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Plans (33/ee sw /# 1 tv -fiz- 7c^ "1-----Cr.:,2O/ -- 00-C-23 i �-� ,,- r LEGEND: PLANT STREET TREES: " . �a / - _ \f - s SANITARY SEWER Pacific P 10.00' -- -~% % Community 2" CAL. KATSURA TREE/ - �- ' '' I`-- '" - �, �t i - STORM DRAIN LANDSCAPE TRACT �� ' \ -;/ 'G Design 1� -;i 280.2 .---' CERCIDIPHYLLUM s. �... �. � w WATER LINE JAPONICA, TYP. f y '.- 2-.r�-," / - \\\ \ \ �� , 5 2 64 SW Main Street "' ,,, .281,3 i f ` MANHOLE Tigard,OR 97223 FUTURE CURB AND GUTTER, TYP. �, = / � '� �,%r--- --�� ` i i\�, ' �t CATCH BASIN m 503941-9484 4,---- -',,,,, .' / / DATE- 12/01/2016 v r / O( ".. �� �\ ; ` .11 \\`` �� p. STREET LIGHT Iz `� REVISIONS R O - -- ` -�' \ �\'` 1 > STRAW WATTLE PERIMETER NO. DATE DESCRIPTION QRS SPY= �- l'� . '""� %, � I , �� � EROSION CONTROL _ ,"" �,_ .2„--,,,,,,,-- / / .\ \,„, \A\ vZ 185 STREET SECTION, SEE 1. , --'",.— '' ,--- / s/`Y, o' // ISI' / I �� , _ t \ i t'.s fi ,7.50' " :. -� � 33.68' © CONSTRUCTION DOCUMENTS \\\ \ \ \ ;. i / / I 36.32' I 1' �` \ ' wuw .,,x,c,„---2-„ ----- --- . rr.------ \ 1 , 1 \\A. SETBACK SUMMARY • i i� - --- - - - - �I ,\...„... - e — — — �i ' \ FRONT SETBACK: 12' I r ---- --- I -- - Z I,11 , \ REAR SETBACK: 10' j' - — I I�. N I ti N. I 7 I ' N N N \\\\ COVERED PATIO: 5' I N �_ I ' �I lI I 0.00' j-1�-- -'I- 0.00' ii 1 1 SIDE SETBACK:* 0' �� y ,_j 1 . ; It ISI ti / 183 I r I I— 1, GARAGE SETBACK: 20' d. E " 1 ', �,, 1 �`J 1 537 SF 184 1 / ; ' PORCH SETBACK: 8' 180 181 I \ ,_ ) \ s, ���, -� �` 1� i f I` I BUILDING: I / / � �; I SIDESETBACK: 3 o * FIRE CODE ET ACK t__ 1� I� : T _ 5PLEX-K7A o .�_ 1 ��J�I r/� T UFF=282.7 179 - �� '� \ '1 ' � I _ i GFF=273.71 11, `� ` 1 _., FRONT ----,,,L,7 1I 0 \ 78 1 � _ -____4__--- GARAGE I 1 il I / LOT COVERAGE: �-____ ?•`I{ --- ;I ---3I� L __ i - � �i v f/ / ? LOT AREA: 1,537 SF o j' \ �-' I I I _ I — I 1 / ' +�° f� RIVER w -" ® I 1 20.04' 11 X �' �s �i 1 —15.05 I - -, i I 1 i_ BUILDING FOOTPRINT: 563 SF TERRACE �' �--z- 6.00' 1 1_ — , _ _ - — — 1 I I �s o' _ - - if - - %I \` j PU i iMOGI COVERED PORCH. 32 SF NORTHWEST — ; 11"1�����-' '��• '15.3 _ I y i� — CANTILEVER LIVING SPACE: 9 SF �� 272.8 t I J / I -� - __. 272.0 d �- ` o "k, I /i _ --�-''-^`= - - _ _- _ o .1^.// COVERED PATIO: 0 SF Lo _ k_ --t WATER METER tY ray}� � w F-, l 1 DECK AREA: 72 SF co , I i. } I N K f = t �._. �. t -. _ LOT 183 I, \ --, TOTAL COVERAGE: 676 SF t ` - ' - Js \ --- SANITARY LATERAL ---- as -\ - - -- \ PLOT PLAN _ ) l PLANT (1) STREET TREE: __ /. 44.0 % ��NI\� ��� "" �� SW AUBERGINE TERRACE 2" CAL. SKYCOLE `` " 1�_- "" ,^ I I HONEY LOCUST/ VISION IMPERVIOUS AREA: 782 SF 0 1,,,. OS l - SiL5`N S ? GLEDITSIA CLEARANCE cT_ �_- -, 32.00' _.. �_ _._? TRIACANTHOS INERMIS -�...,,, TRIANGLE , _ 'LT_ - - _- e-- . 4-------\ -— - -T ---\-----___ \ii - , 1,—-. ,3. a--::: :: 7 TIGARD —=" \/ . — _ _ - Approved Y ov Planning 3 Date: (503) 221 -1920 1c1� 0 Cii) RIVER TERRACE NORTHWEST PROJECT NO 395-037 GN 2S1 W6 Initials: ,C TYPE: CONSTRUCTION V SCALE REVIEWED BY: PRE LOT 183 (R-12, ROW HOME) 0 ,0 20 L cn RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13316 SW AUBERGINE TERRACE /7_57;2e/63. -00.5.2,S / LEGEND: r .v / SEWER 1 PLANT STREET TREES: aPacific -- / .r :' SANITARY 10.00' " �.- ` --- v / r �y Community 2" CAL. KATSURA TREE/ . ,---. � - - ' STORM DRAIN CERCIDIPHYLLUM LANDSCAPE TRACT �' - %` 280? r° Design --„„----- -- WATER LINE JAPONICA, TYP. / / % - o %'� � _ 12564 SW MainStreet Y -y, 28 - / , � Tigard,OR 97223 s MANHOLE FUTURE CURB AND GUTTER, TYP. /' %%�/ "` 1.3 i�b% % s` , '\ ,� t, ,' z R]503-941-9484 % -"'~ �/' v' rr'� 1,` / / % DATE. 12/01/2016 v t CATCH BASIN � j o �� ~ / I A A \\ �� �� STREET LIGHT REVISIONS S� ROp,O ''' -- 1/ I,' .,,,...1,---"' �I IN A tr\\ ��> '�' STRAW WATTLE PERIMETER = NO. DATE DESCRIPTION 6tORS \-' ' ; -';'� < /r' '/ i EROSION CONTROL `_O ,,->-,.£"ter -i. .-es` v f�--- \, L ,l \ y - ,-.7`7.- \1 __ 1 /� \ \ \ \ /185 STREET SECTION, SEE / ir'� � �\ 33.68' �' \,�� \ 0 _ 7 50 " ~ '° 1 CONSTRUCTION DOCUMENTS egor PUEr I/ 1 36.32' r i Q,, filr:..--- 1 r �A� 1 SETBACK SUMMARY I � I j i -...,,,,_t iL_- --- L_ — - - - 11 Ft- - - - - - 7i 1 I 1 I \ 0 FRONT SETBACK: 12' ~ _ 1 1 dr- ---- 1 -----Ii- ---- Z� 11 v N. REAR SETBACK: 10' _ I / %. = 1 � �° ' r� CO I i coNN I N�I 'N 7 \ \\ COVERED PATIO: 5' > ;� ' � `_ �� 1\� 1 I' r 0.00' , 0.00' II /I 1 �` ,. / SIDE SETBACK:* 0' ./ � 1\ 1 LI / 183 / 1/ `� GARAGE SETBACK: 20' E l �� 1\1 i4-' [� 1,537 SF 184- `HI 1 � � PORCH SETBACK 8' �_ '� �' d 1 ' f 180 1$1 i I , . d ..aF d \ v u- 1 I 1 — FIRE CODE SIDE SETBACK 3 �'' l BUILDING' i 1) , 1 ': ". ` �1 I I __--- .0 5PLEX-K7A o II I /TAc41 1 1 1 / a1 I RAT l_i__ .-~-- ,__. ; UFF=282 7 ----- -, i Ill / i �' 1t 179 '1 ; 1 i - GFF=273.7 -_ ____ ...__ : j I,. f 1 t o � i I FRONT �%''� � 0 `l \ 78 ', 11I 1 _ ' ;,_ GARAGE ; LOT COVERAGE: mil 'CO t 1 ® �M. _ _ _ f 4-1- II � i i LOT AREA: 1 537 SF w x-1 ' 01 1 ii .-J — _Ii I 111 'r RIVER i �� �� ��� 1 20.04' I l I '\ 171) �, BUILDING FOOTPRINT: 563 SF N - — _15_05_ ---- ; i _ Iill 41 4,I r 0, , PUE - F 4_, I q COVERED PORCH: 32 SF NORTHWEST 11"i`..-.4=1. r r_ , --15.3 -. _ �� "� r-- "( I CANTILEVER LIVING SPACE. 9 SF '' ,5. /� :. _ 272.8 272.0 �, i' / r l 4 q I,: i p � ^ j- :. ® � .. COVERED PATIO: 0 SF oIr 1 /f 0 0 -_,:, 7,-_--...,_ I.::Nr-fi,;'---- Alf-,;.":;>‹,-, �,CO -t - -- -� ; N 1' DECK AREA: 72 SF N /� A I ---.'j'-- --- -mu: , `� - e � CATER METER _ , " -- LOT 183 z ::Ilikv- ,-/ TOTAL COVERAGE: 676 SF PLOT PLAN .. ._ ; ,, -- SANITARY LATERAL _ cis ._ \ �.1 ........., ' V �, ~.�N\~ �I����I�.. - a. IPLANT (1) STREET TREE: _(3 - ) i 2" CAL. SKYCOLE 44.0 % SW AUBERGINE TERRACE t ��- ~'"" ^ , I I ! HONEYLOCUST/ VISION IMPERVIOUS AREA: 782 SF 2 , _cis .-- d? i - S<� .7-- SS GLEDITSIA CLEARANCE _- \ 32.00' I s . N ``_ _ _ "'---- TRIANGLE - _ TRIACANTHOSIS O _- E_ \ \ L_,,, _ U iti r O �.. .-- o tJ, _.- �, i I .&-. — ...--- ...- t _ ��� Y>V��1.�` f I Y. 6 6 I ii 10 s \-- °' Date: p/s- f 4e 2 RIVER TERRACE NORTHWEST (503) 221 -19209 0Initials: Ls PROJECT NO.: 395-037 O 2 V 1 W6 S 15 GI TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE CO o, LOT 183 (R-12, ROW HOME) 10 20 co RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13316 SW AUBERGINE TERRACE 46'-0• 1 I 1r-10 VT1_ T-0 Ur 1 17-1• 7 5'-0• 211-26 b I 44r '/ r-0 trr 1 CaD y li /% ,- IIIU''�U�.cI . . I leple 403•En.47 . , liarnmum id -,4 4-- __ A a mimai- Imml rpoirr-.1 ,-,0 11.1r;ri#0 Ale! r110 dirVillip (3) .... 1 fumIllpragi-:-,,a oorl.P(901F400Pliall ► m 4 114 .-4•e 1 4. Nip ft_ i1 FAA h- Nql kiln I ■[��mli01 NM IpOr,"0 / 1 K •1:1111piti O." ___ 11 �1 I� — 1 , II 5 1 : ! . D P4 ",-. 13 ; IM II 11.1 3 � - '- II ••4 I " II= & 14 !II, �— 43 n i 4 .Es rw sl i _...43 P34IRD(2) N •1 It; 111 ih, nailer ___22__in. _,.. i � � . _ V -c-- ...2:i11111 IllmiM MI -..--,L a Pir'!iFvr,Ppoils• yoll_i-, Al . 5 11 iiiravr...a.a.nA.i.41„,1441,01,,.,mi ,.... _. _ 01 9 1111.1 1161114 94 Op i05110 11 i- ra . it) di Av. 'i Elie -'v10a �� ' . i..�0-47,?_ "��IPIk "p� • lie,,:i . r . 11117 I 1 Irrs I il V 53 <rwra 21'-? 4'-0' I 71- 171-10 1R" rr 121-1• 117 547 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON 07/12/16 PLACEMENTONLY.REFERTO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL ENGLISH 5X STEP LOTS 180-184 DRAWINGS STION.B LDINGFURTHER INFORMATION.BUINOING gib iiii umber DESIGNER/ENGINEER OF RECORD PLAN: RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING ENGLISH REVIVAL NF-E4kEX / LOTS 180-184 DESIGNER/ENGINEER OF RECORD TO T R S S REVIEW AND APPROVE OF ALL iit COMPANY 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. r 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 q 0 0 0 ____!B:.:14.,,_ __18M6� _ JBM61 _ JBM6� _ IBM401 __ _ II i } 1 RM1� RM1� II v- K1 -c-ter- IRM - - - II RM1 RM1 II -v - IRM II I- � - ' i N - _ --116 , 1 M IQ II II-1-/g. -- �1 -II o. _A Q f:TrH� o �- o m o o ,y Ll I m cocpp �.- - I Iv c II u 4 _ u,,�v�,I ilms: o I HEN��� 7LL �PIMil t Y I` �i2-1 15 n I li ; m II II112-,�r 1•!. H fq4y/QA . Q'12-1 -15 - o I- 14I 3 IIII I ti III to ddd �u m M - lu 1 Jill 1 v FOr� • I F05 _,I if 4, i ` l1 ' 1 — re 1 II �' j 111 X I t I II II I III IINA c �I ,� 1 I �� Q li I� II I✓ I r a� FR-7u.. I �W Il I� �� o itli _ t I 1 P -- — k u Q I o� ® ► T-1mAmu RM1 ,II` _ m Tr 4 .. II I�r, 411 — P 4 re I. �� Cl �o il, I -o o Irk l �, 1 - f — n \��J IIF '„ 111' I��1.1 III @ ; j ....„ 111 i PIM J �} II. IIIP • I��ll III III I II - IBM2I „1 f14JBM2I IBM21_1� �I I 0 j= I. q 1;/ ' 0 , � 111111 Oil IRM1 - •I I I I ' 11 jI I A II s I A i II j II $ _ X 7 I i III Tl R {� II g ;< I I j 11 1 I I _ I j . WEI No II WI I II oN a B j _ ILS 1 t!l�I� S ��R ;. '1-M _ '=El 0-i W Bfa .-'y' 1 1 1-0 00 BM24 g i-' ill M1 ,1 . J I:ii� 74 ��" Lam. II--M1I ' 0 IRM1Jai �� r W5 5 5 5 W Q rc U Q U U N O O CO 0 p 1e . LLZs Q Q > > to to co = co + 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 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RMI 14-00-00 1-3/4 X 20 LVL 1 3 B14-00-00 1-3/4X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 180-184 ALL BEAMS AND CONNECTORS PER ENGINEER I Pam umber BK1 Ki 12-00-00 1-3/4 X 20 LVL 1 3 BK1 11-00-00 1-3/4 X 20 LVL 1 5 BK1=BLOCKING FLOOR LOADING BM40 11-00-00 1-3/4 X 20 LVL 2 4 PL16-296 UPPER RM1=RIM BOARD 40 0E BK1 10-00-00 1-3/4 X 20 LVL 1 3 1500 & TRUSS COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 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 I 1111W M4 5-GOAD 1-3/4 X 20 LVL 2 20 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I ‘,...-....,—..=...- 1� —'����- 01 BM2 4-00-00 1-3/4 X 20 LVL 1 5 ACCESSORIES QTY ill �—`�-`1�� RM1 4-00-00 1-3/4 X 20 WL 1 3 FLOOR DESIGNED TO MEET OR EXCEED L/400 DEFLECTION CRITERIA I M4-00-00 1-3/4 X 20 LVL 2 6 =� RM1 3-00-00 1-3/4 X 20 LVL 1 3 O HIT420 86 RMI 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 RM1 1-00-00 1-3/4X20 LVL 1 6 1-3/4 x 20 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 DESIGNER'S PLAN GONG.STEPS CONC.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING MEI NM 1 FOR PLUMBING 71 — - R1M. _ - 5)PROVIDE PROPER SUPPORT AT ALL � .-.�EI�_ M- -•moi-'il Ii�:ciau ate _ �ieui+moiTll IIR�S+ =i_� ice'---' SHEARWALLS r, :, 'R _ Ea� II 11• - --__A+t1 —i�lcuii�ii�oil 11 - II- ii I 6 1 I I I TN/5/5p PLpEMENTPLRNONLY. ,,, , .,''.,' I' t. 1 This la out is to be used in conJunction with N II i , I !I I - L Architectural/Structural plans.Verify all I --,y 1 i ' 1 1 1 0 1 _ -I shear wall blocking placement and connectors - Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL - DE5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***DECK CONDITION** DF L/460 DEFLECTIONGRITERIA FLOOR LOADING: 4Opsf LIVE LOAD .1-1/2 RFPI-20 @ 1 6"O.G. 9-1/2 RFPI-20 IP 16"O.G. 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-2O IP 15"O.G. 9-1/2 RFPI-20®16`0.0. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LEEP/N6 AREAS: 3Op5f LIVE LOAD RI RI RI + R 12psf DEAD LOAD i _ ��— _. I !�R,i U I 1 I I 1 r ROOPLOAPIN6: II , 1 t II Ii 1 ! I -7 -- I ! I, ! 1,111 2psf LIVE LOAD R1 '1l� ( i ! ® 1 1 Tpsf,,,t-,::',AA EAD LOAD li �' ti I I ! R1 41 - J6 _s Jb Je J6 4 Ji I! II li J� :iii:Hi I .. R1 !I S • II ' .11 -I -4 ., _ti .I J1 I iEl 1 l ,�-..,�Nw,.,t -"'"'"'1: _..: 11 it _. : ii I. �1- II H 11.17 �r i1 h J4 J1, �1 1� J11 tIr Jh Jh �r -� J1 i _.. ''- T 'IMAI ,A,",,,...� J R2. -- 1 - f II I II i1 �I y , HARI RI d m �, d HDk, .fir �+ _--'t I 11 I 1[ ®W R1 ! 1 1. EI Ill 1 Dei I j I ab 0„, �\/ ill-6---------.....___:`",' 1 1 lIt ` _ 4 - I 11 rn3 • mto tai !' 1 11 Z ! Rt Rt 11 I I. •I lI 1 R I � I LA- uttw II BD J6 1 I I 11 11 R1 R1 1111111 R1 R1 '1 LL '.� m ! R1 R+ I' Ii R1 Rt i i 1 R1� I ! 11 j ti it 1 P �8 � .wuu"v..re,..,mN...w.. ` I RFPI BLOCSNG PANELS HUH BEARN6 MALL ADOVE 1: 1 11 11 - - 1 i '1 111 1 11 7 ! II h il II II NTs. R] It II. 11 II R] 11 11 ill I I. I1 ;I ! a aI d a 91[, a y yP -�' 1� J DR : — -[7: p IIDR1 Ifr 6IC... I !It t. l f - -- - I rte ,I, "'___ __. ._ Ri ;I i IOC 11 I! 1 s �, I I s B I I I 1 ' I 1 I 1:1 1 aE D .DPD3TABwE B51 I, „ it .1I Ij i ! I I II (i -- Tr �3 LLL � � ms -14, 01 9 1 fi 51: Je Jp �s .5 -I� 4' 4 J J¢ s - DM 1 I ',t 91 J� .1 J� _� -� �r , 'i I '�" .I IIi7 M� e aI b�l e i BSI B1i R ,, .I • Ii- A 11 1! I .I 1 t L. ,I ba !°,� 1 : ! ;I ai 1bT �,I ai 1' a+i 1 1 1 I g1 T • Rp I I • I I R3 11 1-1;101"7.--It! i ,F J . '7' 1 • t ! II �I ._ S t -I 11 L �L i J! : j 1 o�l> I� NRB i. di, l�' J'�. J0.16 1 h 3 N 5 - I • __"g j n I POST LOAD TRANSFER DETAIL L11 '^�.y., ¶ll.-- -•!((IIF • R3 '! a9 1 + _11 I... • B� �: .-_. , -m-6L [i3 [ moi* ,- R, LJ` I -I t 3 -L � R3 T NTS. . ), d 44 46 IMPORTANT./ I "...FOLLOWING MATERIAL UST COVERS EITHER CONDITION....• I REFERENCE INSTALLATION FL 16-2 9 6(MAIN) &Ore 1 80-1 84) GUIDE FOR ALL FRAMING POLYGON ENGLISH REVIVALS-FLEX E--I(A)K-T(A, I4rk• Materiel Meth Depth trade ate eat Lth Tot Lth DETAILS AND I-JOIST INFORMATION RI 1.15 LVL Rim 1 5/4 9 1/2 1.5E 38 20 160 R2 0513 RBI 1 [9 1/2 1 16 1+2 HDR+ E1G BEAM 5 11 1/e 2.1E 4 16 64 HDR2 Ga5262O5.L 24P-V4 9 1/2 1 1/2 Fb•2400 2 14 28 LEGEND: H81 C.860526 5.1..245-V4 3 1/2 + 1/2 PD.2400 9 12 106 B1 BIGBEmLVL 1 9/4 1/2 1.5E 5 4 12 Pacifi umber �� D2 ROBILam LVL 1 5/4 1/2 1.5E 4 2 B MAIN FLOOR JOIST LAYOUT _ (H Y--HANGER CALLOUT 59 R:®MLam LVL 1 3/4 1/2 1.5E 14 10 140 JDa BIG REAM 3 1/2 +n 2.1E 2 6 12 SCALE:1/4"- 1'-0" B5 DIG BEAM 5 1/2 1/2 2.+E 2 12 24 ® -SUPPORTING POST 86G BEAM 5 +/2 1/2 2.1E 10 4 40 131 1316 BIBEAM 9 1/2 1/2 2.1E 22 14 308 & TRUSS COMPANY ® -POST LOAD ABOVE EB BIG BEAM 3 1/2 1/2 2.1E 2 16 32 J 1 DLR.191-20 S LVL 5/4 1/2 5E 16 9 354 ROSEBURG FRAMING SYSTEM"' J1 RFPI-20 5/4 1/2 9 16 162 R -RIMBOARD J2 RFPI-20 5/4 +/2 ++ a 136 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JsRFPI-2O 5/2 1/2 39 14 545 qualityengineeredwoodproductsforiodavgbuilder•• J4 RFPI-20 9/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 2016 ` ' w PLAN: ENGLISH REVIVAL 5-PLEX E-7(A)K-1(A) (LOTS 160-184) JB -JOIST BLOCKING JS RFPI-20 5/4 1/2 2 16 32 J5 RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON RFPI-2o 3/4 1/2 2 16 392 Thcopyrighted plans and the designs are pyrighted under Federal Law by Pacific Lumber Company 207 6. J1 RFPI-20 9/4 1/2 26 12 eD p y p p e0Ste1R6FOREST MOODOTS ROSEBURG FOREST MOM= -/ -JOIST GALLOUT The plans may not be re-used or copied,In whole or art,without written permission from Pacific Lumber _ JB RFPI-20 3/4 +/2 12 4 413 company. J9 RFPI-2o 3/4 1/2 5 , 12 6o P y.which retains copyrights to.and ownership of the plans.Use of these plans ze any other B =BEAM(FLUSH w/JOIST) product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or DESIGNER: KAM/L.HENDERSON DATE: 6/29/1 6 NPR -HEADER(BEAM BELOW JOIST) AccewaH> copying of these pians,Infringes rights under the Copyright Act.Infringes face liabilities that IncludeRFPI JOIST H1 TH011950-or-ra95 penalties of up to$20,000 per work Infringed,and .0 $10000 per work infringed willfully. BBO-BEAM BY OTHERS Hs "4:9 1/" +o 6 fPmpaoa PL 1 6—2 9 6 (MAIN)MAIN) SHEET: 1 of 2