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/`1--(7 cc/(am COSI ( 13362_Sld pec% !r/Q' )?/ PLANT STREET TREES: SW ROY ROGERS ROAD LEGEND:�� SANITARY SEWER Pac,i II c 2"CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CERCIDIPHYLLUM SD STORM DRAIN Community \. x� Dcsign ;\ JAPONICA, TYP. . , yr WATER LINE _� �_ j ,� ;i V�� 10,00' i 12564 SW Main Street � ® • MANHOLE Tigard.OR 97223 /,� LANDSCAPE TRACT "C 503941-9484 _ --�--- fir.` /, `, m ® CATCH BASIN r - 1 h DATE: 12/15/2016 STREET LIGHT ° -+� ° c- r a� ir- - ,Yi — + % � REVISIONS ��,: .y\ ° —. -,- ��•`,.`J ___ °D i - \, % o�� ° — 14.3/ '' ,''7 - o,.`. i o Q_XX� NO. DATE DESCRIPTION D. _• STRAW WATTLE PERIMETER _ _ _ � a' _ --,,- -,--- ----° -.� ' ° �`_`-�_/ ' �-'— — . . �\ - 1— EROSION CONTROL _ . — _ ___ _ 10.14 277 ,,,i ./. STREET SECTION, SEE I I o • I — — - — —�_ — — — — 23,4° , — — —j®f — — — —_ - 0 CONSTRUCTION DOCUMENTS �/ 278 _ ' o 276 / N '''\ I }'— - I — , 274= --- -_- —— .= SETBACK SUMMARY I r 1 I � I 1 �i2_ 272.---_--,-�d � I ,�- / I ° I f I I I I I FRONT SETBACK: 12 I I II 189 I r REAR SETBACK: 10 �� // 4 i 1,676 SF 4 COVERED PATIO: 5' a1 �. =' I( �� �I SIDE SETBACK:* 0' 1 I BUILDING: GARAGE SETBACK: 20' a '��� �� II 5PLEX-E7D - i ..i4:11 . ....PORCH SETBACK: ... ........ ... 8' ..._. .., ) v , 11 li I I, .. UFF=279.9 I191 �� i �1� GFF=270.9 I 1190 * FIRE CODE SIDE SETBACK: 3' // '1 �� 185 186 187 I N 1� 4.33' �� ' ' 11 FRONT 1-HR FIRE 184 S / �/ I GARAGE ; RATED EAVES H I v 1 1! o <7 / / I ' iii-r — II __ .. q �.I' -- Y��Jr`I _3.00' -� LOTCOVERAGE: 4� Lam— 0 i / I 20..00' LOT AREA: 1,676 SF �/ / D iIli _ 18.67 RIVER h 1 BUILDING FOOTPRINT: 646 SF L _.,.\ V) I 1 — 0._is..01110 ..r..:s:.k TERRACE a 'PCD �I� o TRACT H I / , ���� �� v 6.00' I COVERED PORCH: 48 SF _ .,._ 27o s NORTHWEST . \ ' i _• / \ , 270.7 --ow, PUE Al_ -- �- / 0 / �� � _� l AP Ai CANTILEVER LIVING SPACE: 72 SF o / / D. 1!� '' ABANDONED SANITARY LATERAL -- '„i - n �_�10N / / ��` �`� COVERED PATIO: 0 SF P. Id '" WATER METER M D / 114A10.--- ,y-,� �S — DECK AREA: 92 SF ci: ' ° STORM LATERAL GS;d ., r / / , = M \`,` + J� 32.00' TOTAL COVERAGE: 858 SF LOT 189 1 — ler PLOT PLAN F SANITARY LATERAL ' �, � i /" g5 ss 51.2 % L 1111111111111111111111MIVAIMIIIIIIIIMiN-.M".."- c 40%/g N 0 '11.... 440 ____-. }' Ss ` SW BEACH PLUM TERRACE ♦S" IIIIMIIIIIIIIIIMPERVIOUS AREA: 1,075 SF VISION i-�0 _ --� _ .q. D t v vV D l �\ �, j _ D ° e�'� T — � — �\ 0 CLEARANCE SIDEWALK __ — TRIANGLE \ - `� _ \— — m 2 RIVER TERRACE NORTHWEST (503) 221 -1920 C1 iGAfCP o Approved by Planning PROJECT NO.: 395.037 2SC A„ TYPE: CONSTRUCTION 1 W6 SCALEREVIEWED BY: PRE 4 LOT 189 (R-12, ROW HOME) Date: � /l ICS ,O 20 RIVER TERRACE NORTHWEST initials: LSIM 1 INCH=20 FEET Z 13362 SW BEACH PLUM TERRACE '1S7 c/ -00_5-6,6 LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD Pacific FUTURE CURB AND GUTTER, TYP. 2"CAL. KATSURA TREE/ ss SANITARY SEWER Y CERCIDIPHYLLUM SD STORM DRAIN Con�munit �y JAPONICA, TYP. Dcsign w WATER LINE .-"--:\-\/,, 10,00' �\ 12564 SW Main Street �� � - it ' � �� LANDSCAPE TRACT �� OO • MANHOLE Tigard.OR 97223 503-941-9484 7.50' 1i ..�._ _ � t / - _ --_ -- DATE: 12/15/2016 v -? PUE � n __ -_'"'. - �� '_7------- STREET LIGHT _ ■ CATCH BASIN v 1 a .� - ° ,' \ \'k%' T — - -/ ---- 1- ' -- ' �' J�� REVISIONS a a ° a �° STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I:. / • -� ;� 4 _ of °a----6( _ ° �;14.3T' ° q cxxDo� EROSION CONTROL 4:�_ - ,+i 278.0 �_ r _ ..„4 - - - _ 10.14 ?77.4 STREET SECTION, SEE -a _ -At - - +� - ..f+ - - - - - © CONSTRUCTION DOCUMENTS E �r _ Z3.4' - - - _ ii— '� _278 I # _____..___..--- / fl 276 _ // / I I I I 274— }� — B .. .,,.0 - = SETBACK SUMMARY • ( ---- / I I i f ,� I 'I I q FRONT SETBACK: 12' / I '1 I� 0.00' 189 :, xx( G ` 11 REAR SETBACK: 10' �,` .11 1,676 SF U w COVERED PATIO: 5' �. / ( L Il _, �__ I i SIDE SETBACK:* 0' �` -. l 1 1 BUILDING: I 1 GARAGE SETBACK: 20' a ��� 1 5PLEX-E7D RI PORCH SETBACK: 8 1 �� ° I UFF=279.9 I I^i 190 191 CV •�J> 187 188 GFF-270.9 I I FIRE CODE SIDE SETBACK:3' 1 2 / 185 186 N 4.33' N i FRONT 1-HR FIRE u 184 /�S / + -� '{ GARAGE ; RATED EAVES o / I ,� _ la -_-li _ - �■.r - _��� � I _3.00', . — -� -- LOT COVERAGE:co / / {" / ______ .........._ I 20.00' �__ _ _ LOT AREA: 1,676 SF I 18LIII .67' — RIVER N Lai \ �/ 4. I / / i \ a BUILDING FOOTPRINT: 646 SF �� /A, 0 1 I / — �, ..► _ r: ..=___ = ffil TERRACE o ...------- 5 I .----"-- CD,. 1 ,r�mss: �� �,. 18.4' ID ���j TRACT H ( / %-• 1/�� 6.00' COVERED PORCH: 48 SF 03 1 „ s 270.7 -' 0 270.$ PUE NORTHWEST // a � �� NIM 4 CANTILEVER LIVING SPACE: 72 SF 0 / � ' ' ABANDONED SANITARY LATERAL ='��=:,� '— 1T�ii:.,- i / ° / �' �� `- WATER N - ` �` COVERED PATIO: 0 SF 4 ER' a � � '.� /►i s '7 ` r ,�f — ps DECK AREA: 92 SF co 0 ��� STORM LATERAL a W% / M LOT 189 /� , •i- 1 \ 32.00' TOTAL COVERAGE: 858 SF PLOT PLAN ss �� ( i v`�' SANITARY LATERAL I-- — Si o d fi _} C15 51.2 % �. .,- = s5 \ SW BEACH PLUM TERRACE iide ,- - IMPERVIOUS AREA: 1,075 SF warm _ 410%1 o J SS 0 VISION ,\-- -- ---°- \, d { ° O CLEARANCE SIDEWALK / \ '' /� ` - ^' - - ` -t TRIANGLE ?68 \ ', .1 _ �- '�� _` �' CITY - `iter RIVER TERRACE NORTHWEST (503) 221 -19200II PROJECT NO.: 395.037 o C Approve,. 1.. y Planning 0.. 2S 1 W6 TYPE: CONSTRUCTION N. SCALE REVIEWED BY: PRE co LOT 189 (R-12, ROW HOME) � e'� 10 20 0. RIVER TERRACE NORTHWEST r, t;a:=. -- LO 1 INCH=20 FEET Z 13362 SW BEACH PLUM TERRACE 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 , <START FRAMING HERE 0 0 0 0 0 BM6 JBM61 [BM6I IBM6I BM6� ®I,` RM1 RM1 Ilr r KI T I� M1 1 c RK RM1 WI II` - c R RM111 v -a- v =11 — "3 II--- _ - I..._ o -,-_a_-11 0== = 'ti.==, � - 1LIT__Ii_ -�1 �IL- I vim+ -,- -} �_v -!I�_ am,. - 5_ - II - -. -� ��. _® o - _ .T _ _ r' ,u�, w a, m as 0 i1• .n rn am m rn rn In 'o o SIL, rn rn rn w o m '-`'ill c t R I 8 0 0 CO 0 CO SII n i R o �o I1}I o 0 o po o Ilv v II o �U. 0 0 o II ?o b 4 R o o ISI O �0 U_ o ii2 G 2 o o m 2 m w IIS 1 0 O 1 O LL LL LL LL LL LLI C O LL Li 'IMt�F' LL �y LL LL LL I I LL LL LL LL LL I u LL (O O LL ly lltil�'I LL LL LL LL LL O �Oj• lOL OLL IOL LL 11 O 1 O 0 1 LL II LL j @ 12-1015 11 m CR.) 12-'}150 L .m A 4 a 2-1 II-15 II_ ? LL 11 m u. i o v I`` , @13 1-00 III 4M ill a s a I( H a a III S Ill Ea c If 13-01-00 AQ II— v —I w a F05 a o m o F14 F14 F14 o A u c F05 a n f I r a W F11 F11 �- I F11 E N F03 4 FO I +[1 F11 F11 Y i� F1141 F03 ® o n , n_ F03 1 E03 a F11 F11 a I F11 l F03 N _P F03 ® F11 F11 I F11 i D I 9 F03 F03 a F13 F13 .2T1 F13 I Fna F06ip 3 >8‹. III F12 F12 11 SII b F12 ll IA / F03 �a F03 RMij O F04 n RI F12�� � F12 �Ij E12 F04 �� RMI) N1n (0 2 Ig 1J N F1211 I 0 5 �RM1CO11. F04 P F12 �I F12 I F m F04 mRM1I q ccF04 N N 4- F12 I �•• F12 Q N1 4 F12 ,.I cc 0 F04 F03 �©IH CC 2 mlN 0 F12 I� F12 � Fr 0 cis F12 NI�I F03 _P F03 � Ii 11 8 (h ® I F12 Yi' g 2 F12 u F12 g D IU F� cc �® u — IIL -��� F03 — ,� IIP F12 F12 II IIP F12 � li_re.' F03 III � w ��1111 1 III n I m F03 b a III F12 F12 F12 "' N I F03 IBM2I d I I L_ 4 BM2I IBM2_„, — I F03 F03 v 10 LI F11 Iop F11 (J ! J F110 k I 4 I F03 IRM1 a F02 a F11 I 0 , E11 F11 I � ® F02RM1 1 Ia 0 m F02 a F11 F11 A I I t N F02 IRI F02 i F11 I F11 Y. _ = Eli D F02 b F02 F11 ® F11 P A _ w 2 F02 F11 N F71 -a I I I i ' E02 9� i h6 F02 .4 . E11 I - E11 a ` J i F02 *1-1-1 Di F01 �dRM1 1-03-00 BM24 M1 IRMLI F155 BM24�1-03-00 1-03�� B RM1 dJRM1� O �� �g cc IRM11 .J cc 1I IRM1� ��l F01 1� 17, IRM1I g IRM1I >- 5- 5- 5- Wg W g W g W g a D a `- ' G O Q o a re O re O re 0 a1 00 D. re LL fi a a = = a = O CO CO CO N ib it, ZO Eta II + Products PIotID Length Product Plies Net Qty JOIST WITH RIM 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 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 185-189 ALL BEAMS AND CONNECTORS PER ENGINEER ��� umber RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING 40 LL FLOOR LOADING: �,a BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-295 UPPER RMI=RIM BOARD 15DL8L TRUSS COMPANY '. BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/29/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _ BM6 10-00-00 1-3/4 X 20 LVL 2 10 RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I II— —'.���'—• —II BM21 5-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I—I—` III BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 ® HIT420 84 _ RM1 4-00-00 1-3/4 X 20 LVL 1 3 _ SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen, remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 C PATIO CONDITION ) CONTRACTOR NOTES 1)VERIFY'ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED 0714E121.'11SE) 5)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERNISE) 4)USE GAUTION WHEN GUTTING IN= MIMI MIN MA IIM FOR PLUMBING - MEM t - - - ... "'"---1...a.t•-"i***-lomi-iiii 5)PROVIDE PROPER SUPPORT AT ALL .--7,-----•Mgamm-all iiii-mmiliniiiiiTMilWil=ffirmiEiiiiimmili iiMiliii-i• --...=,.. 1 iiiiiii. "--ikLas---I-Maigilli ilii,,-6.111itilimill-ml-Mii...iii-- SHEARWALLS I .: .: .: rammin 11 1 I 1 II i " 11 11 I li-17s Ill- ] II 1 1 1 ; 11 V 0 li . I i ! I'l •-... --- -.-.:=1 i-,--..--...--- , I i 11 „ ; '' I .11 ' 1 I 1 1 ' lirl I I ,_ THIS IS A PLACEMENT PLAN ONLY.tors 1 : IIII 0 I 1 i i This layout is to be used in con junction with I , sAhrecahritwecaiti ubri aolc/kSitnreupcitaurearn1 pelnatn sa.Zi ecroi fnyn ea cl I „ 111 11 r II 1E II ill 1 11 III III ' 1 11 i , 1 11 rti _ I Purchaser responsible for approving thi5 LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. Or...416N NOTES THIS FLOOR SYSTEM NAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA (***DECK GONDITION**4_) OF L/450 ' FLOOR LOADING: 40psf LIVE LOAD I .1-1/2 RFPI-20 @ 16"0.G. .1-1/2 RFPI-20 5! 16"0.G. .1-1/2 RFPI-20 5 le,"0.G. 'I-1/2 RFPI-20 @ 1 6"0.G. • q-1/2 RFPI-20 0 16"0.0. 12psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEPINS AREAS R I \ R1 / R I R I RI 5Opsf LIVE LOAD 1 2psf DEAD LOAD '--• .-- 1 , u ' • , -‘15 I.-. ' M 1 11 11 i I 11 tt t t I 1 11 II :, (f I f-1 '"'";1 : P 1 • , R0041-0A0IN6: I r 1: il 11 11 1 - 1 I II I li i i 1 ; ! , 1 II I 1 Ii 25psf LIVE LOAD ,, ; 1 1, 1 ! I , . II I 1 ! I • al II I 1 llpsf DEAD LOAD R 1 t 6 1' !! 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I I: 11 t i 111 I, 4. ii 1 , 1 -:17 1,-17,, HpF3,-. 2I , r It , 1 1 , iir II R5 il 1 1 'I II I II •• I ,1111 7,.m. , I I 1 i I ,I 1 I 1 i 1 I I 1 11 i 1 eo ILI I e al Hu,,, 1-----p-,,t,-,--, • I 1 „ , 4 17 11 .7 .r 4 17 4 -I, -Jr 17 111 17 ,1i1 „7 17 i i 1 I -fir 1 1 1'' -17 '1' l' 1 it ILI 11 II I 1 I il ' 11 I 1 I 1 ' I 1 1 il , I i 15)Li R2 FL i li II 1 1 . I i• I 1 H 1 1: ' . Ir 1 1 i !! 11 11 III ! i 1 I i .1 i 1 IIIIIII il 1 I Ii 1 j 1 11 . 1 i 1 1 1 II i ' I 1 11 i ,1., II Ji-t-L- ---,Ai- i i! 1 r • , 1 1 ii I _4=4*--A Al-----4, I ii I , i 1 ' II .........„„, 11 1 I I 1 1 ; , 1 Ii I 4 1! ,I , I ;I i I11 1111 il . " i i 11 ' I I I I 1 I 1 , . I< FF i ,, :, i , I , , , : ,, ,1 11 „ , , I 1 .,., II II 1 RI RI R1 11 1 1 II . R I I 11 11 I I 1 R1 R1 R. I i FF I 1 . , =r,,;LT,'„="70,7172`,:''''"' 1 j! R1 il 11 1 1 III iZ 1 RI 21 1 1 II 1 11 ii 1.1 1 I • 1 ii ii 'l 11 I I i RFPI-BLOCKING PANELS Yin BEAfUNG MALL ABOVE II I I I H ii I II . DV II II i I II il I II 1 11 H ., I 1 I 1 1 , , 11 I I N.T5 11 il I 11 r ilII 1 11 I I 1 . i• 11 i i I II II II 11 1 1 i I 1 --L,.4 4-,;.4.' 1 1 I I I 1 1 11 a l' 2 1 1 I II I I R2 / I / II I1 1 i . 11 II I i 1 ii I i Ii 1 1 I i 1 . • I , 11 :::: .1 i I i I II I 1 II I 1 I 1 1 --. - t -6 -1 -1? I 1 ...in ELoc..A Au .i I 11 H 5 i 1 3 . II, 1 I ii il JE": H 11 11.1' i''' 1111 ,1 1 fi'..r 5P7E RAT RA i'7116.r 5'AA R E'U'Ai."OmA7 Sic::6 IS2 i r Ii 1 il 11 '1 III - 11 II i ij 11 I I '. 1.i :: • 1 li 1 4- , , I " i • : 1 11 11 11 I• :: : I: :: , 1 i i I 6H 1 II I Li -i 11 1 I 01 1117 Irlir .• I 1 ,, Il, 1 1 _, .p I,N,r1 , ,• ,,, , Hi ..1,, d 1 11 1 11 1 0 40 40 I3 4p. I 15 '1 31"l'i r 1 .4 .4. 4 ,:10, 1 7 i IIIb lel Il ,. . , . ; • • I! ; 1 1 1. II I II I al Mt' i 6i,J iii 1 II 0', I 0', • . •. L,==------1---------, J.,..1, ' 41 ii i .1 , ::,1 i , L :. F. f ;I ,v „ II II e 116TI i I . , 1 1 I 'i 11 : : i , .,1 1 .,i i : :I ! 1 I 11 :1 1 iH' -I' '? 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Ili a 2 1 . !I 1.__!gl ISWO LJ POST LOAD TRANSFER DETAIL N.T.5. d _ Ec FOLLOWING MATERIAL LOT COVERS EITHER CONDITION••••. i IMPOR TA N77 REFERENCE INSTALLATION FL 1 6-2 95(MAIN) (LOTS IRS-IWO POLT6ON FRENCH REVNAL 5-111-5,E-7(0)1,1(0) GUIDE FOR ALL FRAMING Dirk• Distort.' rikith Depth 1 3/4 5rade arty COtLth TotLth DETAILS AND I-JOIST INFORMATION R1 1.15 I-VI-Rim 9 1/2 1.5E 5D 20 I 160 R2 055 Rim 9 1/2 5 1 16 BO HD,BIG BEAM 5 1/2 11 1/5 2.1E 4 16 69 .R2 Cascade 51.24E-V4 3 1/2 10 1/2 P5.2400 2 14 25 1112125 Lams.51.24F-V4 a 1/2 10 1/2 Mb-2400 9 12 105 i t!. 51 121410-em LVL 1 5/4 1/2 1.5E 9 9 12 I'1. LEGEND: 52 Ri9i61...LVL 1 5/4 1/2 1.5E 4 2 5 53 RMOLem LVL 1 3/4 1/2 1.5E 5 10 50 B4 EMS BEAM 3 1/2 1/2 2.1E 4 6 , 24 MAIN FLOOR JOIST LAYOUT ill Pac11-:\ umber 0._.HANGER CALLOUT B5 Risidl-sm LVL 1 3/4 1/2 1.5E 5 12 96 536 516 BEAM 9 1/2 1/2 2.1E 7 4 25 SCALE: 1/4"- 1'-0" BT BI5 BEAM 3 1/2 1/2 2.1E 22 14 Boa -SUPPORTING POST 55 515 BEAM 3 1/2 1/2 , 2.1E 2 16 32 159 BI6 BEAM 9 1/2 1/2 2.1E 2 12 24 & TRUSS .\ COMPANY 510 515 BEAM 3 1/2 1/2 2.1E 2 D 16 ED m POST LOAD ABOVE 251 BLK6 1.75 LA.. 9/9 1/2 15E 115 3 559 J1 R.1-20 9/4 1 1/2 9 'is 162 ROSEBURG FRAMING SYSTEM R =RIMBOARD _. 12.1-20 5/4 , 1/2 11 5 135 10515 SY1 ALLEN BLVD BEAVERTON,OREGON.11005 (505)555-.1665 J5 12,1-20 5/4 1/2 36 14 504 quality engineered wood products for iodatr's builder- LB -LVL BLOCKING .14 RFP1-20 5/4 1/2 2 10 20 PLAN:FRENCH REVIVAL 5-FLEX E-/(12)K-1(12) (LOTS 1 85-18.1) J5 KFPI-20 5/4 1/2 2 16 32 PACIFIC LUMBER COPYRIGHT 20IB JO -JOIST BLOCKING Jb REP1-20 9/4 1/2 14 28 592 ThGUER: .11 REP.0 3/4 1/2 26 26 616 mese plans and the designs are copyrighted under Federal Law by FaCifIc Lumber Company 201 6, RIGIDLAM'LVL RIGIDRIMPOLYGON - 5TOM J =JOIST CALLOUT JD REP1-20 5/4 1/2 5 4 24 The plans may not be re-used or copied,in whole or part,without written permission from Pacific LumberRostigeofoRestarboDucrs VOSEINWG FRiPROZ1U.OTS FLAN DATED: 6/21/16 JI REM-20 9/4 1/2 5 . 60 Compa N.which retains copyrights to and ownership of the plans Use of these plans by any other B =BEAM(FLUSH W/JOIST) JI 0 REPI-20 3/4 1/2 6 6 56 product supplier other than Pacific Lumber Company Is strictly prohibited.Vnauthorized use or DESIGNER: KAMI L.HBNPERSON DATE: 6/29/1 6 NOR =HEADER(BEAM BELOW JOIST) Acestosrles copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 01 71401,950-o1-1779.5 42 penalties of up to 520.000 per work Infringed,and$1 00,000per work infringed willfully. 40P'NtRFPI-JoIsT BBC,-BEAM BY OTHERS H. 1500151/9 H3 HU41011 ROSSWRO MOOT PRODUCTS FL. 1 6-2 415 (MAIN) SHEET: 1 Of 2 ..FLiOe (4), -ri •?•• i . *61Etlzblr..., ,s. 1" OM lif, I I 1 I I 1 .. 11 I 1 1 A , 11 '1 1 it I AMIlike II 41,i L bk , Ail ii lila A FJ21'1' II Ilt:1‘• 11 t 9 w. , ___ . ir w.!. • IN IN .17 - • C...:141141 L • j30. , 1 I Alla 1 PP 2 / 4111biniiiill .. 1 'AII .TV:-_11:41111111 _ i 1 s II Pi'*mil GJ1 11Wellil MII. 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Pi4IIMIATEMI lir 17"-- - 1111 MIII\ • iii - „..... a:. = r..,,,,,, 9 -%- • ".r' -6A AI -A Asallb:MUMMA 61 GH I.lh"('Ml-ilk Ift..1111=t- 11 ,,,fflii Pr4,, ,,..,11•71ftt...11-rd1161•41M1111 - " isigini _ -, -- r. ,---intalimAwsi litmNitnij ', 6.4 -tiikt, um Imlay Ir.11. 1 11, EIF - ,1 . 4'0 16- dkkhilliN ,, „mi. ........ .... i ;. 4116, IiNEr i, wow ,.. 4p ll -AL 1 1 1 `...1 Mania MIME& . 1 KM IiiiMl 1 1 ; ; ......;_.... OW I 4.• 4532fitbbh 1,...6 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 07/01/1 6 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL IN PROJECT TITLE: REVISION-I: DRAWINGS FOR ALL FURTHER RIVER TERRACE LOS 185-189 DMDESINFORMATION.BUILDING IGNER/ENGINEER OF RECORD F\.:,, pacifi , um er PLAN. DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 5PLEX / FRENCH -CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS ' COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ) LOTS 185-189 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.