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'7ST / , - oa.SE,,V 1,�.?ro sit, / & f'i+ T r/ PLANT STREET TREES: LEGEND: 2"CAL. KATSURA TREE/ SW ROY ROGERS ROAD ss SANITARY SEWER Pac i fit: FUTURE CURB AND GUTTER, TM. Community _ CERCIDIPHYLLUM �� SD STORM DRAIN Design JAPONICA, TYP. t., -,,--- ;� W WATER LINE 12564 SW Main street -- -- \s \, �' �; ; Ki- - \ 10.00' 0 • MANHOLE Tigard,OR 97223 __' -_7.50' , �,._f LANDSCAPE TRACT i m 503-941-9484 - ■ � I � CATCH BASIN DATE: 10/03/2016 -�..-�� ° i ....,............4,416....----__,L—....'{ . STREET LIGHT ��. 1 s i — _ xy ,;- REVISIONS `— _ ° _ 9/ ,, \\\ i °, a ,"' ti\, / STRAW WATTLE PERIMETER ° l _ - 9 a NO. DATE DESCRIPTION _ g a "_ [.. ° - a °, _ EROSION CONTROL �= �.; y:% 278.9- 10.77* ---^` 278 4i STREET SECTION, SEE - — — _— — -15.3_ " — — — — — — - — — — — - CO CONS RUCTION DOCUMENTS ° ° _P un --- _____ / / c o il - --276 14.91' .., _-- / N I I I —°' 272_— �,-- - n � - ` SETBACK SUMMARY — / i ° I roil- 1 -t'__-- - ; I i +I Lr FRONT SETBACK: 12' / I ° j j187 I REAR SETBACK: 10' / II 0.00' r 0.00' ,I I \ill COVERED PATIO: 5' r` \ 4 II 1,169 SF s, / -i SIDE SETBACK:* 0' 11 BUILDING: E i GARAGE SETBACK: 20' a \` `��` PIA- 15PLEX-K7D ` I I; PORCH SETBACK: 8' , 1 UFF=279.9 1897,,,,I 190 191 ff ��> / i GFF=270.9 I 188 * FIRE CODE SIDE SETBACK: 3' e 1,7 185 186 ii I- ' ° '' { FRONT v 11 0 184 7/S / 4., II ,...co GARAGE ^ d o \ a i 1 J�_— yt I' -_- , { � erne --' ' _— z— I ---- I ---- LOT COVERAGE: 1 pop I _ L— _ LOT AREA: 1,169 SF ° 7 / ° I � '22.5T RIVER W — 20.85' - - — - - —40 - - 1 /A " I / I --1 BUILDING FOOTPRINT: 572 SF ,ice...., TERRACE �,/7 °/Amy TRACT H a I / ••'F!-= \ ' / i,00�� 1 ,> i 6.00' , COVERED PORCH: 32 SF NORTHWEST co \/ '1 � � 270.3 - �. � PUE -4. ,� `, Willi__----- _r .. . s_._'::`" _-�1 CANTILEVER LIVING SPACE: 24 SF O // ♦ /, i a;� IE�f• .._ ^ " X01 270.211k0.0011111110--.1111.1111111111P- _f✓1� `AAi, \ v' \ i ' • vot..../- ......,.� \ ,J rr COVERED PATIO: 0 SF EZ ° �\ , j - OSDECK AREA: 72 SF cD .� � -, teriodoal . asLOT 187 ��� ��/�i� , , = 0� 32.00' TOTAL COVERAGE: 700 SF PLOT PLAN � , WATER METER �� 0 4 \ 05 t I. --�\ 59.9 % -4lel ° r \`5 5 SW BEACH PLUM TERRACE \ "!1" i5,_ SANITARY LATERAL 5 \t IMPERVIOUS AREA: 857 SF oc ........ik,. -- VISION ��, - a , <. 0, i \ _ 0CLEARANCE SIDEWALK Z % \ \ % ° ° — — — 8 ' TRIANGLE ,�: _--, — RIVER TERRACE NORTHWEST (503) 221 -1920CA P 251 W6 ° • cHaving PROJECT NO.: 395.037 Approved TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 4 LOT 187 (R-12, ROW HOME) Date: - /Q_//S-7/ ,a RIVER TERRACE NORTHWEST 6nitials: LS O 1 INCH=20 FEET Z 13350 SW BEACH PLUM TERRACE /IS 7,2C7/6 —00,5-6 PLANT STREET TREES: LEGEND: 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD —ss SANITARY SEWER Pact!lc FUTURE CURB AND GUTTER, TYP. CERCIDIPHYLLUM \' �'� SD STORM DRAIN Cornnnuiit --, JAPONICA, TYP. Ucslun j � ` w WATER LINE 12564 SW Main Street ------[:-- ------s. - - _- \\ �`I - r �1 10.00' % ® • MANHOLE Tigard,OR 97223 -_ !r'r A, b� I LANDSCAPE TRACT m 503-941-9484 ��*–'7.50';,--- "'.� �` _ \\ ■ CATCH BASIN "�. Y i- -- �� i ���+ DATE: 10/03/2016 -� p . PUEri ��-- __ � %,,ti\` — 0--. STREET LIGHT REVISIONS p \\ ori p - �. '�\ -v ,y �II �// .'•�:: , .: —. \;V o/ ;'' /.i v p �\ 6 PERIMETER NO. DATE DESCRIPTION 1yCCC/ 6 e v = -7- -- - - — — — 10. f— ' °% EROSION CONTROL STRAW WATTLE — ,4--, _ � 278.9 � - ,_ 4 __� , �'� 278. - , STREET SECTION, SEE -' — — -15.3a _________„_______r_ — - a� - - - - -_ CONSTRUCTION DOCUMENTS C- - - _ LA _ _ _ , : o e _ CO/ a 276 77-T"---- _ ` / o 14.91'z7a-- n Q I / , — , - - _— = SETBACK SUMMARY / N r • 11 r ,� — 272-_----_._ z d / 1 p I ' -f'---- rt II �' I 1 +Lr FRONT SETBACK: 12' I • I 1 g7 1 REAR SETBACK: 10' / 1 y 0.00' 1,169 SF —0.00' I COVERED PATIO: 5' > �, / i, `� I SIDE SETBACK:* 0' 1 - ) i '�I I — BUILDING: II GARAGE SETBACK: 20' E � I SPLEX-K7D j ; PORCH SETBACK 8 ii '� ��• II UFF=279.91 188 189 I ; 190 191 .-„ sn.. ..../.. ...-....... . ,. .u, > / I FIRE CODE SIDE SETBACK: 3' '/ / 185 186 GFF=270.9 r N i / ii iii I ^ FRONT 1 I I ri S - 184 � GARAGE ( o i o �' I a �-, L =_ F� _�■!' I ---- - LOT COVERAGE: 4L L __ -L iii / I LOT AREA: 1,169 SF �� / / , I / _ `22� —I — — RIVER w — ��� N �1N1�� i 20.85' — i — / BUILDING FOOTPRINT: 572 SF I / / -- a ��!i�L!sa.__, ...iii TERRACE a / I s a 4-.,/,/JTRACT H I / ��� i > / 6.00' COVERED PORCH: 32 SF NORTHWEST �t - / �0 s_`1 270.3 � ��E __PUE / / , /) - ` *1 _� r `�¢�7 CANTILEVER LIVING SPACE: 24 SF ^ - A•� 270.2 Or 1 � w'i1 \ N \ �` i ��A _ +��—1�•� /' / �` COVERED PATIO: 0 SF M v, `011)>--00.--- DECK AREA: 72 SF '� !� ` co M as — as — LOT 187 f w x:11►”, 4�'� p.../ '' / , WATER METER p5 32.00' TOTAL COVERAGE: 700 SF PLOT PLAN l \ , 4111 ' sS i'%' % 59.9 % 0 6 T!1 ~ j _ r \ ©5 `O_ _ �. ;< SW BEACH PLUM TERRACE D_ Imo►.. ,. SANITARY LATERAL 55 \ IMPERVIOUS AREA: 857 SF • •. .&0,,,-410..vow 40 07 Oss -,---\ \ s L_______, "1 - , /\ .p. ,\ VISION \ /'�' — , i ✓ CLEARANCE SIDEWALK /% �� -�%v°.-p ..... -,-- _ T �'T r \ ' TRIANGLE — l , p ,--,1____ _ — J •m CIS`*.; a IGARD RIVER TERRACE NORTHWEST (503) 221 -1920ApprovedCig) y+ p i a n (l i g PROJECT NO.: 395-037 06 251 Wg L TYPE: CONSTRUCTION ^ \I ■ Y . ate: Q Si/ REVIEWED BY: PRE SCALE co LOT 187 (R-12, ROW HOME) , 1 10 20 RIVER TERRACE NORTHWEST : Is' E 1 INCH=20 FEET Z 13350 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 • • START FRAMING HERE > <START FRAMING HERE ' <START FRAMING HERE 0 0 0 Q 0 ABMs jBM61 I� BMs _ (BMs tPaN O I O L. LLL u- LL 8-184,-.4'11" eRMG _ 9 Or MO LL LL LL LLLLLL 1112 I II LL 0 LL II0 >LL III O 9 9 O O LL_LL 'ILL .,a, 0 ]II II -V' - T II I� nTln �- II IF- v- -T IRM II _ r" _ � RM1 � 0 co co LL LL _� ham"-9--��: '',=---, ..-' ..F_F_ - _ T = I ''=-- --==--- -''-:-Vic- __ m m m o 0 m o rn rn m m m co _ _ o rn m co rn co 1 - I I F o 4L ^ lL 1L O LL O LL ti _ L01. LL LL LL LL LL II O O Ro �I LL 0 0 0 u J 4 r 12-10-151,._.11:0m l 12- ►1 I• ® �' 4 NI- I @u- u-0 III @11_ op II'• a I�1r12-1u-15 A Ilm • ? al Ilm a I 4 n w o e ° w 6 I -!- e m a a a L111 . m } ' • w t Ir'— -f1 °13-01-0C® II I v �--tl a F05 a F14 F14 F14 o IT 1II ► Q I w F05 —` Ja w F11 I Eli i F11 I F03 F03 E Il _ID F03 ° F11 F11 Il ® F11 I €o I F03 1_ Y - -0 0 g i F03 F11 I F11 I F11 I O -[ F03I F03 F11 F11 F11 FOS c I F03 1 tl F13 F13 R� �"i F13 jI Fn3 1 PI F06 _ A inI 11 F12 �I I� F12 ili QA F12 F� F03 1.--,• t ��1 IRM1 F04 ill F12 i! ®�F12 ���ii lIj F12(0 J F04 RM1l icil c._111 © F04 - F121—� 1 !I �F12 ro 7 I F121 I I I� �RM1I2 IIP I( 911 IP I F64 IgRM11 F04 n N II1 q F12 'S� !� E12 0 IIN E _ my 1 4. F12 F04 1 FD3 I I, m 1 O F12 I F12 O Imcc rf A F12 I q O 111 FD3 P F03 I li�1 - F12 ®� 1' F12 �II F12I 6 I _ II II _ II F03 F03 m III F12 Lea F12 In 2 2 in F12 (� �� g_1 ' w cc HP —� �.II IIP \ -mI F03 b III F12 1 Gl Fi2 in III F12 y Y F03 �(BM21_J I J\ m I _IBM2( . . IBM2I_ �I t - F03 1 1.-� F03 � LJ F11 I o • o I F11 (J I U F11 I F03 RM1 A F02 F11 I ti q,f q I• F11 I F11 �' F02 O "RM1 m F02 ® F11 {- I F71 II N z I I A A F11 I F02 `Im 11 *F02 F11 I I F11 �ILL, til F11 A rul _ i F02 F11 I 8 I F11 I F11 F02 A 1 ® w la d f 1 F02 a F11 f I F11 I • F11 F02 1- s w rc a i F02 �' F1I ( ( F11 h ` F11 F02 IRM7(t+ 4RM1 1-03 BM24 m_ . - � ;� N` BM24 ,1-03►i 1-03►D . '' . ._ Tad,: RM1 p F01 d RM1 y �i FDi (1� �RM1� Q� SRM. iAc (RM1� ORM1l ¢ • 1- U V V U u V U V CO CL • O CO O N O N O Ce LL Q• LL c. IL IX IL 0 1- 0 a 0 N N N fn 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 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 185-189 I ALL BEAMS AND CONNECTORS PER ENGINEER (; RM1 14-00-00 1-3/4 X 20 LVL 3 FLOOR LOADING: PaC h• A umber 2 BM23 14-00-00 1-3/4 X 20 LVL 2 6 PL16-295 UPPER BK7=BLOCKING 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD 15DL & 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 1 10-00-00 10 7-00-001-3/4 X 20 LVL 1 2 allik RMI SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I11---'----' �'I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY ji.—1� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �� ` �I I BM4 5-00-00 1-3/4 X 20 LVL 2 20 HIT420 84 ler 4-00-00 1-3/4X20 LVL 1 5 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 — 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 CONDITION1)VERIF ) CONTRACTOR NOTB5, Y ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING Ma ME Mil 1=d FOR PLUMBING - .11. - - NMI - - IMO 5)PROVIDE PROPER SUPPORT AT ALL ----.V•C=1&-c_11.17.=& akia 1:::I i Faa 1 llIiiii—nomis. 16raiMii5iiii i IIIIIIII 11 I 110 , 1 liaiiiihroMaiiiii—mdMiiii 11 r il 11 II IIIIN I II ii..._..._ ..11 1 i i 1 II 1 ' 1 ir I il , ,II 1 1 H 1111111 11. --iifr.-a-..----.-r.di IIIIMMORmil ...--.--ea--i-' I r 1' 1 1 !: 1 ,I I 1 li1 1 I 1 11 1 1'1 1 k 111111111 SHEARWALLS THI515 A PLACEMENT PLAN ONL Y. This layout IS to be used in con junction with Architectural/Structural plans.Verify all shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this y PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to anconstruction. PE.51.5N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA C***DEGK CONDITIONik-Yk OF L/430 FLOOR LOADING: 40psf LIVE LOAD • 9-1/2 RFI9-20 6 16"0.C. 9-1/2 RFPI-20 @ 16*0.C. .1-1/2 RFPI-20 5 150.0. q-1/2 RFPI-20 5 150.0. q-1/2 RFPI-20 0 16°0.0. i 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEPIN6 AREAS: Opsf LIVE LOAD 12psf DEAD LOAD . --, • • ,----- --I' • — — . I. ii —., •--- ir-- 1,1 ; i 4 ti 104- i ..1 r r - i--r- q'il ! III .-,. p 1-- _ . I i , I I 1 , r Roof LOADING: 11 II 1 II II I I I I I ! !! ! . 1 I I' ' II I I i :1 R31,1 I I 1 I 11 i , . 25p5f LIVE LOAD xi -1' 1,."7,10 1 • 1 " 1 1 1 1 1 , I 1 1 ii 1 1 i 1 i i l'Ipsf DEAD LOAD I - 3 1I1i 11 i II 1 11 11 1 1 , I rf I 1 ! r 11 i II> •r 'z' ri : I 1 rI i i 1 1 1 I I , i I IIll I i II11 1 I I I 11 I 1 t I 11 • I , I II I 1 1 II I t 1 t II / I I I 1 : II I • 1 ir 1 11 I II 1 1 11 1 i 1 11 i I 1 1 11 ! 1 1 1 11 1 i 11 1 1 1 11 11 1 1 1 1 , I II il , I I 1 II il 11 , ..1., sl, I ! ! !! !! ! I 11 1 •!-::air,, I , , .,, ..1 1 , -h -II 1 1 ii 11 1 11 1' 1 1 1 i ' 1 ii , . 9 II I 1 It 1 1 1 1 1 1 i ,..i.i.,."..ii......, 1 i II 17,...... I 11 I 1 1 1 1 • K•1 1 61 I, 11 i! . ila I R1 a.04,pis. .....-7 L.:4.S , -'04.- ::^•*.. . ., ....4,-..( 1, H• 3 II t 1 • , I I I I I: I, 1 . I I fIr i 1 II 11 1 1 I ......4 -I 1 I t 1, I 1 'It -I,' 4 4 4 4-1 ,Ai Lti Al 41 A 4 - 4 1 : : ! I II It iil 6111 R1 II HO i.I , ir 1 II 11 I -I' -I' i 1 i I, H.-1T , -,, , , o,.i II i 1 1 1 1 1 • , I ' . I 1 ' , 1 ,I il I 1 1 1 I 1 11 I 1 ! . 1 . I i t ,, ., I i f ,, I , -2 . 1 I--I ! ' ' 1 .1 ! 1 11 11 1 1 1 1 11 1 1 1 11 11 1 1I- -• -I 0 11 1 1 I I I! 11 _4L-1_J1k 1 ii i I il 1, 1 r- • ,....„. ., ,/irti <0 • , I 11 11 11 ., 11 / i 1 1 ii I 11 1 E . '1 1 ' '1 1. 1 1 04 ,,,,,,,,„:„.• I. ''' al z : • 1 i '1 • r--43iss--.-, , i ,1 1 11 1 ' -14 1 1 11 i 11 .411---4K--k- 11 11 11 1 , 1 1 11 II - - --- ___ _ .. : , II I ri ri i l q 1, I 1r . • : 11 {I !I 1 1 1 11 1 I 11 ,, , H 11 RI i ' ,: ! 1 ill 1 il 1 '5, - I- i E 4 1 • 11 1 I 1 11 d I '1 ' 11111 rl R1 11 11 I 1 r,, R i _E—IL i II ,1 0 : : I P.:, 1 I , „ . I R I I 1 0 ' 11 I : R1 1 ' 1 I R I I 1 III RI II II ' !I I I I R I I Ii • I 1 I: II 11 I: 1 il RFPI.5LOGKING PANELS IIITH 5EAR515 INALL ABOVE I 1 II 1 ri I 11 1 I I , , , , , , ,, ,, , , 0 1, 1 ,, il ',1 , I, , , REE If 11 I 1 I 11 1 1 1 I i . 1 s 11 . 1 • 11 11 N.T.5. 11 i 1 .' 11 II 1 1 1 1 ,1 ,1 1 li 1 1 1114 1 1 , 1 1 1 I, I , , ,, , 1 1 11 1 1 1 11 11 11 I I 11 1' 1 1 ii• . 1 i , i , 'd" I 4 -13 1 Is .I 1 i I, sir 4. Jai 1 .,,,,, 1 , . u. ....e.s.sil i 1 .i ,_ f 1 1,, fili 1 I. 11 I, I-1' # r 'I 1 I I1 II J'''I 17 I 1 -1t 1 " 1 li I. 5000 BLOCK ALL , ,i ' ' i '• . I 1 i 11 11 r, , . 11 .1 ..1 . a I ...,r-a_4. 4_1k_ 4' --4.A ' ------"--T ,i,--T-- , rir ri ll r . . • r , r 1. : 1 1 yr! 1 1 Ir 1 1 ler p 3STALL SOI/A51.15LCK. i I 11 ' 11 i 1 ii il : ' ti , 1 , il . I 1 II -' _4, !,,-+— 11 i , , 1 ,,, 1 : ,, BTA127:2-12.EAt'OFMTOCK" S 1 t1 1 I II : : ! I I I I II :I ,.,.:.,..f) , , , :: , : ,. 1 , I li 1 4D • i: 1 J i 1 •, 11 1 i 1 11 11 It11 Rrl- 11 11 : 1 1 k I ! 11 ,,,,,,'. SEL0/11-0 POST ABOVE : :/1 d 9 : 'I I i I / :.'''.‹... II 1 1 I I, ! ', I t i 1 I 11 1,11 . r ir ' ri 1 11 II V 1 i sq il 1 11 I IT --rt.r i i ri i r ri r 1 i 4 I 1*-r11 -1:* il 1 1 1 . ... ,. !1- ,,l' II 11 11 11 t. I -3 -Is 11 J3 4 4'1 .1 I II I 7 1%ii 1 1104.11 .,, I r i rr ii 4,1 11 11 I 1 I I, . 1 I eV 0-1 4s'r1 '! • I 1 HI 1 ; - -11, i, -p-rri i , . p I 1 . Lir, R I ttt'tttttstt" If II a. 1'r 'I ,i i , -II,' r .-I' 1 0, 4: ,1 14 1: 1 :: 1 i 0 111 1 Eh11 1 1 11 1• ii! 1 , ---,--- T1 11 ,11 11 1 111 11 I' 1i ' ' 1 ': 1 ' . 11 • 1 . , .:i „ V i.. , „1____ _ 1 11' i 1 11 11 !1':., .1z -11 „ ,, . , j'. 1 j1i 111 11 III I[ II II 1 1 '11 • • 1 i 1•I 1 11 11 1 ,11 il 11 I i' J 1' 11 II LI I . 1 II 11 1 !I „. I 1 I 1! 1 1 1 01)0 JO 5e si4 4io J I 0.1 • ti it II II: 1 I 1 I 11 11 : :::::, III W 1 I II I I I! , 9 ' I 1 I 11 ! I I I :1 , :1: I : I 1 II :I 11 II I ,!I I • If 1 I :i 11 . -,- 11 I. I! i d 'I I , , : : :1 1 ii d 1 I II :,,,,i ' ', 11 1 ,, 1. 1 :: . , Il :: :::: . 1 II, r II: IL It 7,.'.i t I , i :1 : I : li :, I 11'iii _:1___,4-...1 ___,t,'.___,:..._.,.. 2. : - . .. ,,,,, 0 :1, 1:;,:_,,_____I„ .:-_____A •.,:-....L. :- ..__.'_ .. _,..... :,..4... 41._ALL L 171 , _,.. . . .,.., ,...,., , 1! ,,..,2 :; r n R-1 ,11-141.,.7-1:1---`' ' •''1,1--n, r;R POST LOAD TRANSFER DETAIL 1, 121 : F' .. li ' , ':S 117,: 1 -'--trt I ti. 1!!! K1 .1,41: I I i 1 ro•-2 d 11 I . 510 --I i ,..,-66-41..._-1.L...-11,--i ,,,,i,.....li.i-..-.,.,.iss,....:..--,.....4...i., , RT.5. — _ -....11.,, :). d7 I ....FOLLOWING IIIATERU11.LIST COVERS EITHER CONDITION."*. I IMPOR TA N T! PL 1 6-295(MAIN) (LOTS 1 85-1 en) REFERENCE INSTALLATION POLYGON FRENCH REVIVAL 5-PLEX E-1(0)19-110) GUIDE FOR ALL FRAMING 1.93c• Material Pg.:1th 1 Depth Ere& City Cut Lth lot Lth DETAILS AND I-JOIST INFORMATION RI 1.15 LVL Rim 3/4 9 1/2 1.5E 33 20 150 122 055 Rim • 1/2 5 16 _60 90E1 B16 BEAM 5 1/2 11 I/5 2.1E 4 16 64 1002 Gescede 91.243,4 9 1/2 10 1/2 FS-2400 2 14 , Oa 90123 Canoe.31 24F-V4 5 1/2 10 1/2 1,•2400 9 12 105 . 5, RisilLern LVLI.5E 3 4 12 LEGEND: 52 RIgke-eosi-VI. 1 9/4 1/2 1.5E 4 2 5 39 R1231.331-VL 1 5/4 1/2 1.5E 5 10 SO 34 316 BEAM 5 1/2 1/2 2.1E 4 6 24 0— 2 MAIN FLOOR JOIST LAYOUT-HANGER CALLOUT sis RiE9ALern LVL 1 5/4 1/2 1.5E 3 1 56 55 51655AM 9 1/2 1/2 2.1E 1 4 25 SCALE:1/4"-1.-0" BT 3/6 BEAM 3 1/2 1/2 01E 22 14 50 5 [X] 4 SUPPORTING POST 155 316 BEAM 3 1/2 1/2 2.1E 2 16 32 59 51055Am 3 1/2 1/2 2.1E 2 12 24 & TRUSS : c OMPANY 510 1316153AM 3 1/2 1/2 2.1E 2 6 16 ED -POST LOAD ABOVE J31 1.26 1.73 L V L 5/4 1/2 1.5E 115 3 554 J1 1231,20 5/4 1/2 9 13 162 ROSEBURG FRAMING SYSTEM''' R -R1MBOARD ..12 123:1-20 5/4 1/2 , 11 B 6.5 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)355-9 565 J3 1,121-20 5/4 1/2 56 14 509 quality engineered wood products for today's builder" LB -LVL BLOCKING J4 12921-20 3/4 1/2 2 10 20 PLAN:FRENCH REVIVAL 5-FLEX E-1(12)K-1(D) (LOTS 165-159) J5 RFPI-20 9/4 1/2 2 . 52 PACIFIC LUMBER COPYRIGHT 21MG JB =JOIST BLOCKING _16 2921-20 5/4 1/2 14 20 592 CUSTOMER: POLYGON JI RS21-20 5/4 1/2 25 25 615 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. IRIGIDLLi AM-WL RiGIDRim- J - JOIST CALLOUT 4 RPP-Os 3/4 1 2 5 4 24 The plans may not be re-used or copied,In Whole or part,without written permission from Pacific Lumber i?OsfouR0 FOREST PRODUCTSPIJG7P PLAN DATED: 6/2-1/16 J9 29,20 3/4 1/2 5 12 60 Company which retains copyrights to,and ownership of the plans.Use of thee e plans by any other B =BEAM(FLUSH W/JOIST) J10 REPH20 3/4 1/2 6 6 56 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or DESIGNER: KAMI L.HENDERSON DATE: 6/29/16 HDIR =HEADER(BEAM BELOW JOIST) Accessories copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 91 1H011950.01-l01.5 42 penalties of up to*20,000 per work Infringed,and$100,000_per work infringed willfully. 4/***'N RF PI-Join BBO-BEAM BY OTHER592 90001.51/9 93 15.1410 141 PL. 1 6-2 9 5 (friAiN) SHEET: 1 of 2 F-H02 'PI -n s'... ,t kisbUizrz5.-. .7% _ hivil 1 1 1 1 1 1 mpidool 1 1 1 L 0 Ili F1 1 p •ii 1 IL I I,.,; tit .... 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A....,„„ ._ 1,.. ., .,:,:_ fivr=7v-71-11411 - .t.,,, A 111161ZNIMINEIre;,all Oa Gin IPV.dmwMfliWW 7, irmi 14a. ria'iNIMITALIWIlaii 4- 1 1 !1-101111=1 „.- --, imPAN s! 1 '1,t,mimmaill K1 1 iii,„.„. * i101\11r4KMEI 4411MIL lk- HE 1 :..-,,,t-,..m.awNI Lrilliumi 1 1,411.....7....7... . .,__. adios.; J.4 1112111116111Silliii 1 he,P II.. - Nautili:till I 1 , Amyl ....._.....maw k 6.411 I ...4‘ `i ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 07/01/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL MI PROJECT TITLE: REVISION-1: D r ON RGMSAVORN ALL IF.,E R aci , um er RIVER TERRACE LOS 185-189 DM DESIGNER/ENGINEER OF RECORD --- RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 5PLEX / FRENCH -CHECKEDBY: 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.