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Plans (103) ..44 sr).6/7 ,..Z /3LK,c- cCv tucA G°44=-.1moon ,,-,ate,.„ — „,i llM i : � 0 4 LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD 55SANITAR SEWER 1 PaC1tic 2”CAL. KATSURA TREE/ , 2 0 /_'015STORM DRAIN Community CERCIDIPHYLLUM w WATER LINESD Design JAPONICA, -PYP. FUTURE CURB AND GUTTER, TYP. 12564 SW Main Street . * ' MANHOLE _ Tigard OR 97223 ;,z !j': :.'�;15. fl�......,.. _ '?'..`fir.. IT]503-941-9484 r: L CATCH BASIN i \ F t; �. � ",,.x10.00' , -'� Al l� i rf' / 1 DATE, 12/12/2016 ___F__:-_-:,--- -,....„,... -- `\ �/' . �\\ _ LANDSCAPE ?- STREET LIGHT : -_ — " --y— TRACT REVISIONS _ PERIMETER �_.., .......�.. ...__--"- c:-------4'4--... .'-'- '. .:.:- i r,, �1 - " � � � XY ,� �..7 5O Y�� 4� �- _,.., �C O�O� NO. DATE DESCRIPTION STRAW WATTLE // ,,,,/ -- -77 ,,,t , , ' , PUE i, EROSION CONTROL -� %- - � -- STREET SECTION, E ~ co -- - _ 276.0 75.5 -- —_ CONSTRUCTION DOCUMENTS - = _ L 0 y -- — ry — — r — — __ 15.3'— -- tom' — — .,� �, ., q, ,we., . , ' i i _ _.___ --____ 276 — aan LIF--=---=4-----7----- • — — — $-_ ==- 274= - — �� - --13.69' - _ ! _ �- --- ETBACK SUMMARY — - ` ---- FRONT SETBACK: 12 272 - -- H III - ---- --- µ_( i /I I I , --- REAR SETBACK: 10' I I II r 0.00' ) -gyp 0.00' II I �I COVERED PATIO: 5' --- — - � -- -5 = - L- / r�`' I 1,096 SF ,`� r `' 1111 �- l GARAGE SETBACK: 20' E I�: 11— I � an -1 I , PORCH SETBACK: 8' °�° I I1 I BUILDING: III I , -. ��� �..�.. en nn wn _ � �I 188:1:. i 1 189 I I� i 5PLEX-K7B i�I I i 196 ' * FIRE CODE SIDE SETBACK: 3' 190 ! 191 192 I UFF=279.9 194 '.CTI II 195 oN I, II 11 I i AG FF=270.9 1 Ill I `� I 1 ; i ( f, i 1 o IIx FRONT ,� 0 1 i I GARAGE 1 1 co _ [ „ �- 1 �,.�_. " _ , LOT COVERAGE: _ _ 1 o` — ' --- -- � z I -' - . r---- ►r„— _ II r- L ! — I- T - _ X11 I -SIDEWALK =- iI _r- 1 II L° — J-- a Eli 'Am ° - L°- . 1L - LOT AREA: 1,096 SF 1 _ _ _ _1 _ I _ 11 I RIVER - =� I ; I- _ 21.11' — / - BUILDING FOOTPRINT: 569 SF - - - - - - - - TERRACE A - ... .�...a.a►��.. ��.► .e.9i�r� 00�,4��10�� of - - �_ , ..-..•-�_. .= 1 — _ - COVERED PORCH: 34 SF NORTHWEST — \ T \n \ , ,, , \ 6.00 p -� ilkIBMIN• CANTILEVER LIVING SPACE. 54 SF 270 1 2698 0 0 UE a N TV_N _- ... �„ ai�:Vt51`reir w - COVERED PATIO: 0 SF i v, \ _ \ v' , ,� t WATERMETER '�, ,N '�: X68,y - M V � t W DECK AREA: 72 SF ���"��� as - f� a TOTAL COVERAGE: 729 SF LOT 193 o -as a PLOT PLAN , -- -"` SANITARY LATERAL 32.00' '� 55 .,./(/:1SS SS y 5; 66.5 % e D_ ''v ` ' IMPERVIOUS AREA SS880 SF 55 A° r t , SW BEACH PLUM TERRACE .--\ , _ -5 -i-c--„,___,-,-- \\ , ..._ v t s 41/ __,,,, � a RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD0 395-037 10.2 C ^M O 2S1 WV Approveu V hla ^Jnnln� PRPE.EECT NO.: CONSTRUCTION LO Date _ I l i / SCALE REVIEWED BY: RE co LOT 193 (R-12, ROW HOME) 10 20 0. 0 co RIVER TERRACE NORTHWEST Initials: ,>h� 13404 SW BEACH PLUM TERRACE 1INCH=20 FEET 2 LEGEND: PLANT STREET TREES: SANITARY SEWER SW ROY ROGERS ROAD �- �� � ss Pacific ,. a.S i M., 1, ; I 2" CAL. KATSURA TREE/ d SD STORM DRAIN Community CERCIDIPHYLLUM - r Design JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. f , J1�r1 �� WATER LINE ✓ Street ` 1 2564 SW Main f MANHOLE Tigard,OR 97223 i1� r � l '-'-----::\A- F� [T]503-941-9484 -� y'v \, 10.00' CATCH BASIN 1 "�' -- ""- r r \ r \\\ \ ` l DATE: 12/12/2016 �= —___ _. _ LANDSCAPE CT X ,------,- -,---- - — ._, - ._ LAND RAS REVISIONSt C 0-t h - STREET LIGHT -� STRAW WATTLE PERIMETERDATE DESCRIPTION "y z '.i,/� ``\ NO. i � -----t.-, -- - ,\1 �' / ?; '� .1 ., PUE 11 . \\ EROSION CONTROL _____ 0 q 3 a __ __ STREET SECTION, SEE _ <.. - b _ _ 276.0 75.5— CONSTRUCTION DOCUMENTS — - — ^I — — _ �_ 15.3' — 12"4 al 276— — - ia___m r - 274_ —_— — nom ---- ....r ----- ETBACK SUMMARY 272 -'�— _ ' ---- �� FRONT SETBACK: 12 II II y I 11� I , REAR SETBACK: 10 I�I , �I r 0.00' 19 0.00 �I I �1 COVERED PATIO: 5' ' L i+ i 1 I y. v Fj 1 p y 518E SET-BAC-K( {�' i 1 I _ �-� i1 1,096 SFL 1 r' 4 A tat E GARAGE SETBACK: 20' a , 1 1 I I I ' PORCH SETBACK: 8' CO - 1 II BUILDING: I11 ,.- : � . _,r ; „.. .., .,a.: „„ �,t,,.... ,„„1 III ; 5PLEX-K7B ' I11 I 1 * FIRE CODE SIDE SETBACK: 3' 188 189 II �I i 190 191 192 UFF=279.9 194 1i C 111 _ 195 196 CV 3 II li i 1 ° 1II GFF-270.9 i I 1 _- a) �,f ll j ` I� ^ FRONT ,�i! 1 le 1 in IL- �, i` ° f / —� I GARAGE - �1 I ' �_,, .� lam. ___ 1 1 I ,_,_.�, LOT COVERAGE: _ _, — 15 y _0. I �1 11-'-' f II-- _ _ ME s— __ �1I SIDEWALK =- I ._ 1� �,� �; ° - °J °J I I LE - 11 r - LOT AREA: 1,096 SF W — 1L____ — i RIVER N - 21.11' BUILDING FOOTPRINT 569 SF - - - - -1 — — _ — _ — — 4.4 i \u � � TERRACE l r _ _ - - COVERED PORCH: 34 SF 011111 5 3 NORTHWEST t 6 I. i _ r _ .0., v ;� 270.1 269.8 AN o PUE v CANTILEVER LIVING SPACE: 54 SF -� 4 �' - , - , - ir�Pir"'”"mo _-- - COVERED PATIO. 0 SF _ WATER METER o _.. _ -68 DE `� �� CK AREA: 72 SF ' LOT 193 CN 0. ry ` CES LIS — —CIS as — — OS — TOTAL COVERAGE: 729 SFs 'fSANITARY LATERAL 32.00' PLOT PLAN o '� $S— SS 155 — rte 55 ; 66.5 % IMPERVIOUS l '0._ \ �; AC 0 AREA: 880 SF __ _r_ \ ,,,__ SW BEACH PLUM TERRACE--..........*_..........' ,......1.1600....L '-‘—'''' ---",_,, \ , \ , r _ . rr v o — -.. , \ \ \i, ,N4, 7,___G„,.7.,\.\ \ CITY Q F T RIVER TERRACE NORTHWEST (503) 221 -1920 ApproV� t t� iGARD0 ° „^ y Planning O ��1 WV TYPE: NO.: CONSTRUCTION V Date: �L SCALE REVIEWED BY: PRE LOT 193 (R-12, ROW HOME) Initials: _� ,° 20 co RIVER TERRACE NORTHWEST 0 D. 13404 SW BEACH PLUM TERRACE INCH=2°FEET Z 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE ; START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 1BM301 -_IBM61 f BM6j 0 3 �1 N-ter flit K -� M N ® IRM1I 'I o-- ,9741, --- • I� II _i---- 1 - - _H _ IBM6� -�BM301 �11� _ A -•_ -•� xTz1c - - —u�i :I�° a iGP,4ii : �- } II -11 \ N N l-If II N N o i;�m m VI mal M • 4 II]fr o: � .w $.�,�:�,t�u .c��.0 0 1 'i N�� 4iI�N�: QuTW ®u,3 $II 0 _I»��I�� �LL LL@13 I0.o � � `� .. 2-11 "LL ,� LL II® � HII IJIJII11 IIE Il®11 )4 '��®� '�'4'1���®®LL ill �'� I o • ..n■;�=���:�z.u�; RI -} n.:.�r�,.11■..;i•n�;>•t Mr�n�a�x��>�.,,IIIIJIJII !IIJI ,IFS� I Q -}-1 F05 I F14 I I I P14 i �m,MIE V�-IMI;�NIMTNIs F03 xj ( F11 • I g I F05 I� _II F03 ! !;) � F11I +ValF11I ( F03 • 'I nIIF� IF03 I F11 F11 I 0 I F03 �0 I I F11 1 j F11 I I F03Ei 06 II 0 'I F13 i_ F13 I 13 MI F03 r( II F12 -' I- F12 °III H O I O IJP F12 —I (I f03 -- �g0 F04 I F12 U�� II��U F12 �.II ((��]] I r - �� III Iw��) F04 = ro Mar F04 I bl c•-) F12— �_ � _ �F12 IAV �1� F12� �1 I O� _ —� j n I. F03fiiiIN ` �� 'CC 1-.= 0 f12 r i iMM. F12 ,4_.1.4 �I� II, F12 .r'I re F04 �I♦ —f F03 �� irl f12 +�I I� F12 O li'O —yI i F03 EC Alla II n-1— n II It 41 nn i F03 C. F12 ^ I A F12 i III o I��1�/ F03 I;.. !ili iiiJJJ III_ ^ Ii .. I F03 , atht I IBM2� IIP F12 �� F12 .III I` �I I p, lig a,_IBM2I IBM2f ��II F12 Wig f03 IP F11 g l j ��I F03 FD3 II F71 F11 ! �' RM1 N1'1` O F02 F11 • y r7i( �I F11 I0 i F03 1 �T I I PO2 El- F02 ii A f11 I f11 I I O n I t FD2 �� P02 ` F11 = I F11 EiJi w I1 I I i F02 ti I F02 i FI1 * I F11 I2 2 I F11 j .' �I. F02 II k F11 II F11 j II F11 I I FD2 x i Cc 1 Foz ■ M F11 j F11 l A j � Foz �II F01 g 1-03-00 BM24 qu ` Nares � N BM24 1-0 .0 1-03 r. BM24 H`�,• lEal I��� a )RM11 Mil A (ate F]� F01 C� ® CONFORMS TO DESIGN CONCEPT w g X❑ CONFORMS TO DESIGN CONCEPT w w .T ElCONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH a a v co 0 REVISIONS NOTED ca O a ¢ REVISIONS AS SHOWN & g LL ' ° N o a 0 NON-CONFORMING—REVISE&RESUBMIT a z re z El NON-CONFORMING-REVISE AND RESUBMIT o o .4. 3 a o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ O _ O (/) WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (a) to to THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE So FABRICATORNENDOR OF RESPONSIBILRY FOR CONFORMANCE WITH DESIGN to N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE `% FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. Z DESIGN DRAWINGS AND SPECIFICATIONS ALL OF IYHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By David R Burnett Date 7/20/16 By: Arnold R. Solomon Date:July 18,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC II ., Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 AMERICAN MODERN 5-PLEX E-7(B)&K-7(B) LOTS 190-194 I ALL BEAMS AND CONNECTORS PER ENGINEER j RM1 14-00-00 1-3/4 X 20 LVL 1 3 ���� s umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING: I. BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-321 UPPER BK1=BLOCKING 40 LL BK1 11-00-00 1-3/4 X 20 LVL 1 5 RM1=RIM BOARD 15DL & TRUSS BM30 11-00-00 13/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 7/14/2016 ADDITIONAL POST TRANSFER RMI 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-00-00 1-314 X 20 LVL 1 2 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY I I 411111111 I' ' BM2 4-00-00 1-3/4 X 20 LVL 1 5 III—Lib. —`I—`ISI RM1 4-00-00 13/4 X20 LVL 1 3 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I - _ --Y BM24 4-00-00 1-3/4 X 20 LVL 2 6 O H IT420 86 _ SHEET 2 OF 2 RMI 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RM1 1-00-00 1-3/4X20 LVL 1 6 DO NOT. HUC416 10 Loosen, remove,cut or notch © 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 DESIGNERS PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS 5)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING MI MEd ME MIMI MUM_ = - - - _ _ _ FOR PLUMBING iiftn rtt �I N ��'�-a�'r�ill IIGi?icciii� 7� MEISUPPORT AT ALL ItItiIII i ____ .�.!rmr,nll Ili IT�T�t:'ui�ii��'tu"-•--ill II�i�rR_= - - ," , --- �:s��k;z---' SHEAR W ALLS 1 1 �! �!,I II ! I1 .. i THIS/SAPLACEMENT PLAN ONLY. __ I ! !! , I ;IM .. EI This layout is to be used in conjunction with �� I i! iI !I I _ Architectural/Structural plans.Verify all I' I IIi'I ---�� shear wall blocking placement and connectors LOAD BEARING 1 LOAD BEARING LOAD BEARING LOAD BEARINGPurchaser responsible for a PONY WALL PONY WALL PONY WALL PONY WALL L PONY WALL BEARING ayout prior to any construction,roving tthis PES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION*** OFL/4 TION CRITERIA /480 FLOOR LOAD/N6: 40psf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 R PI-20 0 1 6 O.G, 9-1/2 RFPI-20 0 1 6.'0.0. 9-1/2 RFPI-20 0 1 6'0.0. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 0 1 6'0.C. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6AREA5: Rt R1 1D INmIII___ 2p5f DEAD LOAD i. 11 NIHIUIHl 11 II _ _ ®1II i Ia it -; ROOFLOAD/N6: ! ! i II i i I.I II Il 7 II ! ;1 - r1 , , 1 I III 11 il ii II I �I 11 I !1 R1 61 J' -19 _b .{3 9 .1,9 - -IP - 1 • I' 1 I ! -1b _) �� J9 •�� J� 3 J _b )�1.: R1 Jli I ! tI 1 .y w"n til �! � II _, ,I I11 1 I' I "w a 1 "9'-..T t_�i ,•.c sE � roatwwA loom too� I I I I ! ! I 1. 1 ! R, I ! I 11 !! II r R, I I s��•�e.,n, > lr le i. ! II '°`taw.: (t. 11 1 A1_ -.-_..._._._. I NDS I H R3!I �_ -r ! 2 R1 ' •tsar•. • P * s > R3' I ;I 1 11 JT JT .{ Ji -jh ri .fl, J, ' .1{, _?I .it J il 1 1 ....� .ii T �'I, _. ... ;-..- -A- H, 1 :! R1 '�' �I 11 1:1 11 1 11 11 11 mQ �§ li 1 ��:,: ,::_�I II i ! !i __ f.� _ ! ii 11 .I i �rn �d �/�� it II 1n z I ! !I ���r rn 3 Q'� =C R; R11 II I II I ! �N M"" ! R, ! ! -1 R1 '. R1 I! 1 R `6-_..3 m .enw w.ad"w..,m'p�rivai..lwewwdwq �® 1 _� I R1 it ! I! I! I! I Q' R, I i, r iiII { it I I':1 J i fl I I ! - 4P RFPI BLOCKING PANELS HUN BEARING IVALL ABOVE II li ! it , RD II I I 1I I R RID II i II I !I N.T.S. R2 k 1! , it I!• L11 II I 11 11 . ;. it 11 1 i I, I) R2 5 .( ., l -16 j e -�- _ .�..... �L3 _ --'! 3 -F-J0�3 O I i__q_ �- 1..- ..1.__ _R9 .. 'Ih BA �' 11 z-: .45 .4, -./_ Lll: 1 9057S FRC/MA.01M II t HI il 'JB _ J I t ' ��iSOLID BLOC.ALL 11 ! III: ! I I • -T -1f tID L II IIC 9�DWTDFDSTABOVE. 1 lb I II I I 1 -01•- �; I !1 I: \ II��. L. �( .0 I a Jb I r, i fT I Ba IL�' B 4n Ii �B r,,� Jb p s e•h at pi ut is _a 10 _g $ips�Bs � . ,� "b 1r J a liar T 11 1 /moi ! en!a6 .1 I 1 I I n' ��� as eT Ja ���� rIR J gip: y, lli. I !:',,Z __ QT 7r R2 1 I, 1 I !� lk dp J t1 ! ; 0e) : I i' i I' ! 1 R2 > l ! I '.I R2' -� f ,.1 t _Rt iii i I! ,tet 1�__ ,,- 4..- _..... H x2 , �r�* ", -a1 8 � !NnxS .1 « . .. 3 I Ij�TPe e "PI POST LOAD TRANSFER DETAIL am ! ,11 lJt. HDi '':is: �5:.- `•t:,II 11 Iy + ' R1 1..�. R11H.. zi � - 41-10 .--�1. =.. i elf a ® CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT i 5 I H5 CONFORMS TO DESIGN CONCEPT WITH ni CONFORMS TO DESIGN CONCEPT WITH �\ d 2 2 REVISIONS AS SHOWN REVISIONS NOTED ® NON-CONFORMING-R€VIS€AND R€SUBMIT p NON-CONFORMING-REVISE&RESUBMIT ��ll���/// � _-� -1 ""`POLLOWINOMATERIAL UST COVERS EITHER CONDITON`,.*** 1 THIS SHOP DRAING HAS BEEN REVISED FOR GENERAL CDNFORIIANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE /MPORTANT7 PL 1 6-32 1(MAIN) (LOTS 190-114) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE SRI, DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE REFERENCE INSTALLATION POLYGON AMERICAN MODERN 5-PLE%E-TIM)B-T(B) FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORWYNCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE PITH DESIGN •.•,,• Material YINth Depth Grade Oty Gutlth TotLth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE GUIDE FOR ALL FRAMING R1 1.T5LVL Rim 1 5/4 4 1/2 1.5E 3B 20 160PRIDRRYOVERTMSSHOPDRAWING. R2 056 Rim , 9 ,/2 b ,b 9s OVER THIS SHOP DRAPING. DETAILS AND I-JOIST INFORMATION HOR1 NG BEAM 'z v2 a 1/B 2.1E a 16 ba By ____David R Burnett__ Date 7/20/16 HDR2 Cascade 5L 24F-V4 5 1/2 t0 1/2 FD-2400 2 1a 2B 0y' Arnold R.SolseBn Cate:July 18,2016 -- 10R3 Cascade 5.L 24F-V4 5 1/2 10 1/2 95-2400 9 12 1O CT ENGINEERING INC MILBRANDT ARCHITECTS LEGEND: B, R••Lam LVL 1 9/4 1/2 1.5E 9 4 12 - - B2 RG-Lem LVL t 3/4 1/2 1.5E 4 2 B Fac 55 RgNLemLVL 1 5/4 1/2 1.5E 5 10 50 MAIN FLOOR JOIST LAYOUT umber =HANGER GALLOUT B4 BIG BEAM 9 1/2 1/2 2.1E 2 6 12 65 RgIdLVL , 5/4 1/2 1.5E 5 12 56 B6 BIG BEAM 3 1/2 1/2 2.1E 1 4 2B SCALE: 1/4"- i'-O" ® -SUPPORTING POST BT BIS BEAM 9 1/2 1/2 2.1E 22 14 305 & R B 9 BG BEAM 9 1/2 1/2 2.1E 2 16 52 TRUSS COMPANY ® -POST LOAD ABOVE B9 EG BEAM 9 1/2 1/2 2.1E 2 12 24 .` J `. B10 RIgNLem LVL 9/4 1/2 155 a 9 lb R -RIMBOARD JB G1.TSLVL 9/4 1/2 ,.5E 119 9 954 ROSEBURG FRAMING SYSTEM'" J1 RF17I-20 9/4 1/2 9 1B 162 LB -LVL BLOCKING J2 1,19-20 5/4 1/2 11 a BB 105 15 SW "! ALLEN BLVD BEAYERTON,OREGON 9005 (503)SSS-9663 9 R5171-20 9/4 1/2 36 14 504 quality engineered Wood products tor today's builder- JB =JOIST BLOCKING J4 RFP'20 3/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 2318 PLAN: AMERICAN MODERN 5-FLEX E-9(B)K-T(B) ,6 aR51,20 3,4 4 6 64 RIGiDLAM`LVL RIGIDRIM J =JOIST GALLOUT FF,-2O 9/4 1/2 12 25 396 These plans and the designs are Copyrighted under Federal Law by Pacific Lumber Company 2016. CUSTOMER: POLYGON JT RFFI-20 5/4 1/2 26 26 616 The plans may not be re-used or copied,In whole or part,without wr nen permission from Pacific Lumber PLAN DATED: 1/13/1 6 B =BEAM(FLUSH w/JOIST) JB RFA-20 9/4 '/3 ,O 4 40 Company. ROSBURB WSW PA'ODVOTS ROSEBURG FOResrPRonucts J 9 RFR-20 3/4 /2 5 12 60 product supplier other thanyPaGific Lumbe�Companyownership Use is strictly prohibited.Unauthorized tse or DESIGNER: IcAM/L NENDER5ON DATE: 9/14/1 6 HDR =HEADER(BEAM BELOW JOIST) wcce» copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include '" RFPI-JOIST 5E10-BEAM BY OTHERS H, 1,10117150 (116.5-or- T9.5 44 penalties of up to 520,000 per work Infringed,and 2100,000 per work infrin•ed willful!. H2OAS BIi9 � R „RDTO?ES,'PRODUCTS PL 1 6-32 1 (MAIN) SHEET: 1 of 2 1.13111,410 1 151-5 VT I 17-56 _ _ 15' i 1/2' ..1a-31rr 1 I a-a I I a-0 -I N z 11'-2 1/26 2:1-3 lit' 6 1111111/ Z toa L NAM x 1 ; 1 i; 1 „„ ..... ..0 , E0 . , , - E i, im ;mom�� —. .� NES C� v.T ,i,trim im ��� •;IivimmolimmamaillEP z Ell I lall hi E 70oCAO .a �, i ,:ei' '—yam Ip.m 0 ImeNiiiiirm..11:1:11116.111;771.111=6='21 71 -- m' umr! 0 ' , . miwirliiim, ;1- 10328 Ht1928 .... 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