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Plans riS 3/67 - G?d S /3A -6 SCJ if144t1ri)ic*,- - LEGEND: / 6( y- .- -- ' �> v�\f i f,j\----;e"-;; :, SANITARY SEWER Pacific PLANT STREET TREES: S\Id pP� - _ �A �: rCommunity 2" CAL. KATSURA TREE/ ERS -�'�-' 't'"`4- ` `-- .--------1„-7" N --`D -- STORM DRAIN G �;� � � :� �, Design CERCIDIPHYLLUM �0 x „- „, r - , �y „.„,„. /.--- - i� v -w WATER LINE -�l / a i { /i 12564 SW Main Street JAPONICA, TYP. ---- ; �� -- ” s' C� MANHOLE 5 4 S oR 9�zzs �� --y, ,, / y ,,�' / f3 hi, 't 1 \ -1 [T]503-941-9484 FUTURE CURB AND GUTTER, TYP. " `✓ ' , - � y\,\\\\ \ `. \� \\ CATCH BASIN DATE: ,D�D3 2D,6 __- "✓ :� x'` fi. u,✓�/ / �� �� �� / �` ,� \ \i ‘\ STREET LIGHT , REVISIONS o „„-,' �'/ :-` '282.3 __ / , ♦\t\ "\` -' ' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 10.00' " � F�/ r / I t. % i \\‘,\ , \C ( EROSION CONTROL LANDSCAPE TRACT _r % ' ;% \ \ t ti\ ! , - t� / -- STREET SECTION, SEE = / I �� �� X85Cill -\-71-50'-,8-- -- �••- ,: 283 5 --- ---31-51,-(111101P '` , 1 X, \ `�;,ti CONSTRUCTION DOCUMENTS PUE �� 'iv/ 1- ii / / I 1 \,� � �� �. ,� �� _ �' 15.13 I I 1 t 1 .% 19.11' — — — — — — — — �� j �1 'ice �` SETBACK SUMMARY x j,. 1 "` 6 �1 1 it 41 •�1 ` \ FRONT SETBACK: 12' _.. 1 I I r --- ---- -- -—�I ----,,r Z I •/I \ REAR SETBACK: 10' "�,, `r' i'1j ) / $I/ / COVERED PATIO: 5' ;� -_ / j" i 1, -180 1I / 184 'i 1 ; SIDE SETBACK:* 0 ---_,-....----% �� -:r 1 1!� ,� 0.00' 1 18 183 1 j1 1 �� \ • GARAGE SETBACK: 20' Y �/ �i 10 2,071 SF 1 -° �1 PORCH SETBACK: 8' E j ‘a l `,a: 1\ ' BUILDING: 181 r IIIc I ' \ \ H Q I I 1 `"� I``' / — 5PLEX-E7A / I= I /' / * FIRE CODE SIDE SETBACK: 3' " " It % �� I _ �� ( 11 �, v I UFF=284.7 -`- I` _ - - I ', ,i�� / / T`x :T Io \v, ,::- %� TRACT 1 ‘ GFF=275.7 _ I __ — _, I CD 1 l/ I FRONT _ — I, ', j'; I I GARAGE - __ , _ / LOT COVERAGE: ' 1 \ ' \ 78 o } 1 • 1 1 1 1 --- I IIII I _��1 I f � LOT AREA: 2,071 SF RIVER tt � " � I _ .-J — — _I _ LIJ ' -= o 20.5b' _ T _I _ 1' 11 BUILDING FOOTPRINT: 655 SF TERRACE �, ���s % 16.13' — - - - - 1 j `Y 1/ ; ,----1--\\-- 6.00' / — — ,�,� — — — _ 't,N714 0 0_ PUE -D......_ j1/4: mos e �rwe•a �►ww�* ��mow_ ��r �l, a 1 -:, _•� 11 1 i` a COVERED PORCH: 11 SF NORTHWEST j 2p'4 ` I CANTILEVER LIVING SPACE: 19 SF O /� I 1_..– 274.6 ! o i 1 * 0 75.9 x.:‘ .�.__! ,-.l_ -. r. r. ._.T 1 �� v / COVERED PATIO: 0 SF P _ I .. __.._ _ = ✓� 'r WATER METER _-- _ �, M f - h N DECK AREA: 92 SF wig `- _ ___ S 1 LOT 180 , �'' \ ``'�1 I TOTAL COVERAGE: 777 SF PLOT PLAN 11 �:, \ s SANITARY LATERAL _..__�_ ..___ as —f ___-._____________ VISION ' - , .--- STORM LATERAL 1 CLEARANCE --- K�. 37.5 % GS_ q, SW AUBERGINE TERRACE TRIANGLE -- I IMPERVIOUS AREA: 1,028 D_ ISF . 32.00' s / f o5,7,,,,,, x 1 , � / , Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 �'�/ -h 40 0 PROJECT NO.: 395-037 o C Date: 2S1W6 ( TYPE: CONSTRUCTION / Initials: 1_� REVIEWED BY: PRE r. LOT 180 (R-12, ROW HOME) SCALE 0 0 10 20 co RIVER TERRACE NORTHWEST Q1 INCH=20 FEET Z 13296 SW AUBERGINE TERRACE " 2 ( -',2o/6; --,nD 57.2 r) LEGEND: / `l - l % '" Pacific , \ ' r -:�s SANITARY SEWER PLANT STREET TREES: c•)\14�� QPM t x �' e /% 1 ! Community ;,' r �,: .�~ �` -� s STORM DRAIN rt 2" CAL. KATSURA TREE/ �GEF�SR „ --„,,,------>-,,,--,.--- \v - "� -- Design CERCIDIPHYLLUM . '” t` �` 564 SW Main Street jet WATER LINE 2 e _ JAPONICA, TYP. ;�. ' r. l % 1, A\ ' \, s �v s MANHOLE Tigard,OR 97223 / j y. V / ,� [T]503941-9484 FUTURE E CURB AND GUTTER, TYP. %' %�/' ✓, iy �,, 'Fk `\ i ` \-1 \tj CATCH BASIN T DATE: 10/03/2016 �- _ �a �r_� tl `\ �� STREET LIGHT )\, ,\ ` 4 REVISIONS -- NO. DATE DESCRIPTION G 282.3 ' / �I1 \ �; � t STRAW WATTLE PERIMETER 10.00' .r - �,. ' . A v , EROSION CONTROL LANDSCAPE TRACT '- " ,, -- 1 -- r � '�• / \\ \ V ,\ . \\ ' 5__ © STREET SECTION, SEE 3ti •• ------- -sr I \ � \� U:,, 4 CONSTRUCTION DOCUMENTS a 7.50' , ' �, 28 \ ..----- ‘, 7 \ \ , A �. 15.13 I I ; � � / 1 ��e , .,--r,.:- 1. 19.11' _ \ - - - 1 \I / j` i `` \ 0 SETBACK SUMMARY � 1 1 _,,_--- L- -- - - 1 r� _ 71 \_. 1 ` \ \ FRONT SETBACK: 12' -.�' a ., e,\ d r v- -�1�_ Z '1I \ REAR SETBACK: 10' .. -" - _ 1 IG I� X 1 II / COVERED PATIO: 5' ----/- � % . _ .\ ? 0 184 1 ' 1 V SIDE SETBACK:* 0' cc, 18 j -f 1t 1 t \ / 0.00' f 18,ij 183 I 1/ '\ GARAGE SETBACK: 20' �VC ,J, �` �1 1 �� 2,071 SF i - �; V �` � PORCH SETBACK $:.: 1 1I BUILDING: 181 II 1 I j70' \ �s i � "' * FIRECODE SIDE SETBACK: 3' ', `1 �1 �� 1 i 5PLEX-E7A i II // / T ;.T H i \. 11 I UFF=284.7 4 I _ - - /' ,, { `� I TRACT • 1 / o ' = 1, I 1 GFF=275 7 _I _ .� 179 11 ' '1 1 ;� i 11 M �. ` 1 " FRONT _ I _ ' ' 1 O I I.) 1�\ GARAGE -____ LOT COVERAGE. 1 ' 1 {, • r— -- 78 1 It y5 1. �� it i - MII I ; � i O _ _ i �t 4.42', 1 --- - -_1 -- ' __ `- I V : 2,071 SF `\ I IIS I i I ' E 1 I r LOT AREA: ° �� 11 f;_ J — _�� _I _ 1 1I V ; f, RIVER = t �°,'' 1 / •' 16.13' 20.56' -f- _I _ - ►� q ' I ' BUILDING FOOTPRINT: 655 SF TERRACE - -n- - 6.00' 1 _ _ _ _ - - - - -_,,___ - ._ 1 ..,-� iI - °� PUE -- ? ,. -- 1i .�,/��►r ■ ' ' �I a COVERED PORCH: 11 SF 0 0. � _ �_ e1 _ t i firT1 ill 11 I NORTHWEST ��o j* I 0 - / 1 "20.4' F i — CANTILEVER LIVING SPACE: 19 SF 1 -- ,274.6 . -----6 o '• / ® "+ \0 I 111 c% 275.9 /1 v+ , - -/- I v COVERED PATIO: 0 SF os f aT` - % � z �WATER METER ; ; �� `� '" DECK AREA: 92 SF " _- _ ,` _ LOT 180 d co i ~ 1 `� � � TOTAL COVERAGE. 777 SF PLOT PLAN t r a `. �ySANITARY LATERAL F \ Ia \ _...� -- -_ — - - s _ ___.__ VISION m I STORM LATERAL CLEARANCE - 37.5 % ,` - �"" SW AUBERGINE TERRACE TRIANGLE ` ! _ „---7 1 IMPERVIOUS AREA: 1,028 SF c�c� - t 32.00' 1 s �__ / V1 ^" ....-mss \ - N _. U V-44------ iii `jam a l .� . . % Ewa J^ 0) - .ys` 3 RIVER TERRACE NORTHWEST (503) 221 -19209 Approver.:" 1 PROJECT NO.: 395-037 o Cate: fs1 1' a nine 2S 1 W6 /,�J/c/ic REPS: CONSTRUCTION `-"� ? y� SCALE REVIEWED BY: PRE co Ol LOT 180 (R-12, ROW HOME) Initials: �S o 1., 20 ,- RIVER TERRACE NORTHWEST p 1 INCH=20 FEET Z 13296 SW AUBERGINE TERRACE MEW 45'-0' 1241 1T-101R' I 71-0 VT I 12'-1' 1'7 5-0' I- 2,-T I 4%-0' V HI V, //Ad 11F11111111111113 . g y a imir FAAi IN irt: .1 t inmum criirit'.4-F,W,k1AsirsAii;;:iiiii. 42 2:. 4 II n ev a_GEri....v: i.,- . $ 0104P1rd 1 1 LI A VA" gl,i 614001614j- minlilli A •,..- i 12 \I1 $ ILI1 9 2S ��,ii1I !InIw �rJ�_II *423 ri- 11 1;1 ill rig imPidlii . N 0 qIMira,-*,-' !I N5) -17 ! 2 ua1Ii ..'.ill.. 4. Uri '� !I pay -.Ii u 4 '•.'- ds rw w MORD•a • rUntIFIVII ` • IV Arg " 4 H I �A�uIi1I1dE ii ,`41111191.11 �_.i-. II al 0 r�..■U•. " .M 1 ` 41 - 8 II Oil kol) . ripliprrippillillj —r 4 4 A - AN 1,40,,,,,..,,y11.. , •_ tiA#tivr ...--i.,;,---,,,Iiiiiim 1 F-I I ' j/ ' . TA 1/7 .�r � / R , ° .r.ria 21'-? 4.-0. I 2'-01 1T-10 1rr 1 �TO lir 17-1' ¶1" S'0' 1 ©Copyright CompuTrus Inc.2006 BUILDER. ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON 07/12/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE. REVISION-1: ENGINEERED STRUCTURAL ENGLISH 5X STEP LOTS 180-184 DRAWINGS STION.B BUILDING FURTHER t. INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING ' um r ENGLISH REVIVAL Ili -EIi4 kEX / LOTS 180-184 DESIGNER/ENGINEER OF RECORD TO O M P A N Y REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. & TR IJ S S \ RIVER TERRACE 0.088" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 20"OPEN WEB JOIST©19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE ,, <START FRAMING HERE 6, ,START FRAMING HERE ) <START FRAMING HERE G <START FRAMING HERE 0 0 0 0 0 7.,..-- IBM40] __ _JBM6 __JBM6 _ _ _JBM61 _ /BM401 MI c��-'� a .-I-M1 JRM11 II - - - IRM'] �Mt c-�-���7� v- II RM1I RMi IIF- _ - aRM7 III. -`- - w cv. ___ _ _. 4 -Q--1 =��. — �I��c=fin A.a��ll-�_ } I -c--IIS- K _ I , p i— ;, MIA '! IM -� o I III - - In o o I� I _ - - III T i1 { o I m m • _.d 4 Il�r o II 'z II 4 4 II- IO LL LL 1L LL LL LL _ p --_ IIS 2 II II _R9 I I lose8 gco to @92-1 15 > Ilm f m�l a 12-�J 15C7 II®� 4 4 i�121 -15 II� mi giglig � J I I � qh0v I @13-0-00 III a m r a II , a d IU 'a m h I. a_ F05I I I z�II__a_ VW/MR p- I F05 a• �� ICI n IN °O.: I {fin a I -, - V b s -dll A ILS (I I � i'il I _ _ I1/ fIf I I N'I:: O r ! b - a e 9ii P _, II' I. , "I, RM1 R'1� I (g)` l�U' III I R e {f! ] I 1 L O!° RM1-I 2 I IV m 6 `n _ ,^., (]�/��f� 911 IIP OL /� �1 RM1I II ,v' I.® ail° q . 4 °I K I® 4 ,r�1 ! lam/ 9 i r t I I AQ _ _ @ I.. QA II _ 1"01 III , III - it r IIP a —� - —TIII IIP ® m BM2ihul Jf_ _ I ` IIIM2 BM2 III _ d a 'ID a -b rpt—®�, I I I_�I I 011 is T ,�q e u A ! • RMI - O a `LC D a I IIc O Ipi RM1 IM Ao t Ir. E IIS II I 2 16 F 2 I I 11 E -I L2 1 . _y Iii,f 4 • I MI RM1[A ��RM1 co N - 'M1 � -- .4!„.1 5 1-0 F_ L, i II,ma Rd p I a o �r �� _ Mil gm filufl" cc IRM1I i . ,R., cc c7 cLC a 0 a 0 a 0 w g U O U co cc cc O W O q 0 N O a . 3 . 3 a N N w x N W \ W t + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 180-184 BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING' Pacifi umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL16-296 UPPER40 LL BK1=BLOCKING BM40 11-00-00 1-314 X 20 LVL 2 4 = BOARD 150E & TRUSS COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 REFER TO STRUCTURAL PLAN FOR ABDITIKNAL POST BM6 10-00-00 1-3/4 X 20 LVL 2 6 REM BLOCKING REQUIREMENTS TS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 8M21 5-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 1-3/4 X 20 LVL 2 20 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 11. ���p'1, el BM2 4-00-00 1-3/4X20 LVL 1 5 ACCESSORIES QTY IIIl—�—`I/—��I RM1 4-00-00 1-3/4 X 20 LVL 1 3 1 FLOOR DESIGNED TO MEET OR EXCEED L/400 DEFLECTION CRITERIA I BM244-00-00 1-3/4 X 20 LVL 2 3 RM1 3-00-00 1-314 X 20 LVL 1 3 HIT420 86 RMI 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 RM1 1-00-00 1-3/4X20LVL 1 6 1-3/4x20 LVL BLOCKING 71' DO NOT: Loosen,remove,cut or notch 0 HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. C PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN CONC.STEPS GONG STEPS GONG.STEPS GONG STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING FOR PLUMBING _ R1 MI. - 5)PROVIDE PROPER SUPPORT AT ALL • 1 '--_:::�.�II 11i I.+.+G��__ �ZLi:i��ll IU1 „ 1 ,, ,, „ B ��i�ruiiamaimil 116,, „ „:LE�i , „, , ,,,�i-er+u�i�Il 11� =- —�i�eiiii SHEARWALLS i' ,: ill ill :1 { „„ ,,,, _,.,.. ,,,, ,.„, TNlS/5APLAGEMENTPLANONLY' i :: i f , �� 1 'il !! This layout is to be used in conjunction with L . „ , ,, , .. . ,, Arch'tectural/structural plans.Verify alt (: I'', ! '. 1 [,,, I ! 1 ! ( !I I', !. -- I shear wall blocking placement and connectors - Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING out prior to any construction. PONY WALL PONY BALL PONY BALLa PONY BALL PONY WALL y - DE5I6N NOTES: THIS FLOOR SYSTEM WA5 DESIGNED TO MEET OR r EXCEED THE LIVE DEFLECTION CRITERIA ***DECK CONDITION** OF L/430 FLOOR LOAPIN6: 4Opsf LIVE LOAD 9-1/2 RFPI-20#16"O.G. 9-1/2 RFPI-20®16.0.G. 1 91-11/2 RFPI-20 0 16'0.0. 9-1/2 RFPI-2O e'1 5°O.G. • 9-1/2 RFPI-20 @ lb"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEPING AREAS: 3Opsf LIVE LOAD r IEIR� - - R' { '� .Il Rt ;J �1i ( I :C�AR1 —�--rte' 12p5f DEAD LOAD lla.,y II _ DI'- ---T---.1 II ll 11 1 1 • tl• 'I I '� I I I 1 .1y ROOFLOAD/N6: 25psF LIVE LOAD R1 II I r 1 ( II : I 3 R1 1lpsf DEAD LOAD !I ',j it ( ! II I I, 'I j 1 ! I • i l rI__.. 1 1 il R, '- � Jb .1p 1e Je 4 I 11 I I� i, Il .la J9 Ja ..;?Hi .�� 11'111 -. J�li 9 �1�_RiI i l 'I ii i ! iiI1 ! .i I '4'1' III I �1 p b i'; 1 hII a, ti �I JB J1 Ili 1 i.a,,H�� ."� �I ��� I) i t �� i i 1 I I Il W Ri HDIt1 S : p 3 T I : J 7 1 1 Jl h !I< h 1f ttrt ft.._-T' , ( v R1 p-� =G :,1,'=.— !I ew e 1s ' j n , � J, J 1 arj it 1 111 11' 1 1 I I __ 1 v_to / Q VI R2 I � li 11 1, d II 11 iiiki 11 I it 1 1 11 ') it (. ! !I R2 Z @ �;��� w� A a 1 - l I i 1' ' - t I II ,I ;� ! rI1 -es RI 3 II: .` ��1 1-J IC�3 • ! 1 Rt RI I iii ! Rl R1 • ll ! 11 BI R' ! �- �• w...w. 4nw.retwl Bill db ! R1 Rl fti I (; i I� R1 R1 ! i Rt it I � l• i it J� BB II 1 it . I i I II I I' 1 1 1 I I I I ! RFPI BLOSKN6 PANELS BTH BEARING BALL ABOVE 1 l li I I II ! _ it ! R1 I '1 !! I ' 1 1 i iII 1 t li ' J' R2 I II 'I ! h i } B il £B l .�6 b af' -1,t Jk '' "_ I (HDR t R9J� ,-a 1 JB 7. �... HDR 9 �!' J4 -• li rill—R :�---- f I! : 1 ,f: 4 Li I Ij I '� ! RL I 1 ,I,' 1 .-: : !' ! Iii' 1.1 3 3 _. _ ` HP I! I ---- 1III� BEA121.....R.EA OF BLOCKS 1 t, j 1 ARI • 11 Bs �IIi I Y0 p _ hl ¢ a � . r1i. a^ a a J .m ai. J :j3 J J !Bq 3 b a J? -e Jb e: 1 CAA. e dV I ',, :,: lal .. I ::,I r ,' p i 3h el !j il �tIl aI� �' ^. 1 1 19 1 e BT 91, i�B+, ay! { (an n lit- „ , �� R2?‘' Ir'' ''', j HHLL 11 1R2 ' iti .• �...L J... I�_ .i -.-..,.1.•.ii LI .-.. H3 i{— l„ R3 T NTS. S I .._-1 ,yN B3 B3 ® 1� --es- L �y I 4. V bp I IMPORTANT.! I- ....FOLLOWING MATERIAL LISTCOVERf EITHER CONDITION.... PL 16-296(MAIN) fl-o s O-16GUIDE FOR ALLLFRAMING, REFERENCE INSTALLATIONAMMING ING, OLTDON ENGLISHREVIVALS-FLEX E-1161./N BLVA) R Mrka P Natalia HMO Depth Grade ow cutLtn Teton DETAILS AND 1-JOIST INFORMATION R1 1,5 LVL Rim 1 3/4 9 1/2 1 1.5E se 20 l60 R2 OSB Rim 1 1/2 l 16 112 HDRI BG BEAM 5 1/2 'IIB 2.1E 4 16 64 HDR2 eaecade5.L24F-V4 3 1/2 10 1/2 Fb-2400 2 14 26 LEGEND: HORS eaeced11LVL F-V4 3 1/2 10 1/2 Fb-2400 9 12 106 B1 DIGD AM 1 3/4. 1/2 1.5E 3 4 12 PacifIcj.umber �� B2 RgaLem LVL 1 5/4 1/2 1.5E 4 2 e MAIN FLOOR JOIST LAYOUT (H Y-HANGER CALLOUT B3 Ri41Lem LVL , 3/4 1/2 1.5E 14 10 140 �.1Ba �e BEAM 3 1/2 1/2 2.1E 2 6 12 SCALE: 1/4”- 1'-0• ® B5 BIG BEAM S 1/2 1/2 - 2.1E 2 12 24 -SUPPORTING POST B6 BG BEAM 3 in 1/2 2.1E 10 4 40 B1 BG BEAM 3 1/2 1/2 2.1E : 22' ,a 506 & TRUSS COMPANY ® DDEA -POST LOAD ABOVE B6 I6EAM JB1 ID 15 LVL 3 1/2 1/2 2.1E 2 ,b 52 9/4 1/2 1.5E 115 5 354 ROSEBURG FRAMING SYSTEM' R -RIMBOARD J1 R11.1-20 3/4 1/2 9 'e 162 J2 RFPI-20 5/4 1/2 11 6 >e 105155W ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 J5 R11I-20 3/a 1/2 14 546 quality engineered woad products(wiodaysbufNJer.. LB -LYL BLOCKING J4 111.1,20 3/a 1/2 S 2 10 20PLAN: ENGLER REVIVAL 5-FLEX C-/(A)K.--1(A) (LOTS 130-134) JB -JOIST BLOCKING J5 RFYF20 3/4 1/2 - 2 16 52 PACIFIC LUMBER COPYRIGHT2016 RIGIDLAM-LVL RIGIDRIM CUSTOMER: POLYGON J6 1,11-20I-20 3/4 1/2 14 26 542 These plans and the designs are copyrighted under Federal Laoal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT J7 RFPI-2o 5/4 1/2 26 26 676 The plans may SLED re-used or copied,In whole or part,without written permission from Pacific Lumber ROSEBURG WREST ntooucn to ai.GweDIrpaoDucin PLAN DATED: 6/26/16 JD RFPI-20 5/4 1/2 12 a 46 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH w/JOIST) J9 REB-20 5/4 1/2 - 5 12 60 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or DESIGNER: KAKI L.HENDERSON PATE: 6/29/1 6 NPR -HEADER(BEAM BELOW JOIST) Accessories copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that IncludeRFPI JOIST HI TH01,950-or-111,15 45 penalties of up to 620,000 per work Infringed,and$100,000 per work Infringed willfully. BOO-BEAM BY OTHERS H2I-0001a Ixa1 1/9 4 H3 W410 10 ROSEelehe 5 PL 1 6—2 9 6 (MAIN) SHEET: 1 of 2