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Plans (89) l 7`i'i' 5w S`r€ L1 , l/ /7Si.,767/6, - 7 7�3 D — , J — L— / I _: • I'' _ i; I LEGEND: I — — � - � ' .) SANITARY SEWER :a Pacitic �1 269 5 I 23.0'L_ I' 277.4 ca �j ter^ �m - �ili �i.Y�ll�. 0 ����PJi4' �� - 7 t 22 `t a1 �i' ' = EJB c., • --� �~'— ae`y� � �1.274'1 � ��u�id��ii a *� ess / '�Y m‘ � � �� �.'"i � �,�i '��ti� �- � ,, STORM DRAIN Community . _ . .... � � ��. I It WATER LINE STORM LATERAL �15 00' __-__-- IJ MANHOLE 2564 SW Main Street Tigard,OR 97223 l 21.17 [T]503-941-9484 — \ 21$. E I CATCH BASIN I DATE. 12/01/2016 — I / 1 D 1 n j. STREET LIGHT _______ — --\---- ® SANITARY LATERAL ! REVISIONS �- I I J ri--- -T-i __:),c= STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I 121 ' �/i� � IG EROSION CONTROL I PLANT (3) STREET STREET SECTION, SEE 4,008 SF I TREE: 2" CAL. s 1-HR FIRE BUILDING: 3413.2AD i [. CONSTRUCTION DOCUMENTS I RATED EAVES L1/41+: FF= 286.1 i1 I /� j GOLDENRAIN TREE/ I �� :�; �r KOELREUTERIA I I BFF=277.1 /f,I Q, I.,, Nr-ti$o C_'1 PANICULATAI 70 I -` 8.00' SETBACK SUMMARY 3.00' if 1 I ___� i FRONT SETBACK: 12' 119 �... — — 276— i I-, / /` SIDE SETBACK: 5 os— — 278 - - —_., i \ STREET SIDE SETBACK: 10' __ _�..... L—. I ' GARAGE I ! i ' i 7. + _ zso Q IQZ REAR SETBACK: 15 I� , 1r PORCH SETBACK: 8' __ f C —_... 282._ f t —+ _ N _ I ,PORCH ' ' 2 LnTi_ r 284 d T — im- "elO 4.00' r ---- I I n L------_ ---- l I PUE /° _ � ; —�— — I _25.90'— -21 83 '' I i 1 I 0 6.00' I I — I Jl 11 ! °' - -- PUE ' - - - - - • f'r SIDEWALK __ -- 19 i ,fes � 1 S EWA K � - - � t 1 � ---_ . �� 283.2 ' N - LOT COVERAGE. •® � 1 ,' VISION - LOT AREA 8 � v � %� 4,008 SF w Yy1 ��1_ _ 284.3 -- i !f CLEARANCE RIVER R GL r _ T IAN E 1 I BUILDING FOOTPRINT: 1,469 SF -- TERRACE IN a _ - 'a 1-T SIDEWALK ; I ' COVERED PORCH: 89 SF WATER METER - _,, ,�.----- ;A PLANT 1 STREET - its - 4. 1 NORTHWEST TREE: 2" CAL. vT a -ti�� CANTILEVER LIVING SPACE: 0 SF - sKYCOLE SW SHADOW TRAIL STREET -- - m i ` O -as \ 28.00' J �,� i �.- --�` z I M HONEYLOCUST/ I X284 SS 55 w COVERED PATIO: 0 SF _ B GLEDITSIA ss \ �, > • � — s Q 1 `" ,�`� TRIACANTHOS ..-----_—__t - r , : DECK AREA: 87 SF � _ : y INERMIS _ " .�� �: I \ LOT 121 LL --co "_: .,---~,�"_--`,\ � _ _. �, - N 1 1::," N 3 TOTAL COVERAGE: 1,645 SF AN w \a}_\,_ PLOT PL o -7-1 �\� Q I t i 41.0 '2 a — t / - - cn IMPERVIOUS AREA: 2,350 SF -:,::7-7-1- --- -7711:e:ft �r _ 10 n y —rte I I II In7 „ L �\ f • 3 Approvec IE! Pi nning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /c2//J{ ) „^ / PROJECT NO.: 395-037 2S1 W6 - TYPE: CONSTRUCTION Initials: i.--S SCALE REVIEWED BY: PRE LOT 121 (R-7, MEDIUM) 0 10 20 RIVER TERRACE NORTHWEST 17494 SW SHADOW TRAIL STREET 1INCH=20 FEET - IIMIIMMIIIMIIMMIMIIMIMMIN Z ROSEBURG FRAMING SYSTEM PACIFIC LUMBER COPYRIGHT 2014 '" "'"'"a ., ..'° R (Iqualify engineered wood products for today's builder' " w° I These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. w"v 9LCGK AL` The lane maynot be re-used or copied,In whole orpart,without writtenpermission from Pacific Lumber A�) 0 r'sFaT ONAewep RIGIDLAM-LVL RIGIDRIM- r�a..:;r'.� I ro sene,Ne eE�on Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other DEAR AREA FLoccs p y strictly prohibited.Unauthorized use or '� "'° rEa oer�L,e. „ productof these other thangrightsig s underde the an yrROSEBURG.TORSO PRODUCTS ROSEBURG Ros[3t reopuers 'E.' -`\` I� BEnan�APOST OF BLOCKS copyingenaf up $20,Infringes the 51Act.InfaceliabilitiesthatIncludetoworkand worK Infringed willfully. 104 BE o ror�r�o E4 RFPI-JoisT �.uo/►'-1• ,-it R0.4eURGROAES/PfIDYCiS (Ifr, I n °wane CONTRACTOR NOTES: PES/6N NOTES: .mr,°w°,N.�.,�..<.° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 """"""^""'"`°,4"':''"°n:w MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD izFPi sLockm6 PANELS NTH 6EARiy6 rvALL neove POET LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NTS. NTS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: START 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START SLEEP/N6 AREAS: FRAMING FRAMING THIS ISAPLACEMENT PLAN ONLY. 3opsf LIVE LOAD HERE Aris itectuayout is to btr used ur in con Verion with 1 2psf DEAD LOAD (DOUBLE)1 1-1/8 RFPI-20 @ 1 9.2"O.G. / HERE shear Architectural/Structural place plans.aVerify all 10\ (DOUBLE) 1 1-1/5 RFPI-20®1 q.2"O.G. shear wall blocking placement and connectors. ROOFLOAD/N6: 1 2" 1,,,,,SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® Purchaser responsible for approving this 25psf LIVE LOAD 1 B4 ` 4 prior t0 any construction. 1 p f DEAD LOAD i I __:.:,� I I� J�st it _ t" a-- ,I ...,1 ii _._i B4 sou r n c T s ,Ii i it 1 1 i f I. I 11 I 1 y ! 16 1 '�— _ 11 r I+. '• 'i 1j 111 1 1 it ill i 01 II III II I I II' II I iii II111 I li !11 1 l I i1 II,t i'' 11I. Ill IIII 1 11 II i 11. 1, 1 ,, II liiII 1 111 1,1 , J3 JO J, 3 5 J J3 3 _3 J3 ] .� •3 .�3 J- 3 .' J .I3 .fS, 4 1 1 I13 ;3 1 II J3 J3 .� J': 3 J .�3 �3 -3 J3 ,: �: .� c ��3 •• ,1, J 3 J3 13 3 1 ..3 yl III R1 I 11 II I1 11 I 1111 I li 1 ll i' R1 I 1 II 11 IIII II ii i' I! li 1 1, 1 1 111 I1 II j I 1 it li ii I ii i 1 11II _II I I II _ ..'..u. L_..,L.L_L. II' 1L . .ail. II._. II ' I IL_ I __ ' ,6:41'1_ u I II I II_ I I Ili . J�T 7 ---_'r >r 1,,T- r 1 -_7 1:11 7.-'1 _1.1`_.. i _ 3 I 1! 71fr Y` 't 'rr I 7Y_. -r---_-iT r iF._-_�_ 111 ---fR 1 Il R 1 -15 - .15 J J5 II 11 R1 R1 1 1 R1 , 1 it B: JO ::5 11 -.1 R1 41 1 1 11 1� 1 lR1 c J , .. R1 h • 13 r I il�lUdlalMi ul 1 _�R 1'. I�I�lai , iali 1 1 br ll I� VIA '.rib �;r I' it Jii Jiff II 1 11 11 1 I jli , 11 it 1 1 1 J•? J� J Je 12 '1 I' I, a MB 1 ii l I; 11 111 I i ii I i l l 1 it to 1 1 10_211„,„._C%.II 4p la Ai i PORCH I — PORCH /MPORTANT./ I I REFERENCE INSTALLATION 1 1-1/5 RFPI-20 0 1 9.2"O.G.--1 I—1 1-1/8 RFPI-20 0 1 9.2"0.C.— GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-403(MAIN) LEGEND: POLYGON 3413.2 ASO BASEMENT WITH JOISTS Mrka i Materiel Width Depth &rade City Gat Lth Tot Lth Filler blocking is not structurally required provided both pacm p.\.,. umber 0._.HANGER GALLOUT Jt RFPI-20 3/4 t 7/6 3 6 18 I-Joists are continuously laterally supported b J2 RFPI-20 5/4 1 7/8 6 14 84 connection to the sheathingat the to flange.In & ® -SUPPORTING POST J3 RFPI-20 3/4 1 l/8 44 20 880 p g TRUSS COMPANY J4 RFPI-20 3/4 1 7/5 4 2 a addition,the joint in the sheathing shall be positioned `: e -POST LOAD ABOVE Js RFPI-20 3/4 1 va 15 4 32 over the center of one of the two top flanges to assure ... R 1 055 Rim 1 7/5 9 18 144 -' shear transfer between sheathing panels. R -RIMBOARD B1 BIG BEAM 5 1/2 1 7/8 2.1E 6 6 Bz BIG BEAM 5 t/2 t ve 2.1E t 6 t6 / 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)555-9663 LB -LVL BLOCKING 53 50 BEAM 5 1/2 1 7/8 2.1E 14 14 "a%w. JB -JOIST BLOCKING B4 RlaidLam LVL 1 3/4 1 va 1.5E 20 20 ..� 2b+0' z-,a %'•T PLAN DESCRIPTION/NUMBER:3415.2 ABD BASEMENT WITH JOISTS 55 RIgIelLam LVL 1 5/4 1 7/8 1.5E 14 14 , M,� Mu M�" M". M� «� M," M� M�" CUSTOMER: POLYGON J -JOI5T GALLOUT 58 RIgldLam LVL 1 3/4 1 7/5 1.5E 4 4 DBL I-JOIST WITHOUT FILLER CONSTRUCTION z ,e z ,e z m z za z za PLAN DATED: 11/23/15 J51 BLKG 1.75 LVL 1 3/4 1 1/0 1.5E 25 3 04 B -BEAM(FLUSH w/JOIST) DR -HEADER(SEAM BELOJOIST) Accessorise NW r 30 z x DESIGNER: KAM/L HENDERSON DATE: 11/2't/15 H1 MIT411B5 21 BBO-BEAM BY OTHERS 142 Mlr t 1.38-or-1771155 26 FL 1 5—4 O 3 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM'" " , a PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's budder- ..,7;,...r uilder^ "rv2Ww °^ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. I The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M� rca ,I�II ij� Company,which retains copyrights to,and ownership of Che plans.Use of these plans by any other SOUP ewc"��� rows Frcon move ro eervruxs se�on. R°�•n,.axx. ixsrn��saysxe�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or pN(salro topEsr nizovaers raaealners roatsrsavvvafs °"°"""""" BEAR e M.rcx co in of these lans,Infrin es ri hts under the Go ri ht Act.Infrin es face liabilities that include seA11NG ARe"°F BLOG15 penalties of up to 220,000 per work Infringed,and 2100,000 per work Infringed willfullµ ee�ory ro rosr neove. ��IIM� RFPI�JOiST �" \" .�eraac roaarvaooacrs -�" I'!,0 i�y CONTRACTOR NOTES: PE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS <—.<. 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ".�-x"�".-,�,�,� �� (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ,�,���..�a��^^- 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RPM'BLOCKING"PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.r.s. 4)USE CAUTION WHEN GUTTING ,FLOOR LOAD/N6: N.r.s. FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL 40psf Lh/E LOAD 1 2psf DEAD LOAD SHEARWALLS SLEEP/NG AREAS: THIS 15 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 e 16"0.0. Architectural/Structural plans.Verify all STARTSTART shear wall blocking placement and connectors. RoofLOAD/N6: I I Pur haserr sponscol fruap roving this 2SpsfLILIVE ADD FRAMING I FRAMING v p y I HERE \ PATIO PATIO —__/ HERE I I j I; it II ii IiI 'I 11 1t---- 11-f-]-3'4-,41--, ,-, --.1)--,---,,' t----1 ---7------ri-L-L----' u J II JO 11 J'1 11 J'1 11 J1 J1 J�I _1 J1 J1 J1 1 "'111 I 'i il J1 _1 11 11 10 J1 _Iii J11II I J8 II 11 1 1 ..O J111 R1 i I �!I li I' R1 I I.I II l ti i R1 Si 'I I1 11 1, JZ J2 J12 J2 J¢11 IILI¢ 42 _ _ J2�R 1 l Ii J5< ! 1 I II '' 1 14 I , I I I II coligliII II I ! li I I; L — -2 ._. ?— I t li I �_ I I IMPORTANT./ I I REFERENGEINSTALLATION PORCH II GUIDE FOR ALL FRAMING PORCH I I DETAILS AND I-JOIST INFORMATION LEGEND: FL GON (Basement Floor) peon' umber �--� POLYGON 3418.2 ABD BASEMENT WITH J015TS ( H?—-HANGER GALLOUT Mrk+ Material Width Depth Grade Qty Gut Lth Tot Lth Z -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 24 360 BASEMENT FLOOR JOIST LAYOUT & TRUSS ":.v C O M P A N Y ® J2 RFPI-20 1 5/4 4 1/2 9 34 306 ® -POST LOAD ABOVE J5 RFPI-20 1 9/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0" R -RIMBOARV J4 RFPI-20 1 3/4 4 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 41035 (503)656-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD BASEMENT WITH JOISTS J6 RFPI-20 1 3/4 9 1/2 2 2 4 J6 -JOIST BLOCKING 51 OSB Rim 1 4 1/2 5 16 80 CUSTOMER: POLYGON J -JOIST GALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/2 26 3 18 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) .152 BLKG 1.15 LVL 1 9/4 4 1/2 1.5E 26 5 16 DESIGNER: KAM/L.HENDERSON DATE: 11/21/15 NOR -HEADER(BEAM BELOW JOIST) Accessories BBO-BEAM BY OTHERS FL 1 5-405 BASEMENT FLOOR H 1 iTH01 T450-or-ITT4.5 4 SHEET: 1 of 3 POLYGON 14"OPEN WEB JOIST @ 19.2" O.C. 3413.2 A(BASEMENT WITH JOISTS) PL15-401 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING 4 4 Products N PIotID Length Product Plies Net Qty 4 4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 [mi RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 HVAC RUN0"-''I RM1 7-00-00 1"x 14"APA Rim Board 1 1 ®' A®iI �� RM1 3-00-00 1"x 14"APA Rim Board 1 2 BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 ^,o ,o 0 0 BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L` LL LL w LL BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 �'I BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 42271---31000--000000:00--0000000 -00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 I BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 11114444 41111 1 111 BM2 21-00-00 7 X 18 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 `4--o0 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 .:M1 1 IMO! ! C 1 sma .• °ui0-0i i lk ' 'A aM• W lip ® O ACCESSORIES QTY LE ii IIJ iRM1I Q TH017140-2 44 /y i. 4, I © HUCQ1.8 /11 S HVAC RUN I I ®1 1x14 OSB RIM FOR SHEAR BLOCKING 25' I I BK1=BLOCKING FLOOR I OARING I p (p I RM1=RIM BOARD 40 LL I t1 0 10 oLL u- LL i ;,o ov vo 1 IRM11 15 DL I L iLL �2 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m m SHEAR BLOCKING REQUIREMENTS. SHEARBLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.1! AND I A I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA • . M '-- ---'=—'= ÷11' x —'_ __,A� 0 ! in r I• p (; II �� �BM6i II l �BM1% II 3$;14 I I i� RM1 1BM61-- B e moo' 6-08-00 z0 4 / � %'01-,_ / mo_i 4 4 Pack umber START FRAMING HERE \ & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 3 OF 3 34'-00 1. SHEET C1-C7 GABLES Sir DROP L 16'-0' 1 i 4 -4—.. .\..—Clgg.-.---.--p. - —r WI:12 V 10.4:1' b b V V V It) ,.....OD g 33 c €'3 .' / / / / 1x.91: 12 HU 1y�!� 1011 :11 IL� , s 1 NV " I I 12 I r 1011_,1 ILI 0... 61431 m- N GARAGE 8 /---// G w_ 12-4' i• 15-r 1?CANTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENT TO CACULATIONS AND PROJECT TITLE: ENGINEERED STRUCTURAL : `' REVISION-1: DRAWINGS FOR ALL FURTHER a 3413-A REVISED 11-25-15INNER N.BUILDING DESIGNER/ENGINEER ' ' I OF RECORDC ., RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING e / 3413-A / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO Q_ COMPANY REVIEW AND APPROVE OF ALL T R 'V t S DELIVERY LOCATION: ' DESIGNS PRIOR TO CONSTRUCTION. fi[ SCALE: REVISION-3: 1/8" = 11 All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.