, ,F — 1 ,� 1 -t------ FRONT SETBACK: 12' - - � -� I ( I I. -� � �I �I I II � -- REAR SETBACK: 10' i I, 1 BUILDING: M 1 1 I 0 I i COVERED PATIO: 5' II i1 I I ii l SPLEX-K7D 1 i el I i i I SIDE SETBACK:* 0' °' r' I '1 r' I I 4 I. GARAGE SETBACK: 20' ' Y 1 UFF=311.0 , -I 1 I- PORCH SETBACK: 8' I GFF=3020_ I .0 1 11 I , / Ca 1I — i * FIRE CODE SIDE SETBACK: 3' 1 1 inca 159 in II I N 15" i 156 �RACTIB 1 157 158 �' 1 066 SF 1 160 161 URA i I 162 /63 h 1 I ii 0.00' 1 FRONT 0.00' /h o ;' I / / I 01 [[ GARAGE /1, 11 / _ LOT COVERAGE: _ 1 I [I i; ` III 4 _ F' A LOT AREA: 1,066 SF o I ---- -- I I --- - 16.00' 11 I o �,! '-z , o RIVER w - I - — I— — I I —I I I I PUE— I I J J - N - 20.00' BUILDING FOOTPRINT: 572 SF - - - — - - _ — TERRACE aL- \/ PGE -� -% r-�- - .,-.-040a .--.....,..„______An. 0.�►T��LL - COVERED PORCH: 32 SF NORTHWEST I' IIIIIIIIIIIWI '- CANTILEVER LIVING SPACE: 24 SF Elm 302.5 301.3 a v Arnmemgmui j � ���� / ►1r -�� °-'� � ole COVERED PATIO: 0 SF vi i ipr emoria , WATER METER `" el.' MEI, Y o, ;` 'Pli „� M � SIDEWALK M / f DECK AREA: 72 SF ----- ---- ,� _= „ LOT 159 "' a as as- ITOTAL COVERAGE: 700 SF as +s as I 1\S — as PLOT PLAN SANITARY LATERAL SW AUBERGINE TERRACE 32.00' 65.7 % a Go ����_ � SS = f` SS / —5S /4S — \� l S ' 55 �� SS IMPERVIOUS AREA: 865 SF c Y rr IIIIIIIIIIMAVIIINW 411111111111111111111111111112111111111111111 1111111.101111.111111f .; __ is :'� I O- O U O _.....___ to � Lil - ���� CITY OF TIGARD — — —, .� I . - I 4 I - .2•- - I— — Approved by lanning RIVER TERRACE NORTHWEST (503) 221 -1920503Date: _ I_' a) 395C O 2S1 WV InitialsI' PROJECT NO.: CONSTRUCTION SCALE REVIEWED BY: PRE 9 LOT 159 (R-12, ROW HOME) 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET 13142 SW AUBERGINE TERRACE \ PATIO CONDITION 1)VERIFY) CONTRACTOR NOTES: ALL FRAMING CONDITIONS \. 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERNISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONG.STEPS GONG.STEPS CONC.STEPS CONC.STEPS (ONG.STEPS (UNLESS NOTED OTHERNISE) 4)USE CAUTION WHEN CUTTING 1=11 M■ MIN MIMI MIMI FOR PLUMBING Mil R - - MM - . MEIN - 5)PROVIDE PROPER SUPPORT AT ALL '-' --: 1.11 .11j_iii --11 1 : : iEii 1 I I , : 1 iiiiii- GERIM---Fialx- iiffili 1 t 1 1r II 1 I I ' I 1 iimiaaf,.. 11111i11..al,----nWiiiiiii 1 1 il 1 i i iiiiffiii— -- MIPAWEL.,---- -i inmimmiras-0 I illiio 1,_.... ......,_.......... . i i . i , 11 _ „ _1 . , I:1. , ., , . . SHEARWAI_LS THISI5 A PLACEMENT PLAN ONL Y' This layout is to be used in con junction with Architectural/Structural plans.Verify all -J : II 1 I I 1 ! II il I _ , 1 1 „ , shear wall blocking placement and connectors BIN I - Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY MALL PONY MALL PONY MALL PONY WALL PONY WALL 17E5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD TION CRITERIA C**DECK CONDITION*** OF L/DEFLEG480 FLOOR WAP/NS: 40psf LIVE LOAD 11-1/2 RFF1-20 @ 150.0. .1-1/2 SFP1-20 @ 1b"0.0 , . .1-1/2 R.FP1-20 0 1 6'0.0. 9-1/2 FR.FPI-20 0 16"0.G. .1-1/2 RFPI-20 0 1 6"0.0. 12psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEPINS AREAS: 1,1 \ R I \ / R1 R I RI 30psf LIVE LoAD 12psf DEAD LOAD -7----.--T-'- ;1iT.),-,1--I-r----=7:=,-,ft.- E--nosoliiii. - 1--====. , r----, % -Tr • :-:--11 • .----:—- .. , ,I'sti 1.---7---7- : •1' 1 1 I 11 1 i I I , I I i 1 II 1 I I ROOF LOAAIN6, k1 1 1 I i 25psf LIVE LOAD 1 -1'' I SI 11 I II i 1 it I 1 ., II il !I .qNi i-Ipsf DEAD LOAD 11 1 I , .1 1 1 II li 11 :1 1 I I i , 11 . _,. 0 I 11 i I I 11, II4I II 1 11 I 1 , 11 11 1 1 .1, 11 11 ..d, ., 41 41 -4 -II 1 11 I li I 1 1 ! 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I-1 CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION FL 16-216(MAIN) CLOTS 151-1E1) "1 REVISIONS NOTED POLYGON PRENC.NREVIVAL 5-PLEX E-1112)IG--7(0) REVISIONS AS SHOWN GUIDE FOR ALL FRAMING drk• r4sterId Width Deptll Swede ads Gutl.th TO31-311 0 NONCONFORMING-REVISE&RESUBMIT NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND I-JOIST INFORMATION R I 1,51,,Rim 1 3/4 9 1/2 1.5E 38 20 1E0 0 R2 05151533 4 1/2 5 lb 1110 THIS SHOP DRAWING HAS BEEN RENEWED FOR GENERAL CONFORMANCE THIS GENERAL CONFORVAN P SHONACHO$iA.S BEEN REVsEfIED FOR CE Him,BIG BEAM 5 1/2 11 11/B .1E 4 16 64 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' ' RDR2 Caece55 51-24F-04 5 1/2 10 1/2 F6-2400 2 14 28 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WIGS DESIGN WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE N61195 0.3545t1651_.24F-V4 5 1/. 10 1/2 Fl/-2400 4 12 los DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVE FASRIDATOR/VENSOR OP RESPONSIBILITY FOR CONFDR/MNCE WITH THE Si 12.1011-6rn LVL 1 5/4 1/2 1.55 3 4 12 PRIORITY OVER THS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHIN HAVE PRIORITY Ili iii I L.E6END: B2 RIgelLam LvL I 9/4 1/2 1.5E 4 2 5 OVER DRG. B3 123gIGIBM1-01- 1 3/4 1/2 1.5E 5 10 50 54 1916 BEAM 5 1/2 1/2 2.1E 4 6 24 MAIN FLOOR JOIST LAYOUT By David R Burnett Date 6/22/16 THIS SHOP AWIN 0.--HANGER CALLOUT 55 RIBULJBILVL 1 3/4 1/2 1.5E 3 12 36 By, Arnold A,Solomon Date,..A2krlI B6 BIG BEAM S 1/2 1/2 2.IE / 4 28 SCALE: 1/4"- 1'-0" MILBRANDT ARCHITECTS CT ENGINEERING INC 131 BIG BEAM 3 1/2 1/2 2.1E 22 14 908 El SUPPORTING POST B5 BIG BEAM 3 1/2 1/2 2.IE 2 16 32 & TRUS17, COMPANY BR BIG BEAM 3 1/2 1/2 2.1E 2 12 24 (3) POST LOAD ABOVE B 10 BIG BEAM J531 131.60 1.151.VL 3/4 1/2 1.5E 115 3 354 ROSEBURG FRAMING SYSTEM- .,. R -RIMBOARD JI 12,1-20 J2 12,1-20 3/4 1/2 5/4 1/2 .1 119 162 11 0 8,15 10515 Sysl ALLEN BLVD BEAVERTON,OREGON 91005 (505)858-96E:5 LB =LVL BLOCKINGJ5 R5191-20 5/4 1/2 96 14 504 quality engineered woad products for todayW builder- , 12,1-20 3/4 1/2 2 10 20 PLAN:FRENCH REVIVAL 5-FLEX E-1(P)K-1(P) (LOTS 1 51-1 6 1) J5 12,1-20 3/4 1/2 2 16 32 PACIFIC LUMBER COPYRIGHT 2DIB JB -JOIST BLOCKING J6 NOV s/,!, 1/2 14 25 392 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLALVL RiGiDRim- CUSTOMER: POLYGON .1-1 12,1-20 9/4 1/2 26 26 616 W J =JOIST CALLOUT .18 12,1-20 9/4 1/2 b 4 24 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSEBURG FOREST PRODUCTS ROUSUO0 FOREST~DUCK PLAN DATED: 6/20/1 6 ..14 12,1-20 3/4 1/2 5 12 GO Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) J10 12,1-20 3/4 1/2 6 6 96 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or DESIGNER: KAM,L.HENDERSON DATE: 6/20/1 6 W NOR -HEADER(BEAM BELOJOIST) ,,,..)...,,,,,,,,,, copying of the5e plans,Infringes rs u ightnder the Copyright Act.Infringes face liabilities that include It 2501,15,-.21-ITTH.5 42 penalties of up to$20,000 per work infringed,and$100,000 per work infrincied willfully. 4110," RFPFJOIST BBO-BEAM BY OTHERS 112 W0011.51/9 11 PL 1 6-218 (MAIN) SHEET: 1 of 2 H0 iii19 10 ... 20"OPEN WEB JOIST @ 19.2"O.C. 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By David R Burnett Date 6/22/16 BY: Arnold R.Solomon Date:lune 21,2018 MILBRANDT ARCHITECTS CT ENGINEERING INC _ _ _ + Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 157-161 1 ALL BEAMS AND CONNECTORS PER ENGINEER I ��G umber RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING FLOOR LOADING' PL16-278 UPPER40 LL RM1=RIM BOARD BK1 12-00-00 1-3/4X20 LVL 1 3 150E & TRUSS E{ COMPA NY BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/20/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I III—I`L— III BM21 5-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I =�� I BM4 5-00-00 1-3/4 X 20 LVL 2 20 - BM2 4-00-00 1-3/4 X 20 LVL 1 5 HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 - BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 HUC416 - 10 - Loosen, remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 — ow . ii. >,_N C1 C 0 Z N al x I (3 -71/Z' V Lr . 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C is V J p cp E ZCONFORMS TO DESIGN CONCEPT roQ� c o `J' 0CONFORMS TO DESIGN CONCEPT nLI. o CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH Q Fw li REVISIONS AS SHOWN REVISIONS NOTED W o 0'~ ❑ NON-CONFORMING- REVISE AND RESUBMIT ❑ NON-CONFORMING—REVISE&RESUBMIT a d 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 in 2 FABRICATORIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Z °' DESIGN DRAWINGS AND SPECIFICATIONS AlL Of WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Z 0 X O __ 112 PRIORITY OVER THIS SHOP DRAWING. Z Z W 0 ' N vs OVER THIS SHOP DRAWING. By David R Burnett Date 6121/16 0 W -I U to a1 : Arnold ENGR. Solomon Date: June 21, 2016 MILBRANDT ARCHITECTS IcLj J izi LL H ll H CT ENGINEERING INC .7-113 --z' II OZ Et cc W .J CO Cl_ a o