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Plans r--7_K "7-7-:_ ,/6 —f70..57, l33/o5t //uteri, 147 r ""rPacific .-� ‘,1'� '� r' .r-'" LEGEND:EN �(/ \ --% -5S .__....._.- SANITARY SEWER i PLANT STREET TREES: O „,<'",;------ v ' `,,--, ,. / - r 2" CAL. KATSURA TREE/ S`N R P �� �" ' �' ' :: V / � Community 5�O / ,� �_. �� �` STORM DRAIN , Design CERCIDIPHYLLUM 0�� \ro / --,,,,,,Ni %i WATER LINE De R 281 3 O ✓r-' - r / , 0` \ / /�' �0 12564 SW Main Street JAPONICA, TYP. _ \ f MANHOLE —� J,� �/ / y'' / \ ,S' l Tigard,OR 97223 r / f - --- , i \ 1 Ell 503-941-9484 FUTURE CURB AND GUTTER TYP. >/ - ,' mow' 7 �; ` / �� `� w DATE: 10/03/2016 J -^- , -1;/I y 281.8 / . BASIN CATCH B / / 1e / I �v �� A\\\.\\\� � \ STREET LIGHTREVISIONS r I,: o >-- / �I 1\ \, °` STRAW WATTLE PERIMETER No- DATE DESCRIPTION 10.00' / EROSION CONTROL LANDSCAPE TRACT - ! --`- _'7,' , f '� �+\ .. . - �. • i„k / I \ i \. A\\ \,\. ;� © STREET SECTION, SEE 7.50 ' v / / +���/ �\ , \\.lf, \\� � CONSTRUCTION DOCUMENTS PUE '' , - q / I \ "���� 15. �\ ill / 12 00' t ,�; _._../,� e / / 30.45' I \ \\ \ a -y.� i —/ �, 1 ' s, \v A.. SETBACKSUMMARY .r.,� $ ci '- _ _ ..= �,eit �. ' -II F — — __-_L-__=. �i i� — — — — 7i -16 \--\ FRONT SETBACK: 12' ,, '~ I f— --- --- --- I"/ I I:� - -- Z N N N REAR SETBACK: 10' j, -_----_--_;--- �� 150 I -i / ( II I II II 7 / I = / COVERED PATIO: 5' r " •�\ II [ it i I f 1 11 0 ` 1,` 7 SIDE SETBACK:* 0' a1 cc:------,, �� " 1 1\ LI ,i 1 0.00' 11 18 t- 0.00' / 1� �►/I V ' GARAGE SETBACK: 20' �i a �` �� ��` � � ' = 18O i 1 4 O SF 183 84�_ ` �'� � /_� - PORCH SETBACK 8' 1l � 1 „ 181 --, / 1 e \, �'�� \t 1 i 1 BUILDING: I_ 1 I i / 1 t — 1 ��- * FIRE CODE SIDE SETBACK: 3' r , t �� I o 5PLEX-K7A '1�_ _- _---__ , I 1 _ v 11 RACT i 'v-a ; ------ �--_-- UFF=282.7 __....- —.�_. I ° T C I I 1 o N ( a �, i 179 t \1 �._I a. ._----- - GFF=273.7 03 ll J t't `f �, 11 I [; _i _ `"-- 1 FRONT __ I �1` 01 /' 0 78 ,E 1 "' GARAGE // LOT COVERAGE: i O �', `', 1—---- I --- If I— -- �I LOT AREA: 1,430 SF ; l �� y �� t _ I _ � 4 i i' RIVER LU �� ! 1 1� — —� 20.00' / — .1 f �,_ 1is _ I I ` _/ ;C _ _ —15.01' - C I �' f BUILDING FOOTPRINT: 563 SF TERRACE 6.00' _ _ _ — — �'- - - -_ � I � �� 3 �r i'J PUE — el — .+Mr �1�► — �. I ` I I I -qcsi \O.-. / i -� r�1� •�,—� ��,������.���� _�_:_,,...400.1... �� �_ + i ) COVERED PORCH: 32 SF NORTHWEST DO -1;1001 o 111-21-11---- -- t I _ 272.8 i -- CANTILEVER LIVING SPACE: 9 SF P' 273.8\ w ,: . / �\ ('771 o ---1 ` 1 7 ._. \, �% COVERED PATIO: 0 SF � � - METER .- t — DECK AREA. 72 SF r _ WATER M R I �, v f 1 ; ,/ j. .� LOT 182 Y.= f \ ,- TOTAL COVERAGE: 676 SF PLOT PLAN SANITARY LATERAL __..__-- �' ^� _ _ VISION 1 1 1 CLEARANCE _ - r 47.3 % ``-� -- n ""� ' SW AUBERGINE TERRACE I � �, TRIANGLE ..,, 0_ 1., t ,--r IMPERVIOUS AREA: 788 SF "d t os i t a � t -a \ 32.00' D X _ .. E . _i o V1 Ill �• a._ r l U ' f _ - � - �� � y" TY OF TIG RD i ti � - �. 4� ma � 1 Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /Q/s I (31) a PROJECT NO.: 395-037 2S1 W6 Initials: 7 Z--S REVIEWED EWED BY: CONSTRUC PRE CO LOT 182 (R-12, ROW HOME) SCALEON 10 20 RIVER TERRACE NORTHWEST sq 1 INCH=20 FEET Z 13310 SW AUBERGINE TERRACE / LEG D1 1.11. 1ire ,.f fru Axl „----" ,,,'%' Nfi _ SANITARY SEWER acif-lc PLANT STREET TREES: ,kk0 x f c esig3ltnity 90 OP• f � '` sr STORM DRAIN b 2" CAL. KATSURA TREE/ �5 FZ ,'i r ,- 1� Desi g n CERCIDIPHYLLUM AGE %- 281.3 �- ` / WATER LINE 12564 SW Main Street JAPONICA, TYP. i-'"" 4 ,-- / • 1 ` t C MANHOLE Tigard,OR 97223 �— i" y / / P� v [T]503-941-9484 FUTURE CURB AND GUTTER TYP. A// % --'1,.>28.-I-8-,! //- / ' % \ N l CATCH BASIN DATE: 10/03/2016 ,, 1 � --.� �`�63 / �� i V\ `‘ STREET LIGHT I i 11 { \\ l \ REVISIONS 10.00' .h,--r ,--- ' q f /•,,,, ..014 /I °\ - / ------ -- �; STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT -� �-=� 9, ,- , .0--:-..., t ti� � EROSION CONTROL - � _• _-•/l----/ # / \„dor °` \\\ \ / STREET SECTION, SEE 0 a \750 - / / CONSTRUCTION DOCUMENTS ,' r�r P• UE V . -� ;. - �� / 125.00' �� � �� ���� t t � �. d. • -!' �' 1� / / 30.45' \ 1 4, 1 t , VYI 1 I ��� SETBACK SUMMARY /,- i / -—— \,I 1 I \ j \. : � %1 ri / " i j _- --- — — — —�� i� — — — — — �i o v \,�v `\ FRONT SETBACK: 12' j..__ % i o o �I I j ---- -----• IIN_ ---- Z I N I N N N REAR SETBACK: 10' % -------.1-e 1 I 10 1 ' 11 / 1 u` / \ \‘‘ COVERED PATIO: 5' �, , 1 :, - II 1 „ SIDE SETBACK:* 0' �; i ► 1,� I 0.00' --/—--.1 0.00' I I 1 I, / 1A 1' 182 ( GARAGE SETBACK: 20' 1 E ";, �� It r.� I 1,4 o s 183 '84_ �: f PORCH SETBACK: 8' \� 1P h 1 I 181 181 z; 1 1 1 1 / ' 1 ; BUILDING: I J` 1 /1 * FIRE CODE SIDE SETBACK: 3' ‘, - `� 1 I i II _ _ ""o f 5PLEX-K7A -----�-- - _——_ I f t i T, �._.T } 1 � RAC T�� I � UFF=282.7 4 _ I 1 ' i �1 ( \ � 179�t % 1 y ►1 I _ _ G FF=273.7 ' ... — 1 lgm, - -__ ---~ I FRONT _._._� - ; 1 l \; 78 11 �\ �. o ,; T GARAGE \i i 1 --- ,i I --- I - -rl-r I......n - _— II j / LOT AREA. 1,430 SF 1 • 'l �v \' �� II_ _ L �i —I — 1 II f# RIVER LU 1 --11/77:104•211.—W-W-250:15;Ipa".%:4•411;11W1171:111:04.4,, — .1 1 I f w i - o I , , I ' I BUILDING FOOTPRINT: 563 SF N7/��1 .s >, f 1 5.01' -f-- — _ k TERRACE i --, 6.00' — I ;— II I 1ji, �'o_„ - PUE , _ �►�` "I ► _ Ij� ( , I COVERED PORCH: 32 SF NORTHWEST – ..� � iv, ORTHWES�.+ r • awl�•O = + CANTILEVER LIVING SPACE. 9 SF i p r �( o l 273.8 a �..i N ° qo �, �. —_ - '� 0 COVERED PATIO: 0 SF * __I, �I,\0. _- - N WATER METER -1__ _- rI �JDECK AREA: 72 SF LOT 182 o = +% I ` \ "~� TOTAL COVERAGE: 676 SFN. } � - PLOT PLAN -1-. y /is -� " e SANITARY LATERAL VISION 9, CLEARANCE 47.3 % ry SW AUBERGINE TERRACE / TRIANGLE IMPERVIOUS AREA: 788 SF iiii t PJ __,,- 2 i `� o --- \ 32.00' H - ~- �N _ .r- Ov Q 1 g Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920GI/Date: 2 C (q /J r, 0, 2 V 1 W / �11 PROJECT NO.: CONSTRUCTION / / () `�' TYPE: CONSTRUCTION , initials: L -. SCALE REVIEWED BY: PRE Cn LOT 182 (R-12, ROW HOME) 0 10 20 co RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13310 SW AUBERGINE TERRACE 4^-0' 12.-0'r 1T-1017 1 r-0112" I 17-1' 11 " i 1 min' 1 '••ME , v V HIr it AA A ill111111•111111� . 0 I ei:p_443••=1,0 .. , oniumwn - , I/j,- — _ 11111MIIPAriMptrIVI IP-Ari,A0A/c-1121 _ ci, 4 for —i ���% /�1NL.....;_m . as ✓y r.i. Fel, Ira 41= W62019160 40 j, MI —R 1i.i rAi Pt - Ii= , — A PHP 02 111:1 s ^'III—_, Iiii !InU253IM' , 11 K H -'-j lily' illi ai a ii 1 - A `� i/ i'Ii y P I_ \It - 9 I` N to icerT N lX I U• ui �, iX� il i �� ' r� IIS�y / os4r IW q 1 il is rw in _el az.� 2 Pe "' ' y 1 Pso{� I1 cI 11 L\r.` _. 25'.31/4' /• j.i , oq .. \L ` It w AP1 N ali 01 III, a rmailld11�■ Illifi liFP- E] erAlid E . ' ra MEM - 1 ei _._;_.__ ish- avaTan. ::Iii_11•'„%jimhfr'Afg.;:-...i 1 h 16 61 -.13 a Li `, .,/,,i00131 .0`i-.' 4 4 hi. iNtAital AO/ ywdP 40,0• 01 NowtLV11111111110 . _. 40, . —410 IAO 0 . r/ 11 1 z I- 21'Y 4-0' I 21-0', 1T--1017 I 7101/! A 12-1' 111 5'.0' 1451-06 ©Copyright CompuTrus Inc.2006 BUILDER ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON 07/12/16 PTRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL ENGLISH 5X STEP LOTS 180-184 DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD align PLAN: DRAWN BY. REVISION-2: RESPONSIBLE ER/EN DESIGNER/ENGINEER O RECORD NTO ON-TRUSS + umber ENGLISH REVIVAL NR-64 LDE/ LOTS 180-184 TRUSS CONNEETIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO ` REVIEW AND APPROVE OF ALL & TR RU S SCOMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 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 ti START FRAMING HERE > <START FRAMING HERE S 4,START FRAMING HERE > <START FRAMING HERE <START FRAMING HERE 0 0 U 0 __IBM40 - __IB ,,, )BM __ _ JBM6L _ J8M401 _ _ II >i IT(Iw . w �_I� -;- RM1 �I e-,7 -v-- IIRM J ZM1 IF -� K_ v II vRM1 RM1 it - K -- I�� II p .— . I� A v--v- x- mss. ____---71-9,-K _ =dll- -} i _l16- = :=.;,._ w w f.Ti7 w w 4 I m o !.°3h.I 0 o '1,,I �p1 it II li 4 4 ' iId zr�ls�'�' '�°maiq _f `'., I -10.15 m m 12- 3-1 If 4 4 o O LL ILLL LLj IASIIts c II IIIItI I Q 3 .. . �i n e 111 4 3 !(`- 11 3 s G s i --� m 12 1 -15 A -- JJ!l"IJIJIIiIJIi_ 11� 1 v a F05 I I® I P05 II I • —, I! �, 11 6 I. II 4 .. e o .I I f 1rc 1 1 I • � Ii m .--dii A I I. i is m n, Ai► IIS �, 9I a rrII11 I I� R 1 11 1 I LJ 1 2 t—I III t lra� 111111 IImo➢ I I ® RM1 'I mel co t _ I - �I R N - J N all — ^ IIP N w I �7 n ) .2 N Q .5� 4 IN q 'SI CC 'i R -�-�1 ^J gab o Z.= '141 IE i' o I; �[n P " I! I 'a J �° Ib 1i � to A © ° Iffl .I jp ii, ii�,+ —� -- 0 SII I IIII IP I I— 11 ( BM2I- d I. .\1 i j _�BM2�3 JBM2�_jj, - i i= i � IIr o , o I u II 0 �' J �. RMt - M c4i ' ii il 11111.1 'ilE1 I i I sM. w A I I i l' 1 6 r,. . . . i Iw { I I� imi, a i' 11 ., . 0 0 I �IpI �I = UM§L _____Akal 2 - :' • - 1-o 21111311.r 24 W 81 ',+gyp I®C ��j 0 �RM1� �� g RI� 11 a--owl X31! y. r y— Q U Q U p o U V rr m 0 N O w p Q l u m p a 3 . 3 < 3 a w M, w = h il + Products MUD Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1.3/4X20LVL 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 8M23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 180-184 I ALL BEAMS AND CONNECTORS PER ENGINEER I BK1 12-00-00 1-3/4X20 LVL 1 3 FLOOR LOADING Pac- t.;i umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL16-296 UPPER 40 LL BK1=BLOCKING b BM40 11-00-00 1.3/4 X 20 LVL 2 4 RM1=RIM BOARD �`' 15DL ' COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR & T R U S S RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1.3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RMI 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I It1 ACCESSORIES QTY '� =` —`I' RM1 4-00-00 1-3/4 X 20 LVL 1 3 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ==- BM24 4-00-00 1-3/4 X 20 LVL 2 6 RM1 3-00-00 1-3/4X20LVL 1 3 HIT420 86 RMI 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 RMI 1-00-00 1-3/4X20LVL 1 6 1-314x20 LVL BLOCKING 71' DO NOT: Loosen,remove,cut or notch © 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 DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS 0050.STEPS GONG STEPS (UNLESS NOTED OTHERWISE) NMI �a ' �I 4)FOR PLUMBING USE CAUTION HEN CUTTING _ c -_ _ - 5)PROVIDE PROPER SUPPORT AT ALL E T"' �• IIii �nl Ifi -'= '�� 11 IImLaSHEARWALLS TH/5/5A PLACEMENTPLAN ONLY.[r:I tl 11This laout is to be used in conjunction with I I ' Architectural/Structural plans.Verfy all I 1 1 , � 1 it1,, I shear wall blocking placement and connectors LOAD BEARING LOAD BEARIN LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***DECKD**DECK CONDITION** L/4800NGRITERIA FLOOR LOADING- 4Opsf LIVE LOAD 9-1/2 RFPI-20 @ 1 6"O.G. 8-1/2 RFPI-20 0 1 6"O.G. • 9-1/2 RFPI-20 E 1 6"O.G. 9-1/2 RFPI-20 @ 1 6"O.G. {• 9-1/2 RFPI-20 @ 1 6"0.C. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE SLEEP/N6 AREAS: R1 e.�.. ._.� R R1 ` .__R1 _ �; ----.:'''''17---I• _R1 32psf DEADOLOAAD { I - ''- flea,I I - _. II I II 7I ! it a --9-�I. 2ROOF 5» LLOADING, IVE LOAD 111 I • I I ! I 1 : 1 • 1 'I11.1,1:1 ® R' 1 TPsf DEAD LOAD :o I I ( 11 I ) li ! � ii J ill :I i II I III e ! y .9 .e, II 1 II ! 9 J� J. Jj ~`i _§ �§ $ a7 'Ii R1 R1 7 J3 Ja J9 -it �lY I I I �I a ! I ( f II 1 II 1 11 i iI I 1 1 11 1I ,,. .ii , w 1 ( . I II 1 1 I _ n.wr. 11 11 II - - i _ - Rt 1 ; j -'-` ..... -,-,---4--,-. -yr....�.1. � II7 _. _ 1 R1 ! j! 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Je.yl I _ �° 1 1 �Iy 1 tt'A1 � , , ; + 1 fl .III SOLmbLOALL ., I I II 1 1 i II { � R2 • II 1 3 I ~ ,..,.,.,,....,..,•,......0,r,,, :,..,1--,,,,,,..:,1,,,,71.,,,,„ , „,: 1 1 ,,, 3 I� 1 3 3 1 , ! r I ---- 1 II,,. 1j , „.. 1 I:[ ,„ li 1.. , , , I . ,,,,,, - _- , ,, „ i .I I; II 1 65 Iwo 111 7- .I I 1 I ! !@5II� _P I':, ! !:ill ,w �p -� �� _� je I �B 16 J6 �$ ,t,:„,' 11 eq Ij 9,.9 '.ie Jp _3 4 _9 'fie ., 1 ! �q / ,��I ®I i ah Ma an a,i 4I it ®e Bbl 14,1 :I 15 1:!1 1 a a I l alr 1411 14x11 ay 8111 9p IIID R2 {z ! ! 11 I �R •42 _� ,1,2 k J ' ! 2 R - 1 .�_. _.. J� J 'ii H k�5 I I H RSI I aL 1 1 _ ii HOi13 : I '1- 15 2 R2 ,,„..4.i.d- f ik @ r -�i;_ i. .: _� *-11-7 RC Lr1..'.. .- m.i....,., �-� _.ne _... .. - i ai I r_ - ..4,H,,,,,,„, r POST LOAD TRANSFER DE F: ....:en J J ._ L �... en el :.:::. 1� i .. a9 u I: ! if I ' R2 TANTS. I IMPOR TA NT/ r '""`FOLLOWINGMATERIAL LIST COVERS EIfMERCONDITION'^'• I REFERENCE INSTALLATION FL 16-296(MAIN) 5015 160-1641 GUIDE FOR ALL FRAMING POLYGON ENGLt5HREVIVAL5-PLEX E-1(d./K-1(A) M k. matariai Meth Myth era& dsu cat Leh Tetuh DETAILS AND I-JOIST INFORMATION R1 +.75 LVL Rim 1 5/4 9 1/2 1.5E 35 20 "160 R2 05BRim 9 1/2 1 16 112 MORI ENS BEAM 5 1/2 11 1/9 2.1E 4 lb 54 HDR3 cascade 5.1_24F-V4 9 1/2 10 1/2 F6.2400 2 14 29 LEGEND: HDI Laecam S.L2aP-Va 3 1/2 10 1/2 F6.2400 9 12 100 B+ 515M SI 1 3/4 1/2 15E 9 4 1PacitIJ.umber ���� 52 RigldLbn LVL 1 9/4 1/2 1.5E 4 2 5 MAIN FLOOR JOIST LAYOUT 0—-HANGER GALLOUT 55 RigidLam LVL 1 3/4 v2 1.9E 14 10 140 ��// Ba als BEAM 9 +/2 +/2 =.+E 2 6 12 SCALE: 1/4"-1'-O" D5 ERe5EAM 3 1/2 1/2 .1E 2 12 24 ® -SUPPORTING POST 06 ENG BEAM 3 1/2 1/2 2.1E 20 4 40 COMPANY 61 ENG BEAM 9 1/2 1/2 2.1E 2 14 300. & TRUSS ® -POST LOAD ABOVE Be � BEAM J51 1516EAM LVL 9 1/2 1/2 2.1E 2 16 52 3/4 1/2 1.5E 119 9 954 ROSEBURG FRAMING SYSTEM'" J1 RFPI-30 3/4 1/2 9 19 162 R -RIMBOARD J2 RFPI-20 3/4 1/2 11 9 55 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J512,1-20 5/4 1/2 39 14 546 qualify engineered wood products forlodays builder- J4 RFPI-20 5/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 20IG PLAN: ENGLISH REVIVAL 5-FLEX E-700 K--1(A) (LOTS 560-154) JB -JOIST BLOCKING ...is RFPI-20 5/4 1/2 2 16 32 RIGIDLAM�LVL RIGIDRIM CUSTOMER: POLYGON J6 RFPI-20 5/4 14 29 392 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT J7 RFPI-20 5/4 1/2 26 26 616PLAN DATED: J5 RFPI-20 5/4 1/2 4 49 The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber 50115011167 FOREST PRODUCTS 110915050 FORBTPPODaOrE 6/25/16 J9 RFPI-20 5/4 1/2 '5 12 60 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH w/JOIST) product supplier other than Pacific Lumber Company 15 strictly prohibited.Unauthorized use or DESIGNER: ICAM/L HENDERSON DATE: 5/29/1 6 NPR -HEADER(BEAM BELOW JOIST) Acca.aares copying of these plans.infringes rights under the Copyright Act.Infringes face nabilities that include RFPI•JOIST HI TH011950 or-11-1,1545 9s penalties of up to 420,000 per work Infringed,and 5100,000 per work infringed willfully. BOO-BEAM BY OTHERS re H.41Oe'/9 +4 aom9Laeo Fovcsrramacts PL 1 6-2 9 6 (MAIN) SHEET: 1 of 2