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Plans (44) <---,3 7� 5&2 fti k -d-s £/ I �1 LEGEND: e ' A _ S` Pacific I — �_- - -SS SANITARY SEWER , I I ' �G• SD STORM DRAIN community 1 -- �� : I / N' ( Design �---s `j / W WATER LINE cn �� 12564 SW Main Street -'456.7 �� J i MANHOLE 5645 OR 97223 458.0 61 Q �� ' [71503-941-9484 "/' ■ CATCH BASIN s ..«s v ai ��a®�rarz,==arzaz , u o s± > �. R lv:mneme �j DATE: 12/11/2015 E I STREET LIGHT REVISIONS t 11 I II STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I. 1 20.90' 1 Il 1 r I►_ _, 1 oc o F.,... NI- v 1 o 1 _ �•1•= �� EROSION CONTROL I 1,;--I --- ,I 1 32.12' — 1 ',, , k -! A. , I I I 111 s I 1 I1 _ _ n 1B Ir------11 I t i I I 1 1 I PLANT (3) STREET FEB 1 8 2 I r IN TREE: 2" CAL. E s T,,:;:,,,P,''.$ I I SETBACK SUMMARY CITY Y I I fl i I .� KATSURA TREE / _ sl ^,, ?' `' �.a �I 5.00' 1 16.00' _ _ t .,,r I 63 1 PUE FRONT SETBACK: 20' CERCIDIPHYLLUM r- \ 6,175 SF ; I I 1 I;_ JAPONICA — SIDE SETBACK: 5' ', ' 1 !�` ' 1 I STREET SIDE SETBACK: 15' �I, !i BUILDING: 5D , i 1 '°�" r If,,AREAR SETBACK: 15' II o f 15.96' it '. �' I_1 64 o I FF= 465.6 , 1 1 ,, W I 11.0 I I I 2 . I / \ W \ I t 11 I I ' .. t =,i IPJ ( 1 / > F'.- —-, \ iGARAGE I [ , e- E l' I ' I ) ft 9 it —1 ETI ' I 1 Q -_ �L Z —— — ,I I tj LOT COVERAGE: o I L I' ° ° T I-- —JsI-- PORCH _ 11 !/I v /t ` \ r '' u j \ LOT AREA: 6,175 SF 1 i 6.00' -->F— j` - 4 \ :.k POLYGON AT 0 1! 1 1PUE 24.88' 20.29' jf I �,1p– 459 1\••\ _ `� BUILDING FOOTPRINT: 1,826 SF i i z1.88' III— E �\\ BULL f �,r COVERED PORCH: 54 SF ,, \ I % _ _•�r ._ ,-----,,c, 45a 4 MOUNTAIN �t0����� ,i, i CANTILEVER LIVING SPACE: 12 SF 3 P �t 464.3SA r��'/� '' 47. �i► +` 0 1 1 1 a 1 'H COVERED PATIO: 0 SF O N lalliffill�� k SIDEWALK h� DECK AREA: 0 SF \'' �, M I LOT 63 o co �I° �.` WATER METER � � u, ,o i i�.isn l TOTAL COVERAGE: 1,892 SF PLOT PLAN \u''\ Nas —� as v ©i '� CIS c 45— Ior N a s 30.6 % a SW THAMES LANE °c All / �_ PL4NT (1) STREET 1 _-' SS � SS r S TREE: 2" CAL. / �>\ IMPERVIOUS AREA: 2,654 SF 1 STORM LATERAL j', AlI ET_ I o ! KATSURA TREE / O - '—i SANITARY LATERALI -----,......,..."4 CERCIDIPHYLLUM r �/' ci , I - / `` I JAPONICA > ,I /edit �- / � / - - �- - CITY OFrIA::D °' A roeej `'i, y Nanning POLYGON NORTHWEST (503) 221-1920 pp Date: - / I /10 1 PROJECT NO.: 8 2 S 1 W8 O TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 63 (R-4.5, LARGE) Initials: D ,O 20 POLYGON AT BULL MOUNTAIN 5. 1 INCH=20 FEET J 5 Z -�`74� SW THAMES LANE PACIRC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" �. .-w-�-.""„ quality engineered wood products for)odoVs builder �^"+ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. a�o s.ou�u The plane may not be re-used or copied,In whole or part.without written permission from Pacific Lumber RIG I D LAM LVL RIGID I M -:--«a�aW III a.. I' ,.,,,.w,. �� To w.R�.w� ani Company,which retains copyrights to,and ownership of the plans.Use of these plans by any otter' .�/� O:mow:.:. __ - _ IIII ren DETAIL 11 MAT. product supplier other than Pacific Lumber Company is stricUy prohibited.Unauthorized use or jil k - ---------- - i BEAM TTo�."oe:..eovi copying of these pons,infringes rights under the Copyright Act.Infringes Face ed willfully.that include PROD�R anasreuao `�� l penalties of lap to s20,000 per work Infringed,ands+00,000 per work Infringed willfully. 4�RFPFJolsT %% ��IIM� apa:luNsroaasraaooacls :�"�i �Ih CONT)CACTOR NOTES: DES/6N NOTES: ""''°"",p,a,`;";r,,.,,,a,.,,�„" MAIN FLOOR 1)VERIFY ALL FRAMIN6 CONDITIONS THIS FLOOR SYSTEM WAS ..:.."..:....,,„a,-.- 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR SCALE: 1/4"- 1'-O" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RPFI'BLOLKMf1 6IANSWITN HARMS WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 NTS. Nr.a 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LO 1 2 ,-' SHEARWALLS 1 psf DEAD LOAD THIS IS A PLACEMENT PLAN ONLY SLEEP/IV AREAS: 3A D This layout is to be used to co 2pef unction with 1 psf VDEAD LOAD START STARArchltecturaVStructuraI ns.Verify all FRAMING FRAMING I shear wall blocking piabetnent and connectors. ROOF LOADING PATIO I .urchaser responsible for approving this 25pef LIVE LOAD HERE HERE PATIO' ayout prior to any construction. 1 1psf DEAD LOAD 1 J1 i Js ® CONFORMS TO DESIGN CONCEPT J3 J 1 1 R I J ll J3 ,/F" 1:-.1CONFORMS TO DESIGN CONCEPT WITH — f} I. REVISIONS AS SHOWN --- � ��, a=a ISS ❑ NON CONFORMING REVISE AND RESUBMIT j I ----- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ ..11._.ail __ J4 - II� __ J4 �, 1 WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE 1 -J5-- FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE " 2 I, DESIGN DRAWINGS AHD SPECIFICATIONS ALL OF WHICH HAVE PRIORITY II i N, It J OVER THIS SHOP DRAWING. R1I •I i' 1 J; t CT ENGINBy: Arnold R.EERING INCDate:May+1,2016 II II - J 1 I J5 J4 J1 J1 I J3 -- II XQ CONFORMS TO DESIGN CONCEPT B9 C' I \= Ir ❑CONFORMS TO DESIGN CONCEPT WITH D2 �: s a ------ -_ --- ----_ -- ----J-1 ----- -dh REVISIONS NOTED _- >1"3- i. V V { _ 0 NON-CONFORMING-REVISE&RESUBMIT 35 I JI O �� WITH THIS SHOP DESIGN WING HAS CONCEPTBEEN ONLY�IEWED FOR AND DOES GENERAL NOT CONFORRELIEVE MANCE E DO } • 41 ry ry _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN J 1 V Q J ,,.....'1.11 — _ DRAWINGS,SPECIFICA ONS,AND APPLICABLE CODES,ALL OF WHICH HAVE J6 - t" J3 II PRIORITYOVER THIS SHOP DRAWING. ft-1 R I I',,. J2 ry O I� — 1 - By Jeremy Pfarr Date 5/11{16 ri I J2 • Ic_ LC J2 I. MILBRANDT ARCHITECTS � BIg a rd . d ISI R, R, , I • ppr ve Plans J2 J2 • S Rt J2 J3 I, H1 T Dt�A¢ d� )))< 1'L V • J7 J2 I �....� .rte+ I• ' J2 J2 y/ ' REVISION J J2 ii 2 I' x J 1 J1 I 1 J1 I� :2 Jt J I 1 I PORCH '-- J1 Jt I ilk-1R-4 — I PORCH � IMPORTANT/ II REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-53(MAIN) DETAILS AND I-4015T INFORMATION POLYGON 5D FRONT TO BACK Mirk s Material Width Depth Srade Qty Out LEN Tot Lth LEGEND: Bt 'RlgidLamLVL 5/4 9 1/2 1.5E 2 12 22 pacifi4b82 RieldLam LVL 9/4 9 1/2 1.5E 2 14 26 �--� B9 RlgidLam LVL 3/4 9 1/2 1.5E 2 16 24 <H}---HANGER GALLOUT ,lei 056 ROI 9 1/2 1 t 16 176 ��! J1 RFPI20 5/4 9 1/2 13 10 60 & TRUSCOMPANY SUPPORTING POST J2 RFP1-20 5/4 9 1/2 13 20 2 244 -POST LOAD ABOVE J9 RFR-20 5/4 9 1/2 2 2 4 R -RIMBOARD J4 RFPI-20 5/4 .1 1/2 9 14 42 J5 RFPI-20 5/4 9 1/210515 30 960 105 15 519ALLEN BLVD BEAVERTON,OREGON 97005 (503)553-9665 LB -LVL BLOGKING J6 RFPI-20 3/4 9 1/2 1 10 t 0 .a -JOIST BLOCKING J7 RFPI-20 3/4 9 t/2 t 26 26 PLAN TION/NUMBER: 5D FRONT TO BACK JB1 SLSLR/5RFPI-20 9/4 .1 1/2 25 3 75 CUSTOMERMER:. POLYGON J -JOIST CALLOW- JB2 BLICS 1.75 LVL 5/4 a 1/2 1.5E 6 3 13 PLAN DATED: 11/24/14 B -BEAM(FLUSH w/JOIST) AccessoriesNOR -HEADER(BEAM BELOW JOIST) 41 ITHO1 7950-or-ITT9.5 4 DESIGNER: KAM/L HENDERSON DATE: 2/16/15 BOO-BEAM BY OTHERS PL 1 5—5 3 (MAIN) SHEET: 1 of I POLYGON 5D PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HEREir PIotID Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 � �' �� azRM1 40-00-00 1"x 14"APA Rim Board 1 1 J RM1 38-00-00 1"x 14":Pp:Rim Board 1 1 RM1 12-00-00 1"x 14" PRim Board 1 2 RM1 8-00-00 1"x 14" PRim Board 1 1 � _° RM1 4-00-00 1"x 14" Rim Board 1 2 _. RM1 2-00-00 1"x 14"APA Rim Board 1 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 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 2 A p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 `1 3 , BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r:LIM6 �' -® u.4c I` BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 pp 0 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - _ :� BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a �� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ISi L BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 12 al E ,��/� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 �O] m', BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 p BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 !4 IBM51rI BM11 4-00-00 BBO2 1 1 {`" BICy : 1"`I 141.0 —IIIII'I A A©' � 1.' 'illi,. ,,,.. A FLOOR LOADING 'N'1' BK1=BLOCKING 4(1 LL RMI=RIM BEARD 15 DL ACCESSORIES QTY 8 I O TH017140-2 26 O ITT14 3 '�a 'iHI: M 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' I u. _ '' m '' '� -'{ ©��.I µ I SHEAR BLOCKING PLACEMENT PERSTRUCTURALPLANA AND SHEAR BLOCKING REQUIREMENTS. ' _. (•_ _ LULE- !FA■ -04Oil 1 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. H (.M 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' IRM1I IBMs' 1il 11111 E NAILING AT .SHEARWA LTABOVE EXCEEDS ONE —_ , Mil -- ROW PROVIDE ADO'L BLOCKING OR 'I I - gaim. Ammo IWIDER RI:M MATERIAL AS REO'D. I- CONFORMS TO DESIGN CONCEPT JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN (24x36 SHEET) SCALE: 1/4" = 1'-0" °"AGN C09.99CeX£ 0 NON-CONFORR/ING-REVISEAND RESUBMIT -E H,F,590143 FN 0.199,9,9,1_ . N [Cli'. EAxN..N wTO k. xt :) NYFNJ27M#CW4iE!t" N Pac umber x ajww '.:••V1-:;ORsx Ruv.�-6i; ,FF. SE /'l .LxYIOti. x+_112_ 9.1 '1077 a./9100 7/eSeota1/er 19,21/19 Q TRUSS COMPANY MI-BRANDARCHITECTS CT ENGINEERING INC P ' 6X6 6X6 r 1 —1 ♦ L-I�---------6x12 HSR ----------- J Kt V 1 iJk 4 REVISION N N • U r OFFICE COPY Oi— Y O a City of. l gard App el Plans /4\ 3y ._. .X..,. Date S12-C1LC 9'Q/ STHD14- 2x LEDGER / 8 F4 I .1.2 _ MST37 MS-317 MST37 MST37 \� , ! i i •1,10 ,-- \, (1 MAIN FLOOR SHEAR PLAN & Plan 5 TOP FLOOR FRAMING PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT r--1 11-i p P 1s D2 a- w w 0 10 B 0 A8 Patio w 19'-53/4.. a 40'-0" i 11'-934,. 8'-103/+" 6',--4" dif 1 I- I I I -0 SL 4-0 4-6 SH I /- 6-0 8-0 SGD (7-8-N<\ r r, i 18 DOOR SLIDE % L_-r- DW 1 0 -----i Plan 5. _ MAIN FLOOR PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT 83/4' '�3/" 6x6 PT POT :6\6 P` POST r-t 16 � r---� T THICKENED SLAB D2 L--1 EDGE a w w 0 40'-0" e in 4'-0" e" 14'-53/4., i 00u w E a ♦ -1'-3" > T.O.S. -0'-71/2" 3h" CONC. SLAB T.O.S. o 1 //—STHD1z-� P4 STHD1 4 • 1 IP . , <z ----- -- _-7-1 i ..1 1.---J 1 .. I Plan 5 _ FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.