Loading...
Plans (87) ,1- $7. 7 -t Cc>2.24o (20/r 4S4' l6. LEGEND: r . SANITARY SEWER Pacific nr � �� Sc �� STORM DRAIN Community r 341.5 . !' 1 7--\ \ t —w WATER LINE Design � r r� .� 340.4 12564 SW Main Street r' S c l L ,,S ( 1j ( MANHOLE Tigard,OR 97223 ,, ) _. , rV- �,\ 25.0'r\ ,) 4�p n __-- .. I RI 503 941-9484 _ -- CATCH BASIN "'" - ,�,._-- —"' - 1 •�.,�/ L. _ - "�� DATE 5/11/2017 STREET LIGHT ._ �..___---- _____ REVISIONS i EV I - — — ------i_ L L-__10.79'.___---. SI ii I (METE NO. DATE DESCRIPTION __ __IIi _ STRAW WATTLE PERIMETER I24.78' et--- ,%I I EROSION CONTROL --, _ _ _ _ _ _ _ _ _ _ _ _ L __ 1 I �� FLOW DIRECTION ARROW 1` �. .1 a i r f I- „ $ ENHANCED r ARCHITECTURAL I 1, ! I ;' nn n r=•r,yia BA I I ( �- �...,, 0� I I ,I WALL \ i” - SETBACK SUMMARY I ,I, 0.00' 43 19.92'1�-- t FRONT SETBACK: 12' .._. �,° L .7 2,372 SF 1 . ( SIDE SETBACK: 0' 38 I 39 40 41 42 � BUILDING: 1 TRACT I C STREET SIDE SETBACK: 8' 1 I \ °° 5PLEX-E6B-- I 1 FRONT GARAGE SETBACK: 20' I M I � i1 31 UFF=351.6; � � FRONT PORCH SETBACK: 8' I N1I I GFF=342.0: I REAR SETBACK: 10' 111 t 1 II � REAR COVERED DECK SETBACK: 5' FRONT a I I GARAGE 1 1 J / 4 � I I��� I 1�1 la/ LU - I I j Lu J-(_-______ I 1 -- ---. 1I--- PORCH I i/i l , a LOT COVERAGE: N j II ! ❑ ❑ I 1 ❑ 1 1I lL- --J L 1 ij rfP ) M _ — _J I L— — I— — — 0-14.67;_ji � ',' ;'1' LOT AREA: 2,372 SF 339.9` J 111 �i ; I1 ,- I li` 339.5 .f 1 �— L . y .1 1 o _ _ _ ; , ,; - BUILDING FOOTPRINT: 693 SF 0 1I Y' COVERED :::TIO 63 SFzs TERRACE (6- samismerm— COVERED : 0 SF WATER METER (1) GOLDENRAIN TREE CANTILEVER LIVING SPACE: 0 SF EAST I\ co s - — s5 5sS — ss / KOELREUTERIA PANICULATA DECK AREA: 92 SF (i6 \. 1 SANITARY LATERAL Ni- TOTAL COVERAGE: 848 SF ]S - oS —GS i�'t1 —a Cl:- j-- -as x E I STORM LATERAL / / 35.8 % SW-0 izz7 1 // i , 169TH AVENUE - PLOTLOT 43 0 —m - ' m AA. 1 AA. / ] ,‘,.---' —IA 0 M. / IMPERVIOUS AREA: 1,164 SF PLAN 2 r E. ° 9 n ^_ 4 ,, t, gyp,. - a ',,,,. ___ CT— \.. —17—mm PCS r/- -s1—,1— : 1/r. I 71.1 ¢ 11 1 ........... i U 0 5 CITY OF TIGARD 2 u RIVER TERRACE EAST (503) 221 -1920 Approved by Planning PROJECT 395-037 0 E E. O0 M River Terrace East 2S 1 W6 REVIEWED EWED gY: CONSTRUCTION o i. Lot 43 LOT 43 (R-7, ROW HOME) Date: 6/6/ 17 SCALEPRE 13011 SW 169th Ave Initials: ) .1) 10 0' RIVER TERRACE EAST % a TBD SW 169TH AVENUE , INCH=20 FEET z � LEGEND: ss -- SANITARY SEWER Pacific �l nn ti Qom;-! --sc STORM DRAIN Community r' 'Q , , '`�u v r �.� , Design P ( /��.; 341_.5 -SA —w WATER LINE r"' i'' (, , ` /,,,�\ - 340.4---�..-„ 12564 SW Main Street 1_ c I ,:r),,,,,,...___ G MANHOLE Tigard,OR 97223 1 ~ -- l , } 25.0'I, - r 4„/' \• [1]503-941-9484 p ( r �_ � _ 1 r I - CATCH BASIN ---"' I -- -�1`i__ /~ DATE: 5/11/2017 ---- - --- 1 _ �� • STREET LIGHT 1--�- ---- _ REVISIONS —.__L ---- .__- 18.79'`— eI STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I I ( I 24.78' 1-- --- 1 71 / - EROSION CONTROL _ _ _ _ /.__ I m� FLOW DIRECTION ARROW r `� I '— I" -, •F ENHANCED A, -- I ARCHITECTURAL \\\ ! 1 II WALL {{� SETBACK SUMMARY I I I ���' 1 I , 1 I .,�„:l i I �, ; 10.00' - 43 1 - '9.92'II--.-- � 1 t- `j FRONT SETBACK: 12' ' I. SIDE SETBACK: 0' i - �. t 2,372 SF — I 1 - I 'I I ' ;�y ' 11'41 ' `9 BUILDING: I °' 1 -1---� `. STREET SIDE SETBACK: 8' 38 I 39 ,c X32 j , I TRACT C ( - , i I \ ! ) oO'' 5PLEX E6B i I 1 .. � FRONT GARAGE SETBACK: 20' I ;' a �.��� I I UFF=351.6 1 ' 1 � FRONT PORCH SETBACK: 8' N i - i 1 d GFF=342.0: II --.moi REAR SETBACK: 10' ' I ' i'\ ;' ~' FRONT ft I 11 `� REAR COVERED DECK SETBACK: 5' a I r I I 1; \ ARAG ti ��/4 ' 1 \ .I I lIG E \ 1 �° - w r I 1 l i N , --'![_. ___1'--1-';� CI r-- O --n--i O i---r^ —�PORCHi 1 `.' +,i f I LOT COVERAGE: L=.__J L f=_J I - - ---J II 17/14,/ / it 3 — II \ \ 11/1 I /1� tIII 13 _ — ___I I — I I \ — 20.00- _ ' 'I r; /, LOT AREA: 2,372 SF 14.67 + ,? / 0 339.9' ill '1'339.51 �; ;l % — / I '� /P /f 1 '1 _ BUILDING FOOTPRINT: 693 SF in ,, ` I N� _ �" -< ' ' RIVER 1 % ' gi L ' ` ' , ' a ® ;r7 y'' ' -• 1 i �� / COVERED PORCH: 63 SF zz) fir .� _ _ : ;.._ � TERRACE _ _ __'-- - s - COVERED REAR PATIO: 0 SF I / �� , I V WATER METER M (1) GOLDENRAIN TREE CANTILEVER LIVING ACE: 0 SF EAST g -__ _ ' \ __-I s, __-__ � ^)‹i-___ 55 __ / KOELREUTERIA 0.1 I PANICULATA DECK AREA: 92 SI SANITARY LATERAL `v - , ,OS ;si-i Ci _ J TOTAL COVERAGE: 848 SF o STORM LATERAL / _i__. /— _ r AVENUE T,�f ! 35.8 % LOT 43 ° .,�— . %5� %i PLOT PLAN ,,; _ -__ IMPERVIOUS AREA: 1,164 SF t ( -7 ( / J t i I E t.4T t z O ~_- PGS r `i 1 / t i;/ ' , y;'��7/ ,' \\\', \\ ,3 0 i CI 5 0 v 0 °. CITY�' uF TIGARD o u RIVER TERRACE EAST (503) 221 -1920 Approvedby Planning0 // I^� PROJECT NO.: 395-037 o m River Terrace East 2S1 W6 Date: I)/4/! / TYPE: CONSTRUCTION 11VVVV / SCALE REVIEWED BY: PRE Lot 43 LOT 43 (R-7, ROW HOME) Initials: p0, 10 20 cn c4 13011SVI/169cnAve RIVER TERRACE EAST O `n 6 TBD SW 169TH AVENUE 1INCH=20 FEET z O -0 CO r— tz > Tx0 D 0 m m Ej CONFORMS TO DESIGN CONCEPT �i CONFORMS TO DESIGN CONCEPT Q —I )3m myr � y w r-- P3 73 y ❑ CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH Oa a C) C) m 0 REVISIONS NOTED REVISIONS AS SHOWN gu 4. o Z Z Z NON CONFORMING-REVISE&RESUBMIT [ NON-CONFORMING - REVISE AND RESUBMIT m W Z Z SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 8 O O C WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE C7 C7 `Dm m DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE X X PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 9. z o Z By Alexia Date 4/24/17 OVER THIS SHOP DRAWING. skl2 4' a" MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: April 21, 2017 to i I .1;61 CT ENGINEERING INC c o n x AILL-1 1;81 I- n s o� m r &AL 1 I aft 1 r .916 1 ! .�s 1 I aa1 L-2L ED, zso 7 C. • - . J ate, �IIIMI�,__ NAL MN� } > 'G C .7.....irli-rzir:.,.. , . C 0 0 0 0 °n -r- f J_ y \- 1_ — y 2 ? 2 Ki ti x. N � X11 }, ... cQ w N -1 m . LL D Z 0 cn so CD A ..z ,Ia IM� v AlI Q- m CL-1 ' .: FS Ell , Ami—t-e- , 13 � '� / �''t!1 �.' 1.1 �A p z OG)zbzx>m ■ • _wit: �� �zz0ZZ�mv �f ' W �m 0 r- a .. A ' Jill• �DmC�WAOmn3Z I m D c O Op�ZrZDNArz.D y Q C'+ Aazzmo_i"pm,__� b �i Tat▪ Ovmnxm?--cnOZOG , I k 0,' L LaO r� c- z<�zZO�TnOmmv � 1� �' N -11 0, 0m .c) _- -- O. CDOC-In02�z�7 1®f1H I_�-� • O�oZ�� �rvOC —I �I 1��V�' cnC cnA11-1 0 iMII- M-N� ja ? OO cn 1=MEC N Mill ia illiCI 0. ir + / � i s � Mmil I— .45A�M i ��a Er• . O• Xgoi. y MAMA= S lila 11114 t, iiN uiRI1!iIIunuJ _ai mmrsim ___,IIK mimi ell I MEM NEri Ca Ca Norim N vs•ya P - g - _ Du Sg LC-Z ZiiZiii { co I .9-.CI I I �� '� I atao ..4/9 •Z p �� -I �. .Z11 t;Ai co .Z/A 9.5i I .91e1 1 El o .Z 19.51 n 3 b 9 BCw Z ). co EN -4 ala 0 m 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE G ; START FRAMING HERE <START FRAMING HERE • <START FRAMING HERE S 0 0 0 0 IBM3DI JBM61 JBM6L _ _ BM30 �.1 .----"--um� v a �II� r RM1 II K7 - IRM? �II i B Titi w i 71i G �I II; I I mil •- .I C-sr-o--ilk_°:_ _f== = = - t I --� - ` .}__ ® -ter- c�rN r II 1 N _ o 7i —=mss - -Ls.. - - '_ _- -- 0 01�� �p �p iO3 ro , 00 OCµQR�, Jll4. g "" li ^ LL IISILLal - QLL LSI. LL lel TI LL 1115 • 13-01-0C® III 't. d 14 . 1 F14 i F14 • F05 ,} o I F,1 I ! F11 F03 Ii F F03 F11 �7f II - F03 o Y F11 u F11 I { Eli r vrri o F03 I F03 i 4 Eli Q F11 I F11 q =• F03 Il'c F03 I F11 I F11 I F11 il F03 II F73 I_ F13 1 i F13 „> F03 F06 ICrl bI �.II II O e. I F06IT } F03 - F12 I_ F12 III it F12 111 F03 i F12ua i ��U��1tl F72 F04 0 ,,,I � ',II IRM1N1I O F04 - - ! I IF12 n Ij III it L J F04 RM1� m 1 F04 ! I «�� RM1 I g �I t Dlr F04 cc ' —ii, Q F12 �.r' F12 Q pl — I— PSIji 4 F12 I �, . F04 . RM1I F03 1 m f Q F12 - -f F12 `-.0 m a F12 I F03 10 F12 F12 ( 1 F12 1- F03 W I II [r] (lPJI U Ilb IF•'•i it Ili' i ' F03 F03 II:. F12 ^ VIII III F12 n F03 I F03 II IBM2 F12 ! I I�� F,2 1�1-IBM2I IBM2I F12 ' 4 ;. F03 _iiI El W1673F03 II Eli I 0 a I Eli I I I. U Eli R F R 11< O F02 , Eli l F11 I I Eli I 7. F02 F02 A F11 ; II F„ I „ I F02 0 iv w y F11 I F11 RI z = I F11 I f l A A F02 I =o I - Fl- I F02 1aj " b E02 �I A F11 � I F11 �I E 2 I F11 i .I F02 I "e_ SPI F02 II q Eli (I. F7, I I F11 I F02 i I` F02 I F11 I II F11 I 8 I F11 .1 F02 i F pI.ll I RM1 1-03 ra ' � u BM24 11-03.0 1-03 m0 . BM24 ,N '; Iz ;0 a FOt > G w (i1YM A ®I F01 1.- 0 0 IRM1I11 ® CONFORMS TO DESIGN CONCEPTw g ®CONFORMS roDESIGN CONCEPw gW gM, rc 0 0 000Ni=5,T='exCOMM WITH U O U U U U❑ CONFORMS TO DESIGN CONCEPT WITH a .. a a a s cfD�w a H_�".w.".M,.rc o re p cc o co oREVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT a o u, J /W r` a a o R. o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEE w B MILE R A N D T ARCHITECTS w co N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - Eo eo FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:April 21,2017 CT ENGINEERING INC i � 1, -I-- 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 RMI 15-00-00 1-3/4 X 20 LVL 1 2 RMI 14-00-00 1-3/4 X 20 LVL 1 3 BM1 14-00-00 1-3/4 X 20 LVL 2 2 RIVER TERRACE AREA 3 AMERI MOD 5-PLEX E-6(B)&K-6(B)LOTS 39-43 I ALL BEAMS AND CONNECTORS PER ENGINEER I BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING: Pal F`° umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL17-136 UPPER RM1=RIM BOARD 15 LL L BM30 11-00-00 1-3/4X20 LVL 2 4 150E & TRUSS -. COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 4/20/2017 REFER TO STRUCTURAL PLAN FOR ABDITIKNAL POST REM RM1 10-00-00 1-3/4 X 20 LVL 1 7 BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS.SR RMS 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM2 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. it---'----'--�tl BM21 5-00-00 1-3/4x 20 LVL 1 1 ACCESSORIES QTY I�� `�� `��_`SII BM3 5-00-00 1-3/4 X 20 LVL 2 2 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ` -I lap 5-00-00 1-3/4 X 20 LVL 2 46 BM2 4-00-00 1-3/4 X 20 LVL 1 4 AO HIT420 86 SHEET 2 0 F 2 BM4 4-00-00 1-3/4 X 20 LVL 1 1 RMS 4-00-00 1.3/4 X 20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' BM24 4-00-00 1-3/4X20LVL 2 4 DO NOT: BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen,remove,cut or notch RM1 3-00-00 1-3/4 X20 LVL 1 4 HUC416 10 RMI 2-00-00 1-3/4X20 LVL 1 20 © 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 PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM"" -�" vR quality engineered wood products for iodav's builder- na�` " _ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 7. The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber .` rw. Al'All ��i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI DLAM'LV L RIGIDRIM" sotmn.oc.;.• vozrs exon wBove „,,,,,,,�,,, , :us,r,LL sews«B�occs product supplier other than pacific Lumber Company 15 strictly prohibited.Unauthorized use or vosaevas rotreg PRODUCTS eoarauwsRmaTPRODUCTS EMI ,e. 'LC \�F ;"""°°°"` --------_ \II/ BeAOri TO P..oe B,.ocKs copying of these plans,infrines rights under the m:131 0,Act.Infringes face liabilities that include - se�o"ro POST neove. penalties of up to 520.000 per work infringed,and 3100.000 per work infringed willfully. / ",10 . 47 RFPFJolsT �� aosFeu OMORTPROgYcrs- 01 -V'll CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS t....,Mr.... =" ��-max-.«. 2)ALL ENINGSOTE PERODESIGNER'S PLAN DESIGNEXCEEDED TEO MEVEE LOAD OR „-,,,, - (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA !OK BLOCKING PANELS MN BEARING YVALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 Nrs. ".r.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOORLOADING:LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psF PEA LOAD SHEARWALLS 1 2psf DEAD LOAD SLeeriN6 AREAS: THIS ISAPLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 @ 1 6"O.G. 9-1/2 RFPI-20 @ lei O.G. 9-1/2 RFPI-20®16"O.G. 9-1/2 RFPI-20 5 16"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: 9-1/2 RFPI-20 @ 1 6"O.G. Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE - START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 Tpsf DEAD LOAD RI R1 R1 R1 \y / R1 —'1__ - YY - - •_. �. —:-1,5„:—.--;=.-.. c 11 - I a .' ! I i! m,!I x ;I T IJ I Iv jl !! " i' II I! I Ii IIS '' i! ! . I 1 i! 11 11 , it �° R, R, 1 /n,' 1 il i• ii I i' 11 !• 'l (1 ! •i i; iI CONFORMS TO DESIGN CONCEPT I 1 I I I ! �� I ,-_- ❑ CONFORMS TO DESIGN CONCEPT WITH II I! i II I REVISIONS AS SHOWN I I' 1 I !1 I I°s— ,, Ili _3 4 _3 4• J� -p Ji, -B 4 ii I !III i i1• ! I 1 11 I •' .�.� a• _' 1? Js a� J,� '� J4 e Rt ❑ NON-CONFORMING-REVISE AND RESUBMIT ! __ 11 . -- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOABWICE 1_ li i 1 i JA 11 H 11 II I! . WITH THE DEBIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 ;I 1 II i 11 II it ! !I ii I 1 II I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 42' II I c� 1 H s H R9 I i DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R, : - I! I I I iI I I� �L R, OVER THIS SHOP DRAWING. x r _-..- -----I _ i• --._ H 5...-.—�.-_�._.h ...' �1 i 1 1 11 I I� �. al r �i_...h �, a -1 .P_; T^ By: Arnold A.Solomon Date:April 21.2017 Ho.i I J, J, 1 �� R, I. h i i i 1 1 , iI R2 R i= CT ENGINEERING INC 1 ,� H -W II it I. ori J R] ,i ,� I .I • ! I , 11 it F^ 2:co I-to 1 _ I 1 11 JI !I I I� . w i� 1 ( i ( JD I 1 I 1 II �m 3 ®f,01, M. • TO BDrwH ..,ITN wHFwa To II zY II II il i1x._4s: I' I 1 k_: m N 0 HB MISE RESUBMIT a4ii F oz i R, R, II• I x, R1- I 1 I I 3 t . '1 II R, !! I R, ! R1 ClRI 11i i R1 11 I _ 1 11 1 ! > �� .a _ ! Rt I „„.,,,,,.,,,,,,,,,,.....e. .a am _ Rt RI .1741, I' " 1, ! RI II 11 ;i I, r !! i� II MILBRANDT ARCHITECTS 1 I az I; 11 11 11 I i1 11 ii I 11 IM Ru a It Il 11 li J II 11 I '1I R] H :1 1 II it 'I fI 1 J J iI i li 1 I I !il ! I 11 ' 11 1 ry1 'i I t{'�'' t} k ,11 -'.YX"Li -_'--_Ji O L.—� it HDR I� I yH,Bn3,,,",.....I.,._, i L - i....�i... Ra..LL.".'... -i II _I}, bN JO .... 'K3 11 ` I , I I !1 1 I '�^(L I! !I I) ! I �J�-- I i CO • !. I, 3 f ( II 11 43, g 11 1I I1 1 , B9 '11-111 1 1111 1 11 11 1 1i I I.1 it I b ��I i I� (''u7 'p (y y� i Ii i I ga ��a„l i! :1 15- .19 �9 ) l✓3 i� 01,0 f J J� .I§I d II I SqI �� 4 ! '{3 ..e 11 BM• I:I i!' 9a I II II 1 i dr 70 II da B' 1 I 1 d,.! I I I I 41, a rr 11fi e i • 9'1117 11 •I., 41 1H a i li I� I11 1! III --1 a5 , .Ik I li 1 R3 +R'. n li h II 111 ( 1 1•1 I1 ��S I Rrb JB I.'> 1 1 1 ,1 I! I I y 'I i 11 i I I I I +� I. z A11 & s�_}i LY1 �1��� IL d. ;?q3 5! "715 I moi°-.aa- ,..,,___,..1 ,36 h { I 1--1t1 sio l_-�- �.:: ! ��_ 1. • -1 i'-HRR3 - ClRt 11 Rt R1 Rt " 11 1 11 11 t 1 R 2 2 PL 1 7—1 36(MAIN) LOTS 39-49 POLYGON RIVER TERR.AREA 5 AMER.M019.5-FLEX E-6(B)K-6(5) -Irk a Material Yddth Depth Grade Gtty Cut Lth Tot Lth R1 1.15LVL Rim 1 3/4 9 1/2 1.5E 39 20 780 R2 055 Rim 1 9 1/2 5 16 80 HORS'BIG BEAM 5 1/2 11 7/8 2.1E 4 16 64 IMPORTANT.) HDR2 Cascade 5.L24F-V4 3 1/2 10 1/2 F19-2400 2 14 28 HORS Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 9 12 106 REFERENCE INSTALLATION 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 62 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 a DETAILS AND I-JOIST INFORMATION 53 RigidLam LVL 1 3/4 9 1/2 1.5E 5 10 50 54 BIG BEAM 3 1/2 9 1/2 2.1E 2 5 12 55 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 2 35 66 'BIG BEAM 3 1/2 9 1/2 2.1E 7 4 28 `,.• BT BIG BEAM 3 1/2 9 1/2 2.1E 22 14 306 MAIN FLOOR JOIST LAYOUT pau,,...lini umber LEGEND: B8 BIG BEAM 3 1/2 9 1/2 2.1E 2 1 6 32 �� 69 BIG BEAM 3 1/2 9 1/2 2.1E 2 1 2 24 SCALE: 1/4". 1.-0" ( H --HANGER CALLOW!" RigidLam LVL 3/4 9 1/2 1.5E 2 8 354 16 JB .7 1 BLKG 15 LVL 3/4 9 1/2 1.5E 118 3 ®/ -SUPPORTING POST -Ji RFPI-20 3/4 9 1/2 9 15 152 • COMPANY ® J2 RFPI-20 3/4 9 1/2 11 8 85 & TRUSS -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 36 14 504 R -RIMBOARD J4 RFPI-20 3/4 9 1/2 2 1 O 20 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J5 RPPI-20 3/4 9 1/2 4 16 64 LB -LVL BLOCKING J6 RFPI-20 3/4 9 1/2 12 28 336 PLAN: RIVER TERR AREA AMER.MOO.5-REX LOT999-43 E-6(8)m-6(B) J1 RFF1-20 3/4 9 1/2 26 26 616 .JB -JOIST BLOCKINGJ8 RFPI-20 3/4 9 1/2 10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT JR KM-20 3/4 9 1/2 5 12 60 PLAN DATED: 5/25/1 6 B =BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L HENDERSON DATE: 4/2 1/1"T HDR =HEADER(BEAM BELOW JOIST) H1 TH01/950-or-1779.5 44 550-BEAM BY OTHERS H3 HU4 120 81/9 9 PL 1 7- 1 3 6 (MAIN) SHEET: 1 of 2