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Plans (12) /tel-Si c * 00-5-;_a/ /5c.c Sw - ' , r h ` .-- - -r=- ,, :-`' / \ - -..-.0,- • ,'- / -.�. , , .7 Pacific LEGEND: -'i. ;xx � / ,.i�r,-'` - .. 111 _ -vs-- SANITARY SEWER PLANT STREET TREES: ROS l � / ,„„--/,,,,,- . /."? 1' Communit 2" CAL. KATSURA TREE/ S� SOP / = � �< 11 Desitm STORM DRAIN Y CERCIDIPHYLLUM GE / = `� vv� A P w - WATER LINE 0 '� o / / k}4 12564 SW Maui Street JAPONICA, TYP. / `' t" \\ C..) MANHOLE Tigard,OR 97223 1 A\ , - [T]503941-9484 FUTURE CURB AND GUTTER, TYP. A/.• i' '' ✓ r'� z 1 8 / '12_ / A\\� � V CATCH BASIN DATE: 1ziovzo16 .— .--,, ,_>,,--- / I �`v 1\ \\ \\ STREET LIGHT REVISIONS 10.00' i - 282.3 / / %\ � '. ) _ _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT n`'=-� ��-/ �� f�W / / 1 �, \ `c EROSION CONTROL : - ?''' - / ,• s \\, STREET SECTION, SEE -- - ; . • % \ /\ \\\ \ \NI\\ ©185 CONSTRUCTION DOCUMENTS • Tii11T • 1 Ur, _ Q 1 / 21.96' \� \ I1 1 f / 24.73' ` .I 1 \,e SETBACK SUMMARY ; � , 1 11 I IF lI `,1 V FRONT SETBACK: 12' / i j �. I� -- ----4 ----�I�_ ---- Z I �;1I N N N N REAR SETBACK: 10' - I I , 0 �, I i, ,I / /` / \ COVERED PATIO: 5' /' -%- -----%-- - 1 1 SIDE SETBACK:* 0' --_,5„------ % 1 1 `0.00' 181��10 00 1 : it I A tGARAGE SETBACK: 20' E R �i t 1 _. i 183 184_ =-LI 1 t `) PORCH SETBACK: 8' O l; �� =: 1 I 1 , f 1,339 SF 1 E / 1 \ \ \ f 180 � � 1 9. 1' �'� 1 ' i _ BUILDING: - 1 / ' 1 ' ' o �, v \', 1 r. / I / 1 Ol i`' * FIRE CODE SIDE SETBACK: 3' , -" \ II 1 , _�; 5PLEX-K7A � -- _ , , 1 �: T T H 5 I \t ` RAT$ UFF=284 7 ___ 1 II ____ -��- -- __ _- 1'�1 / ' ' ,/ I 1\ 179; 11 I 11 1 1 G FF=275.7 _1 I' 1 1 ,l ! 11I ' 1 , FRONT _ 1, III LOT COVERAGE: o \ 1178 1 I �, �"]' GARAG E 1 -1- LOT AREA. 1 339 SF 67) N 1 Z. --- 1- 1 I 1 II:)' \;33 �� I �` ,-` \ I i� — �� 20.17' —1 — �: q '� q� RIVER *----/____ _ _1____ _ _______ _ y 1% BUILDING FOOTPRINT: 565 SF ��'_ \s �,� 1� _ --_ 15.63' — — — 1 I� 1 TERRACE -i 6.00' _ _ _ , ' 3 J PUE i . % 1 .L•..41I .T.,� _�� . �• II D. --= '/ / '� 1 _ter ,. a ' w.��� Ij J 1 i i to COVERED PORCH: 35 SF NORTHWEST s � 07, / I��c�: 15.4 ! MI t lasso 11 ` ICI / i i 273.8.. - ' ' / CANTILEVER LIVING SPACE: 9 SF r. 0 cn ' 1i ] j 274I - — / .__ : '': All lQ7 _ v COVERED PATIO: 0 SF t . i 'r" 1 I km-,--------A, Y, ---- WATER METER i'� ,_.__._ PLANT (1) STREET TREE: . --_ - DECK AREA: 72 SF --' "\ s - 2" CAL. SKYCOLE - LOT 181 o •- � HONEYLOCUST/ GLEDITSIA TOTAL COVERAGE: 681 SF PLOT PLAN l� ' } � ` - VISION � I �y5 — r SANITARY LATERAL TRIACANTHOS INERMIS - CLEARANCE - ��i I ' 50.9 % 0 _ A - - SW AUBERGINE TERRACE , TRIANGLE ��� �-,.. �-I N �, ,-r IMPERVIOUS AREA: 788 SF iN 'a 32.00' � , „._ _ _tia c o E2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved i ening9 PROJECT NO.: 395-037 TYPE: CONSTRUCTIONO 2S1 M D ¢ : 1 ?`//� / !/ SCALE REVIEWED BY: PRE N. LOT 181 (R-12, ROW HOME) initials: / 10 20 Li5 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET D. 13306 SW AUBERGINE TERRACE z t1S 7,,2 0/6 --60-5;27 / f.- ' / / LEGEND: SANITARY SEWER 1, m. hL Pacific `( s •r _ /' ss__ ANITA PLANT STREET TREES: RC 0 -,r' � �� y �/ " e ,� Community 2" CAL. KATSURA TREE/ S>� RpP "�''" --,'�,r, 40, -------`t/- STORM DRAIN Design CERCIDIPHYLLUM GG°RS "/ ~. = '' '� i; � t �� /.'�� WATER LINE j \ �'� 12564 SW Main Street JAPONICA, TYP. „ - fr �� )/-' ♦ , \\ , , s C,) MANHOLE Tigan,OR 97223 / .-" �� (/ r / % G�� t i [1]503-941-9484 FUTURE CURB AND GUTTER, TYP. // y" -- } - `' �' \ \ CATCH BASIN DATE: 12/01/2016 ,i" '' �� "-.' ` ......‘,‹e a s -j1.$ / / , ;ti \', �� �a I •� '� � � `\ \� STREET LIGHT REVISIONS 282.3 �� / \ %�`t l�' > STRAW WATTLE PERIMETER 1 NO. DATE DESCRIPTION 10.00' * ,� �.\b 6 / / I , t \ LANDSCAPE TRACT ----,-- '- Y` ---r--- \ ' ` 1 EROSION CONTROL J - 'p 'r,--- ..� / \ \ ,� \,, \\l V- 0 STREET SECTION, SEE7 50 -- Fy -4, / I � CONSTRUCTION DOCUMENTS PUE , I `- �- �; :%'� �� 21.96 I \j !1 \�� `�\ 1 � 1 �/ /24.73' ; 1 \ ' �Le SETBACK SUMMARY -, r ..... -'" 1 _� - - - �� �� - - - - --�� ��: } �I �� � FRONT SETBACK: 12' - i- C,I Ijirl_ ---- ---- I� --- 1[1, r;;11 N N N REAR SETBACK: 10' 2 %'� 1 1 °� It —� (� 1 II i� / / \ \ COVERED PATIO: 5' 7:: j, • I 11 � I' i 1 I 5 I / \ SIDE SETBACK:* 0' "f 1 \ I 1 S I0.00' �' 181 0.00' I I • J , - ', 12 / GARAGE SETBACK: E \ \ 183 184._. - 11' 1 / ° :� PORCH SETBACK: 8' m / ° �� �� ISI 180 1,339 SF --/_/ 1 Ij f 1 �'� 1 IV BUILDING: ' E !I /� 11 1 � * o \` ` I t l 1 % ;._ ; 1 /1 FIRE CODE SIDE SETBACK: 3' L-- ' ' 's : 5PLEX-K7A 6 II _�___-_-- ,iJ if / r T"*' H RAO _._ U FF=284.7 ' _ --- "I - / r'' o i" 179 ' _ '. 0 t ' �‘ 1 1 I-_____- ; GFF=275.7 _ 1 o �` 1 \ III FRONT - 1 i _,,, 0- /� o \ \ \ '78 rr=-` ,I 1 I GARAGE , - -- r "1 / LOT COVERAGE: c7D \ ,, st\ p � �} I I - I r' I I I 1_:�frr _ /I / i LOT AREA: 1,339 SF _ I 1 t / RIVER , -ir- !AA, I l _ _ti,—A i- �' I / / 15.63' 20.17 - - - _I _ t' I I . I ii BUILDING BUILDING FOOTPRINT: 565 SF TERRACE 0) s 6.00' i 1•1._-_ _ / - - - - - ;' , I f 1 t z , 3 ��i J PUE ` �I 13. ��p 7 1� �11"--411."1"3""'—'1"."°"°—.1"----="514"4"----.,...... ����,� .�, li F. ! COVERED PORCH: 35 SF NORTHWEST ��- 1'���' I , � � - 15.4' i �����( _ ' �� — , j _ ;: 273.8_ CANTILEVER LIVING SPACE: 9 SF 0 N yea,....,...._ \ 274.6 :''_— 1 \ o ( COVERED PATIO: 0 SF r i0-. t - �, 5k DECK AREA: 72 SF __�--- WATER METER ;v, PLANT (1) STREET TREE: 1 ' '\ - �,{t �._ LOT 181 I n f =� i t 2" CAL. SKYCOLE TOTAL COVERAGE: 681 SF N '' HONEYLOCUST/ GLEDITSIA PLOT PLAN -J--.- .,-' VISION SANITARY LATERAL 2 TRIACANTHOS INERMIS " R CLEARANCE -- � 50.9 % `14, ' GS'_~ VD SW AUBERGINE TERRACE 1TRIANGLE 1�..~' IMPERVIOUS AREA: 788 SF N o a-- 32.00' 5 ti 1 . ^J_ L / o i N l [ _ _ ti > ` _Lr,__ A _ -2--.- 93 RIVER TERRACE NORTHWEST (503) 221 -1920 �ppr®�e�' p iurl o�irlb9 a C Date. r c , PROJECT NO.: 395-037 0` 2 S 1 W6 lG 1 TYPE: CONSTRUCTION I n lt'a I 1__ SCALE REVIEWED BY: PRE CO LOT 181 (R-12, ROW HOME) , O ,O 2D co RIVER TERRACE NORTHWEST O 1 INCH=20 FEET Q 13306 SW AUBERGINE TERRACE Z 12'4111T-101@' f T-01/2 f 12-1' 75-0' I 21�� i 447' 1 11 01. - /44 j_. . 0 I ef,ie, Elm . . , illimilmnrmin ... 4j ;1 ... ,iii1M1111111111.1•1■1 r „ or r limili a' 10,4109Vvri, 7E71 lit, 0 4 ';". "- ,, I;". a °,001,F4,not,i Id k4. Ill riiipt wirAANdrAirr.' 2- incl ea ii Irmo mil.' 101;41;91.1111111 4 4 Itur" I/-Ni6Aolol • +■■I iiia �- - ,� !!_I imim 4 .4, !411141ffiliil -Ltt Lai � I Ie2 ,.: .1/2 �iIri�Ih11 r -n IL Alt1/2 ,, LI ii 1;1-1 111,11 --' -■I _' .. ,, MOND(2) I. 1111111 ciaII 5 ki ' ' I : ! V ' ■7Ri I �! — ' iV � % IISIFiF -� NOD _ - r 1.. H 1 :' —�,: ,# I I ei ii I, y • 14'41-4t/ LIA1 R-11116—'1.—.111111111.1/ di v e I S rd•I iI1L1I1U■ �� �`� ■I / 0Aim gip`+■■■ .. ' I — ii '"" rX—.1, e fi re—i--- I 4 4P1111111 U ! 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE , <START FRAMING HERE S START FRAMING HERE > <START FRAMING HERE G <START FRAMING HERE 0 0 0 0 0 _IBM4OI __JBM6 JBM61 _ JBM6 J0M40J _ II y -� v- I RM1 IRM1I _ IRM r,M,> 11,_=c -_,,,-- a -�- WI aI -. K - 0 RM 1 \ RM1 II <7 c I� -} o ...-.- - O - III _ III moi."o o .$L „ III I --. - _� 0 1 1,r.,;el. LL E LL E E. 11 - cpPi - IIS II II m 1H6+ - g II® I�JIfu� toi toi LL LL III o I s a ' r`. ( I2-1D-15 0 Ilm .� m 12- 3-1 II® J`.4 0 �k- Lm�lltt o Rv\ I X13-0I-0D III W k d 5 llt m d m e III �121D 15 - a o II III 13-0'-0D A(� I Q —� b UI tl d W a- -�- ��5» a a mo tu, 1 FOS s. - o F05 4 �—� I+ d o -1 4 I f b R mm •I e — q ® F, Mf r a a mr I� `G 9— I �n I I I .c I �II inD III I 100o. 1 �., P iii IRM1�I - �� '�- w - I �� RM1I 1 0 LJ a u. LJ I 0� �1 co M RM1_ I. ®rl• — IIP > 911 _ IIP' NjoRM1 II N N II � II .- E B f I 4 . y 4 ala> I?I N 4 •�, je, 1 I. .cc Il 0cc _,_ � i L O I`�LI c I to re IIPin — r N "9II K IIP Is _ IBM21_1 J1 i l _IBM2( JBM2_ig� J 1 U U 10 RMt . •up 0 !''' /1_ , ICI . " ° 4 RM1 411 A A A IM Wow n 11 g 1 1. i Y si r a w — i -1 12 12 I 2 • r I E RM1III II1RMt re _Val R _ I:I,�Irn 1-0300 re : �; -M1 RM�1�p V11� A ./ -t2 IRM1I r -Ti 1 r 0 IRM1I se I4- IRM1J Q 0 V UU 0 V V0 0 ii cc Q m 0 O 14 re O re 5 0 re LL Q = ' = Q o T co N co o V) -i- Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RMI 37-00-00 1-3/4 X 20 LVL 1 B POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-314 X 20 LVL 1 3 BM23 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 1-3/4 X 20 LVL 1 3 FLOOR LOADINGraCin umber BK1 11-00-00 1.3/4X 20 LVL 1 5 PL16-296 UPPER BK1=BLOCKING BM40 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 40 LL 15DL & TRUSS COMPANY BK1 10-00-00 13/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR RMI 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4X20 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 BM4 5-00-00 1-3/4 X 20 LVL 2 20 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I 1: .....1"...--- .. ....... -�—II BM2 4-00-00 1-314X20 LVL 1 5 ACCESSORIES QTY 1I� �— �—`ill RMI 4-00-00 1-3/4 X 20 LVL 1 3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA M4-00-00 1-3/4 X 20 LVL 2 3 - __ RM1 3-00-00 1-3/4X20LVL 1 3 H1T420 86 RMI 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 RMI 1-00-00 1-3/4X20 LVL 1 6 1-3/4 x 20 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. ( 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 CONG.STEPS GONG.STEPS GONG.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING ME NMI bill If/ - NNW FOR PLUMBING — _ - 5)PROVIDE PROPER SUPPORT AT ALL -,-77-----71.M.... ...-- - iii��ll ii- ---,--L�i��iTu3'n ll Il�ie�iu1 i�'tu ri�i;: '1. MIli�i:�i=..uil�_ mK-zaII I{�i5.� .=—_—T'•�=--ems.' SHEARWALLS I tr I 1 I5 11 II 1 TN/5/SA PL�iGEMENTP44N ONLY. .II51 11 �— :; 011111 This layout is to be used in conjunction with ,I ! 111 ! I Architectural/Structural plans.verify all I ! 1Ii , 1 ,. 1. I� 1, II .� I: I 11 ,� shear wall blocking placement and connectors Purchaser responsible for approving this LOAD SEARING LOAD BEARING LOAD SEARING LOAD SEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL DESIGN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR 1 EXCEED THE LIVE LOAD (***DECK CONDITION CONDITION***) OF L/450 FLOOR LOAD/N6: 40psf LIVE LOAD .1-1/2 RFPI-2O S 1 6"O.G. 9-1/2 RFPI-20 5 1 6.'0.0. .1-1/2 RFPI-20 et 1 6°O.G. 9-1/2 RFPI-20 W 16°O.G. .1-1/2 RFPI-20 @ 15"O.G. 1 2pef DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LEEP/N6 AREAS: ` / R 90psf LIVE LOAD \l. R1 1�/ Rt R, 1 2p6f DEAD LOAD -� RA, ;1 'I li�—' '—I _ Y II 'I If t.• r-1-1, �;� I P —, pal' I I ROOPLOAA/N6: -Y 11 , 1I ii 'I• 25psf LIVE LOAD it 11 ( y ® t 1 TpSf DEAD LOAD R, I 11 1 ii I II 11 1 11 1 J 11 py ,, _3 4 J$ 4 Js -*II I' I: lil �6 b J .la j� a� JP a � R1 11 1 , Je al II �� I 1 I 11 1 �1 _, 1, -In J 1 I iII' I 1 1 �) .-1 °. R, 11 � 111 _,— °.5 ' _ I II �� I,•; I i I i I Ri ,.°,,, I: 11x 1 II N R, NDICI I i - h ' I' Y� I { '1 .� Jh .r J ,h _;r t ! Rt II •lir F:=7". .. H ` .,n 1 ti �4 9 1 h 0, _'r 0 Jh J - 1 1 r it ftz�I it II � -2 B4 1 II I J-I II 1 1 .1 11 1 1 11,:: -� I I t Hi, o �I- I ! 1 II J1 i �! I II 1 II II - 1 1, I 1 ,, I I 1 1 R m N :"A=„...17=''1".7''"" �1 'e .>t I'� II 1 , R, R1 1 ISI ! ! R, R III il Y �' F' '1 % II R, fti 1 R 11 1 1 n 11-'0' l 99 J 1 R1 1 1 1 RI 1 : 11 R) RI BD II1 1 1 ! 11 I. 1 RfPIBLOCKNGPANELS rum BEARNGr1ALL ABOVE 11 I1 1 11 11 If 11 II 1 11 1 R3 t 1 ! 1 ! I II I Rz :1'111 1,11' B B 1� I AlI 9 POBrB ROMAa� oBEARHaBE� HA2_. 441110 IIerA..L souas9 BLocrs 1 .' reR xrAa to MArcx 11 11 11 11. BEARNCARugBLocKS ..z - 1 1 ( BELon ra rosrneovE 1 I - ''. 3 B .' i : ti ii `V �, R �' y � ' Bs� II I1 11 •!' I .p LH 1Jv 11 II th-. �-TT 7 4, -p II �Bs • ;111Th' 1I\� I + I B J S B S J .9 .1 Ja - P ,I 1 I �a JA �- Jp -Bis B. I'�a �� -I' 4 1 1°� �{l� B ? d 4, = ��- �I 11 I q l �y( li �' 1B'' : a'! 11 I' 1 1, bb I 1 l'� ! 1 q1 a BTIi „ .11 I I 1 1 { .1 I ,f Jz -� az k J .I I 1 '11:.' II 1 RS 14, R2 1 i I lA Jp 1 1 1 I I 1 ( 1 I� I a � 1 ;11� I R2 I ll � e HDAS I d I 1•111 l J H 5 1 L: y _ _ .. N R9 - B _ ' _ _�!. .% ! POST LOAD TRANSFER DETAIL R2 L`__11 ---T.' F: x �. rY "_•.._I5 .� T '. ''. !IBs L 1_. !1 �_.;1R, 2 I 1 Rz N.rs. 11 1111 11 I 11 111 1111 + 1 04) €4, fi IMPORTANT./ I .4...FOLLOWINGNATERIALLIST COVERS ESHERCONDITION•"" I REFERENCE INSTALLATION PL 1 b-296(MAIN) Sore lDO-154) GUIDE FOR ALL FRAMING POLYGON ENGLISH REN VAL 5-FLEX E-1661 K-1(61 MHO. Material Meth myth Grade sky cutLte Tate DETAILS AND I-JOIST INFORMATION R1 1.151-VLR.m 1 3/4 9 1/2 ,.5E 5B 20 160 R2 05 1 9 1/2 1 16 112 1•1251 B550G BEAM 5 1/2 11 1/5 2.1E 4 16 64 H0192 Lee0e11185.1.-245-V4 3 1/2 10 1/2 93•2400 2 14 26 HANG: HDR3 LeDcede5.L54F-V4 5 1/2 10 1/2 Fb•5400 9 12 06 Pacifi umber SI RuidLam LYL 1 5/4 '/2 1.5E 3 4 12 �� 52 NB SEA LYL 1 3/4 /2 '.5E ° 1 ° MAIN FLOOR JOIST LAYOUT (H r-HANGER GALLOUT B3 RaidLam LVL , 3/4 v2 se 14 ,0 140 �1 Ba BNB SEAM 5 1/2 1/2 2.1E 2 6 12 SCALE:1/4•- 1'-0" ® 55 516 BEAM a 1/2 1/2 2.1E S 24 -SUPPORTING POST B6 BIG BEAM 3 1/2 1/2 2.1E to 4 40 & TRUSS COMPANY Bl BIG BEAM 3 1/2 1/22.1E 22 14 30 e -POST LOAD ABOVE BD BIB BEAM JB1 131-KG 1.15 LVL 3 1/2 ;;� 9 2.,E 2 '6 . 32 3/4 1.5E 11D 5 354 ROSEBURG FRAMING SYSTEM" R -RIMBOARD J1 R51.920 3/4 1/2 9 1D 162 105155W ALLEN BLVD BEAYERTON,OREGON 9'1005 (503)858-9663 J2 RFPI-20 3/4 1/2 t 1 B 66 qualify fn LB -LVL BLOCKING J4 R111-20 5/4 1/2 2 14 546 q tyeng'eared wood products lw to av er• PLAN: ENGLISH REVIVAL 5-rLEX E-1(A)K-9(A) (LOTS 160-154) J4 RFPI-20 3/4 1/2 2 10 30 PACIFIC LUMBER COPYRIGHT 2016 JB -JOIST BLOCKING J5 RFPI-20 5/4 1/2 +6 39� RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J6 RFPI-20 5/4 1/2 t 4 26 These plans and the designs are cooed,copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT J1 RFPI-2o 5/4 1/2 16 26 616 The plans may not be re-used or copied,In whole or part,without written permission from Pacific LumberROSEBURG FOREST PRODUCTS ROYE51.GFORMPRODBO'1S PLAN DATED: 6/28/1 6 JD RF5I-20 5/4 1/2 12 1 45 60 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) J9 ,19519-20 5/4 to 5 u product supplier other than Pacific Lumber Company is strictly prohiblteA unauthorizeA use or DESIGNER: KAM/L HENDER50N DATE: 6/29/1 6 NOR -HEADER(BEAM BELOW JOIST) A eeles copying of these plans,infringes rights under the Copyright Act.Infringes face Iiabilitie5 that include RFPI JOIST HI ro11,955 Ho,1950 r- l95 4penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. 550-BEAM BY OTHERS H2 Isco'a'/9 ° P L 1 6—2 9 6 H3 61,4,0 ,o °Q� FOPaT°P��� (MAIN) SHEET: 1 of 2