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Plans (8) „ c y —Q,�G L > f 7( 1 4 ' {tri G/z-- ` LEGEND: I”""�� ---ss - SANITARY SEWER Pacific Community r9 STORM DRAIN Design w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 12/08/2016 ` 0' STREET LIGHT REVISIONS STRAW WATTLE PERIMETER . NO. DATE DESCRIPTION EROSION CONTROL TRACT A STREET SECTION, SEE J. /,N N 6' COVERED PORCH AND DECK CONSTRUCTION DOCUMENTS i 8.21' SETBACK SUMMARY 244.2 H' i! 14.00 9� y [pI,,,,o,iino,P q ry FRONT SETBACK: 12 7.50' PRIVATE ACCESS EASEMENTiiiii a����� l ��aSETBACK:* �°� ����� .243.2 SIDE 0' _ _ 24.2' _ - t: REAR ALLEY/PRIVATE - -- � elarte s � e' er , .- - --�------__ „..0 � �i } STREET SETBACK: 0' �`z5a- __ Ii,��. - ter. _.q- .,z `. ��sa � o.mraik,' .4 c� a }-t_ _� I �_ r PORCH SETBACK: 8' IN A _ whirAmmaUIVa=k FM e — ' � GARAGE SETBACK 3-6' ' ------,52 ai, 0 --F_- -F-,-,-1-- --\ --,- .,.„ _- -- - ' * FIRE CODE SETBACK: 3' EI,i I I 0.00 ( =.I a 5',r,._,-,- WIDE PERMEABLE PAVER SIDEWALK 4 I v, 1 111\] II— I �i '`r, , .i, 1,381 SF _, I ,�— 5.14' fl 1 2 - BUILDING: to I I _i1 \----1 o „ •i; 1 4PLEX-E6A I I - I LOT COVERAGE: 1 1 FF=256.0 1 , II I —6.00 PRIVATE \ii O V -�` v 1 ,� (s � I1 v '`'`:,f' I ! I GFF=254.7 I ACCESS I �, I I I I 1 I ] LOT AREA: 1,381 SF 0 I I I EASEMENT N� I I II ] POLYGON AT IP, -' GARAGE= i 6.00' 1 I; BUILDING FOOTPRINT: 697 SF lL 1 a � 'L ; WEST RIVER N 1----__-- \,-i \" � 5D - �_ _ = REAR COVERED PORCH. 20 SF TERRACE if \, Li` ~ „ ' Y . S — -- -011V- . 24.2' - -` H` e l d1 v CANTILEVER LIVING SPACE: 73 SF � 3.00 � 2 _ 54.6 t 4 ---- .s —h` 254.8 O ---— _, PUE• `�SANITARY LATERAL DECK&COVERED PORCH: 92 SF o _._.._. .._._ J I . i .' SIDEWALK -:' - ATER ETER111P ' u, { ,, \^\„ `, W M ,-- �,, ,, TOTAL COVERAGE: 882 SF 1 {h .� \ DL 1s.00 i 'II H It SW ROCKY RAMBLE LANE `� ��, :� t/„,18.00' TOTAL COVERAGE: 882 SF c% 'II ---, -2,:'' It SW ROCKY RAMBLE LANE ,„--, ...b._ ‘,.. -„, --q„,..--, -,.--*---.;-::„-- - ,,„--,. tX----------— LOT 4 -- ', RACT C. - -_..�,�'I '-;- ---,.--„\---- ,-.5-'_______4:_..,v �A t. , t -, o''-\�`�., , -_-f--]-_ STORM LATERAL � -,-..,.. ``-`w "'''��'i�l �--2--_,'::,-,,,,, ,-,---------2v _ 63.9 % PLOT PLAN "~""--;'4-, , ��' IMPERVIOUS AREA: 936 SF \� VISION CLEARANCE TRIANGLE ,. . : '; - '� 4 __..,-. I` / I - - - - - - - :::„.:,,,,,,,>:,,,,,,,:-1,” � l/ f" ti I ``V \-rte Aillw i� /07-----_,,._.� i iS a;�y r -�,o S$ . 15 t / O TRACT H .,,,,vft E I s L 'j ` , �r i f _ 1 �1 11 .—; / 1 1 1 l -1, 0) CIT! ,7 TIGAR[ .-§ POLYGON NORTHWEST (503) 221 -1920 Apprc��,�yf' 17'!.� Manning 0 /� A PROJECT NO.: 395-029 0. /S'1W6 c�','I. I� I��` TYPE: CONSTRUCTION L—V V S.. REVIEWED BY: PRE ' SCALE LOT 4 (R-25, ROW HOME) FE €air: _ 10 20 POLYGON AT WEST RIVER TERRACE 1 INCH=20 FEET Z 17064 SW ROCKY RAMBLE LN /s -2C 2015/ LEGEND: , /"" -------,s-- - SANITARY SEWER Pacific , STORM DRAIN Community Design l —w WATER LINE 12564 SW Main Street C: 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 12/08/2016 + STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION CDCDCDCDO EROSION CONTROL TRACT A 0TREETSSECTION, SEE 6' COVERED PORCH AND DECK CONSTRUCTION DOCUMENTS / N i N 8.21, , q._ SETBACK SUMMARY 244 1N a d# FRONT SETBACK: 12' 7.50' PRIVATE ACCESS EASEMENT14.00 � ,; ]i yp4, , � ���243.z -- SIDE SETBACK:* 0' _ _ 24.2im, — REAR ALLEY/PRIVATE � STREET SETBACK: 0' ---"_"__._-250 �i� �I st _mI91.� ���VitiaWlr+�� a."s��l�P,l�m��N.`�Yn�'h SRfa � o� ""��:.:�. +ice _._-1 _ �] �� f i . — — "' PORCH SETBACK 8' 5%u r ' P _� -- r- -F---,—____ IIS _, GARAGE SETBACK: .3w,,6 s Y 254_ I- 41 - * FIRE CODE SETBACK: 3' a I� i 0.00' � 4 1 I I I1 1 5'WIDE PERMEABLE PAVER SIDEWALK 1 1 � e.1.-- .y ' I- 1'. 3 1,381 SF _' , 1 5.14 �`, 1 ' 1i 1 c BUILDING: 1 1 X15 ,� �, 1 2 i � 1 'o 1 � ' u I 4PLEX E6A I \---1 LOT COVERAGE: 1 ! 6.00' PRIVATE y] ocN ------Z'', FF=256.0 �I ' ' . ,u; I; GFF=254.7 I I ACCESS 1 LOT AREA: 1,381 SF o \ 1 I ' 1� \ I I i 1 EASEMENT 1 POLYGON AT 1 GARAGE 6 00' 1 �, BUILDING FOOTPRINT: 697 SF WEST RIVER J \ ' .` I i} is 1 w cr1 `� MI —a �_ _. `I' w — REAR COVERED PORCH: 20 SF TERRACE � �� � �__.__!`-�' liWil �� ��� -- = Y 1. 24.2' T T 4 CANTILEVER LIVING SPACE: 73 SF -o I :3 00 y I'S' =- ° 254.6 ''„ 254.8 �, I p --------- QS - j PUE ' SANITARY LATERAL f----- , DECK a COVERED PORCH: 92 SF `� - ' SIDEWALK ? ‘2.-- I TOTAL COVERAGE: 882 SF a _ — WATER METER tti DL 518.00' ... , . , � �.. LOT 4 % J I 4 SW ROCKY RAMBLE LANE -'` FtACT C,---,,,,-,,,--• ~'- ' ` :;h --__- — ry` STORM LA tN 63.9 % c, /'m �..1 I---',..I'\\7-.1. - 1---� �:� ..,,, '--t -- PLOT PLAN LATERAL j/ i v ti'o` vIMPERVIOUS AREA: 936 SF o w_ 4,/--- _ = VISION CLEARANCE TRIANGLE . .. „„,,,,,, -..„---->_,-,,-.--. - - \\2-- ,/(1 7 ,/l<,,:' ':47 ; 9 ��� ` - .;rte h‘ 'o`/----- ---r- ----,, d � �� �� ��/ fir= 7 I 1 ;? Ir' �� l C ' 3A cD RD POLYGON NORTHWEST (503) 221 -1920 pprovr' :"`;' Planning PROJECT NO.: 395-029 2S1 W6 ' '�GG: i�' ID-'(e- TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE o LOT 4 (R-25, ROW HOME) ! i i5: crk-c , 0 10 20 POLYGON AT WEST RIVER TERRACE O 1 INCH=20 FEET Z 17064 SW ROCKY RAMBLE LN 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE0 START FRAMING HERE START FRAMING HERE 0 0 0 BM3O� JBM6 BM6 IBM30I IRM�-o-� K1 v -.'IIRMI �� -� - .xs--II RM1 - - FRM1 p ^I - -'I� RMIIIILbr AiBK�c �_ IL RM1 o E IF --''' ''Ill ' lG 'm c, `rn rn rn i6_-'vo J o o "�— 11 �- III—: ff m W�ao m w 1 o i. , °v II o 0 0 0 o Ilv o 9 9 col o o o o o Ilv Dq�� R L" IIS C: 2 II W LL LL LL W 112 ° 0 I.L. LL LL LL. LL 1.2 i O ET 2 L2L 2LL t2l 2LL LL'�.0 O o ,. .- a,llm m l ,12-IJ 15® 11°2 LL R R LL LL C, 2-1-15 I m LL m LL I q R 1 et a n M ro e r . .a III `13-01-0 II- I. v v I. e nl„ • X13-01-0C� III R v iu , RI , IB; a • e a w 6 s _ a F14 F14 F05 I L F Ell F11 F03 y 9 _ Flt Y Y F11 o j P03 41 —11 1R D F11 F11 F03 � k e Flt F11 F03 II FD3 -. F13 F13 p F06 } # 9 P ii /i • F12 VIII D a F12 iC. F03 III I .S (��1 WII P IRM1 O `I ©IF12 ,�I+II b� F121��I F04 �>RM11 m I" — F12co T F12 1 F04 I�RMI I RMI, ' i D / F12 N 411 R 4 F12 II N rn N K i F04. .„---L N r F12 RO aim cC i W mI3 "- F12 I F03 r �-1 , i i,- F12 aLL 113 F12 Y E I d F03 I CC m Il g �^'){ F12 -_._�Ij A IIP F12 m1� FD3 �I = h. r `d/. All IIP� F12b I oI F12 I UL �BM2J �JBM21-Inn IL 1 F03 D Fl1 LI , F11 (cr;\": 0 F03RM1� i 4 co F11 F11 I F02 A RM1 'WI IIs" a F11 n y F11 F02 I® F11 Y A I z w Y F11 a F02 A b F11 z � F11 ._ ( F02 1— w �t r :: D y i2 w E P. I a F11 F11 $ F02 qac `? z —I� :,' �, b ,., < r D F11 F02 u a _ . M1 F RM1 t1 d RM1 - F15 BM24 1-0 0 1-03 00 BM24 ` R bi idjRM1lJ H 21-_ � IRM1I IC CC IRM1I cc m __ -.. 12 RM1 RM11 IF, F m w ® CONFORMS TO DESIGN CONCEPT a a. o a o ❑ CONFORMS TO DESIGN CONCEPT WITH (0 2 en o co oo z REVISIONS AS SHOWN z a 3 w a ❑ NON-CONFORMING-REVISE AND RESUBMIT _ o ;.- N THIS SHOP DAASING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE co co PATH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE E `" FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFOR6'A HAVE nITH THE CONFORMS TO DESIGN CONCEPT SHOP DESIGN DRAINGS AND SPECIFICATIONS ALL OF YIHICH NAVE PRIORITY OVER THIS SDPWaNG. 17 CONFORMS TO DESIGN CONCEPT WITH By: Arnold R.Solomon Date:Oct.12,2016 REVISIONS NOTED CT ENGINEERING INC ❑ NON-CONFORMING-REVISE&RESUBMIT 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Products DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE JOIST WITH RIM PIotID Length Product Plies Net Qty PRIORITY OVER THIS SHOP DRAWING. BK1 37-00-00 1-3/4 X 20 LVL 1 4 By David R Burnett Date 10/12/16 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON MILBRANDT ARCHITECTS RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 BM23 G s-00-00 1-3/4 X 20 LVL 2 a ENGLISH REVIVAL 4-PLEX E-6(A)&K-6(A) LOTS 1-4 ALL BEAMS AND CONNECTORS PER ENGINEER •J P� FV, umber BK1 12-00-00 1-3/4 X 20 LVL 1 2 FLOOR LOADING: BK1 11-00-00 1-3/4X20 LVL 1 4 PL16-399 UPPER BK1=BLOCKING 40 LL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL & TRUSS COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 6 10/10/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 4 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 __— RMI 5-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 16 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I I' I '� BM2 4-00-00 1-3/4X20LVL 1 4 ACCESSORIES QTY j1�—,i�`�—1I RM1 4-00-00 1-3/4 X 20 LVL 1 2 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �— BM24 4-00-00 1-3/4 X 20 LVL 2 4 RM1 3-00-00 1-3/4 X 20 LVL 1 4A HIT420 68 SHEET 2 0 F 2 RM1 2-00-00 1-3/4 X 20 LVL 1 18 RM1 1-00-00 1-3/4 X 20 LVL 1 4 1-3/4 x 20 LVL BLOCKING 48' DO NOT: Loosen,remove,cut or notch © HUC416 8 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. ROSEBURG FRAMING SYSTEM'" � �,,, ,�,,.- ,,U� PACIFIC LUMBER COPYRIGHT 21:11G quality engineered wood products for today's builder BM"„ ,;;�,„-„nnixiAs°`"`"'0ie ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber REGI pLAM LVL RIGI DRI M a>a,„�,w rosrs.ROH neovr Company.which retains copyrights[o,and ownership of the lens.Use of these lens byanyother Al ��� ronnu,s ces,.ory P y. P P P °"^"m�"•" �Hs7.saws«srocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROsteeRo FOREST PRODUCTS ROSEBURG FORESTPRODUCTS Ail �.�w -_ ,III copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include BE TO vOsOF> soeKS penalties of up to 520,000 per work infringed,and 5100,000 per work Infringed willfully. liti. �� � ' - ' RFPI Jam- r'1 �II�' Ra DRD�rr�F -,„ � ' CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS 7H15 FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR Rmk i„w,,,„we„ .-enw" EXCEED THE LIVE LOAD ��y -:Pop` , (UNLESS MOPED OTHERWISE)3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPFBLOSOIN6 PANELS WITH BEARING INALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/450 NTS. IVPs 4)USE CAUTION WHEN GUTTING 1:12:11AVD:66: AD/N6:FOR PLUMBING LOAD5)PROVIDE PROPER SUPPORT AT ALLD LOAD SHEARWALLSAREAS: TH/5/5 A PLACEMENT PLAN ONLY. LOADThis layout is to be used in con junction with D LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 0 1e,"O.G. 9-1/2 RFPI-20 8 16"O.G. 9-1/2 RFPI-20 S 16"O.G. shear wall blocking placement and connectors D/N6: q-1/2 RFPI-20®1 6"O.G. Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE SSTTART FRAMING HERE ayout prior to any construction. 1/psf DEAD LOAD !11. iR1 IHII111III, i •1'. '� I !'M1 ! !�I 11il RII l I1. I 421 "-- B THE R I ®W R1 III .1 .1 1 .T .T -T T i -. HDR1 R, 41 N w R2 -2 Q L r wzp� 1 /rrn3 m Q Q n .. ,.-__ 751:: - ! <- rn� �1 I 1 R1 R, Ri I ! r ® CONFORh1S TO DESIGN CONCEPT 0b R, Cl R' R, ll -� � ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN I _ IF RH ❑ NON-CONFORMING-REVISE AND RESUBMIT R2 I Cu- THIS P DgAY N H45 8 N R VILIE VYEB DA M1FEE FAL CGTEN F tFANCf T T E E C E P T E i. E O T E �5 'DESIGN IHA NDS AND SPEC NNSAB ONS ALL OP NIGH Oct lANE PR S ITY t .�o r S- I .12 HDRe .. ,-', -1_5 ' 1 :1 By Arnold S.Solomon D Rz I I I I I R2 CT ENGINEERING INC .6 .3 .1 3 .3 .3 3 •T ' �? : ' . ,$T j-.til I11 1 sn ai @+ B', PH' g':. 511d7 47 R2 •• Rei, _,.., ,FL--.� AL3 ?-" ;DFs ` _.:�- � I''! '' �3 •°'R3I1tiiJH_1 RgR1 I) I I ." I Rr- 1I X❑CONFORMS TO DESIGN CONCEPT B3 Be +- - , I �', CONFORMS TO DESIGN CONCEPT WITH )D. - �REVISIONS NOTED o NON-CONFORMING-REVISE&RESUBMIT THIS 2 111 H HOP DESIGN�N'11G HAS CONCEPT BEEN ONLY VIA DD FOR DOES GENERAL NOT RELIEVEEM+iTHE ��V// d FPBRICA,ORTOENDOR OF RESPONSIBILITY FLA CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS_AND APPLICABLE CODES.ALL OF WHICH HAVE PRIOW1 GOER HIS SHOP DRAWING. PL.1 6-3 11(MAIN) LOTS 1-4 By David B Burnett Date 10/12/16 POLYGON ENGLISH REVIVAL4-PLEX E-6(A)K-6(A) MILBRANDT ARCHITECTS Mrk a Material Width Depth Grade City Cut Lth Tot Lth R1 1.75LVL Rim 1 3/4 9 1/2 1.5E 29 20 580 /MPORTANr!. R2 058 Rim 1 9 1/2 6 1646 1.11:441R1 BIG BEAM 5 1/2 11 1/0 2.1E 4 16 64 64 REFERENCE INSTALLATION HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 FE-2400 2 14 20 GUIDE FOR ALL FRAMING HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 6 12 12 DETAILS AND i-JOIST INFORMATION 81 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 53 RigidLam LVL 1 3/4 9 1/2 1.5E 4 10 40 04 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 --.gig 56 RigidLam LVL 1 3/4 9 1/2 1.5E 2 20 MAIN FLOOR J015T LAYOUT I'm pale ����� F.' �--� LEGEND: 66 BIGBEAM 3 1/2 9 1/2 2.1E 8 4 4 32 BT BIG BEAM 3 1/2 9 1/2 2.1E 10 14 252 SCALE: 1/4"-1'-O" (H ._-HANGER CAI-LOUT BS BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 1', �/ 139 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 ® -SUPPORTING POST J51 BLKG 1.75 LVL J1 RFPI-20 3/4 4 1/2 3/4 9 1/2 1.5E 90 3 6 18 2/0 108 & TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 3/4 9 1/2 0 a 64 J3 RFPI-20 3/4 9 1/2 30 14 420 R -RIMBOARD J4 RFPI-20 3/4 9 1/2 2 10 - 20 105155W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-P663 LB -LVL BLOCKING .15 RFPI-20 5/4 9 1/2 2 15 32 J6 RFPI-20 3/4 9 1/2 14 25 392 PLAN: ENGLISH REVIVAL 4-PLEX E-6(A)K-6(A) LOTS 1-4 .18 -JOIST BLOCKING JT RFPI-20 3/4 9 1/2 lb 26 460 CUSTOMER: POLYGON -I -JOIST GALLOUT Ja RFPI-20 3/4 9 1/2 10 4 40 PLAN DATED: 10/5/16 J9 RFPI-20 3/4 9 1/2 4 12 40 8 -BEAM(FLUSH W/JOIST) DESIGNER: KAMIL.HENDERSON PATE: 10/10/16 Accessories NOR -HEADER(BEAM BELOW JOIST) H1 THO 1 1 950-or-1774.5 34 BOO-BEAM BY OTHERS H2 HUCO1 G 1/9 4 H3 HUO1 a PL 1 6-3 9 9 (MAIN) SHEET: 1 Of 2