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Plans (7)
/`l.S " /(� - 00-5-63 !33yel ct i kac 4 ( r PLANT STREET TREES: 2"CAL. KATSURA TREE/ SW ROY ROGERS ROAD LEGEND: CERCIDIPHYLLUM ss SANITARY SEWER Pacific JAPONICA, TYP. SD Community FUTURE CURB AND GUTTER, TYP. STORM DRAIN Dcsig ,---..- ------ ../.":-,---- z, w WATER LINE ',/ �: / % \ -/--1 12564 SW Main Street �\ \\ ,/ �� ,� �� O •• MANHOLE Tigard,OR v�22s , 7.50'y~---- .' \ 10.00' ri i [Tl soy 9ai-vasa r_-_2,,____--- � -- LANDSCAPE TRACT ■ CATCH BASIN -�� /I - . -. _ O 4 DATE: 12/15/2016 ° PUE: z _ __,.." � ,� - REVISIONS �, � STREET LIGHT I °- -, ¢ STRAW WATTLE PERIMETER ° '''''-4.- ....,,,,t„, �.{ — ., a .,\ °o ," - v' °/i� ° yv A - �'' .. � � ° ' , NO. DATE DESCRIPTION _ ! _ 2279.4 s ° p`. `'_--7 -_ v __ \�P %'— ( C) .(=> EROSION CONTROL i— ....---17. '- 278.9 STREET SECTION, SEE IL .t-15.4' — . . — - - - - - - - - - - - =MI __ .. © CONSTRUCTION DOCUMENTS -- ---- ---- uu o L — - -/ -- — 9.70'278 — / / I _ 15.48,276 / ° I I , 1 11 I�=/ — 1 274= AIN Q 272 __— �— -� SETBACK SUMMARY / / I ° I 1 1 I k1 I I I{ FRONT SETBACK: 12' Ir; 186 EI If I REAR SETBACK: 10' �, / y 1,238 SF iI U y COVERED PATIO: 5' a� '�\`` / ,, J 0.00' I BUILDING: 0.00' — .. Ir SIDE SETBACK:* 0' � \� 1 GARAGE SETBACK: 20' I 1 1SPLEX-K7D 1 E �. I I UFF279.9 _ ; �i PORCH SETBACK 8 N '> ° P I GFF=270.9 189 1 190 ll 1191 ` 2 '> 85 i 187 I 188 I 1 — 1! * FIRE CODE SIDE SETBACK: 3' 1 I CV / ° it FRONT Ica - 1 184 ��S / GARAGE �� o k I ��_—_ f II — hh�_.. --- _—_ I I-1—--1 r — LOT COVERAGE: MILIVI 'I ` J /// I I '— LOT AREA: 1,238 SF / 24.59'f — �— — RIVER § \ W �, 25.20' _ — — - - — - - I BUILDING FOOTPRINT: 574 SF I rIL ,,..diall TERRACE ��j TRACT H I I \' '` 6.00' COVERED PORCH: 36 SF �� "` IL I NORTHWEST co \ � — O / �, 6 0\\\�� 2 - PtAL] UE• CANTILEVER LIVING SPACE: 24 SF :10moi . _ / 11110:01! ° i • ��" \ ,--, �� II v COVERED PATIO: 0 SF M ° PLANT (1) STREET TREE: � �� - j-> M F. /7, 2"i.-s- I p CAL. HEDGE MAPLE/ ;,. `,,�� 0 i . as asDECK AREA: 72 SF ACER CAMPESTRE >? , ; 32 00' LOT 186 \ ,..••••''''''. 1 4 a5 421_ TOTAL COVERAGE: 706 SF PLOT PLAN 41(o WATER METER ss — �, D / /� ice. y, , ---- _ 57.0 % o " ;_-/ _" tpre.,44. �' �s \C� SW BEACH PLUM TERRACE i �j . SANITARY LATERAL ,--t - SS IMPERVIOUS AREA: 897 SF 0 .11101 \ ..0/..\: � 55 t _,�_ -' ,it \ Z-tel v CLEARANCE SIDEWALK \ ° ° __— _a — \— o \ \ TRIANGLE ' ° 0) 3 RIVER TERRACE NORTHWEST (503) 221-1920 x M O CP Q f� PROJECT NO.: 395-037 2 C - ` 'S .. v•.., .... e Iat`�III ti�T V 1 W� f"t E" " e /47 TYPE: CONSTRUCTION V V / J� /� SCALE REVIEWED BY: PRE 4 LOT 186 (R-12, ROW HOME) Date. / ,0 0 M RIVER TERRACE NORTHWEST -• 'tak : L Z 13344 SW BEACH PLUM TERRACE ,INCH=20 FEET /1-'l577 /6 -"11e, 6.J PLANT STREET TREES: 2"CAL. KATSURA TREE/ SW ROY ROGERS ROAD LEGEND: CERCIDIPHYLLUM —ss SANITARY SEWER Pacific SD STORM DRAIN Contmunit ��,, JAPONICA, TYP. \' � � ; � FUTURE CURB AND GUTTER, TYP. Dcsi��n W WATER LINE I \ 12564 SW Main Street — •.... Tigard,OR 97223 - - t ;', 10.00' �� ® • MANHOLE s - •, / — i % RI 503.941-9484 7 50' - LANDSCAPE •TRACT CATCH BASIN .�!-- `�� `'-'- ` /1. """ _ I/ --- DATE: 12/15/2016 - , , ' PUE : X , � — -.. � y �� ,;''� ___ ♦ REVISIONS , � STREET LIGHT - -- �_ \, — ° ,, ° l °y\: 6 --°V/ a ' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION _ '--- -279.4 0 6 r- ./ - `` °P � , EROSION CONTROL ° S" _ , — �_ _ _ _ 278'9 STREET SECTION, SEE - - F _15 4' - - - - - - .57-1.--- - - — - - - - - © CONSTRUCTION DOCUMENTS --- ______./_____it 9.70 278 -- "Fr____-------- ,--V__ -_____ _ 15.48.z76 0 274= _ - N 1 1 / I I I — SETBACK SUMMARY ° �s C -- - - 272=--t� ! i ( I f 1 I I I I I , 1\ I FRONT SETBACK: 12' / 6 I 186 II to! I REAR SETBACK: 10' II 1 238 SF I 14 COVERED PATIO: 5' ,' \`` I 0.00' 0.00' L,I I_ SIDE SETBACK:' 0' I� I BUILDING: Y GARAGE SETBACK: 20' I 1 I j 5PLEX-K7D �I PORCH SETBACK: 8' . , I � UFF=279.9I c.sii �. D. I GFF=270.9 187 188 189 1190 191 * ` 2 �> 185~\ Iii FIRE CODE SIDE SETBACK: 3 ° I I .n i)e4 I I �I ' !kr FRONT r I i iti 184 ��S it GARAGE If $ . o N J__-_ yL II -- 14 Vr11!��■. --- - —__L I 1 I � i - _ _ LOT COVERAGE: °° �� I I I L°— °J J 7 I LOT AREA: 1,238 SF I �— RIVER 0 / / 25.20' 24.59' - - = I _ - BUILDING FOOTPRINT: 574 SF // J Q I - --_ w::1 = _ TERRACE `-�i/ TRACT H I / �� t W ', 6.00' COVERED PORCH: 36 SF NORTHWEST 00 V� ,�� y%- It PUE _ O \/ ° lidry� ; 270.2 ��. �- —IIIIIIIIIIIi%c��i .._ CANTILEVER LIVING SPACE: 24 SF "' " �A� `��"isio �-s �' \� COVERED PATIO: 0 SF 1 ° PLANT (1) STREET TREE: �> �i, � j/ - F. r ►`ice," as - DECK AREA: 72 SF co :� 2"CAL. HEDGE MAPLE/ �. as LOT 186 ACER CAMPESTRE ler 32.00' ���'" .f A QS TOTAL COVERAGE: 706 SF PLOT PLAN WATER METER ss o .112 � / / ° �. - . QS O —___—_- ", _ 57.0 % lk ° -<f �' yes SW BEACH PLUM TERRACE i ' r'P SANITARY LATERAL -�- - SS / , IMPERVIOUS AREA: 897 SF --\ --__:=--- 5= • ''Iiiiii rte ' VISION o �� _ __ \ \ da /' iJ CLEARANCE SIDEWALK / �. `,, .../-.!K V ° --»� - —,` - _ �\ .,. TRIANGLEv N / / - -\,. \ / - -�- CF cif u 'fl GARV C RIVER TERRACE NORTHWEST� (503) 221 -1920 Approve' b PI nning0 0 2 V 1 W V /fr PROJECT NO.: 395-037 OTYPE: CONSTRUCTION V i)a iy`e• SCALE REVIEWED BY: PRE LOT 186 R-12 ROW HOME) 1 0 � ( � initials: �� `' RIVER TERRACE NORTHWEST O 1 INCH=20 FEET CLZ 13344 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 G START FRAMING HERE > <START FRAMING HERE <START FRAMING HERE 0 U U p 0 16M6j BM6 IBM61 BM61 IBM61 • II - --v---v- IRM7 RM11"-c -o--c•= -v -It II ----j --- RM1 - -SII ®II"- -.1'il ter q II� } RM1 K1 g 1 R Fig RM1 K y a ■ i.B tla i i _IMO _ O m m m rn m rn m m rn L wa LL LLII 11 ooo II00 0 o Ilv m mm toLo W ? ¢. ° II O LL LL LL LL LLLL LLv I 1 ®13 11-00 III LL 4 i � j415J Il m LL Il m LL I 4 \ I r, a a m , 6 4. a I( 'N ® ® La m w 4 w !C III 31 -010 ° II— 1 v s F05 o F14 F14 F14 1 N F05 m �� 1? F03 v F11 F11 ' F11 t F03 III r a y F11 E11 Y F11 o F03 F03 00 _ F03 q F11 F11 F11 ® F03 d 4 IE P F03 ' F11 F11 F11 9 FD3 �, FnZ �!; F13 F13 F13 I Q Q F06 A 16--� .4i1 A A �� I F06 II F03 III F12 II P12 III F12(r F03 N 11 0 � I l� 1� r� ( I \I 0J l 91 P IP� 01" F04 0_ • IRM1 11 � F04 III F12 F12 III F12 _ 4 RM1 mlb F04 T F12 / F72 7r 11 A) F121_1 F04 I f •+° ® � — II 4 F12 F12 4 I rel 9 F12 ><I, FD4} F04 ® 2 N I� �•° a1N 2- 2 N ,, \(j/ 141 FD3 IdCC mi F12 F12 m cc cc 1 O F12II 4I> — — eII> -a F03 FD3 1 F12 Y g g ® F12 u 1. F12 Y m 1-1 _I (k�'1 — IIL ..I ,iII — — IIk r /�\ F03 F03 �J 9 IIII F12 ° ® F12 III I III F12 �11 l„J F03 —I IIP ' v 911 Iln t n —,a III F12 i F12 III III F12F03 I F03 � IBM2 1 + 1 i ) I , _IBM21 IBM21-sZ I LI F11 I 4 F11 LJ I U FN a F03 F03 dRMI A P02 a F11tiq� EliiP11 MIF� RM1 N i `{ a 0 INw4I F02 a nF11 F11 n n F11a 1�w .. _ F02 l mF02 ® IF11 I ! F11 Y = _ F11 p 3 �' F02n a n�F02b --q i 2 F11 F11 f0F11 °. n P. F02IIw � F02 a i F11 $ g F11 F11 a g li f F� h " PI I F11 1 F11 a RM1 I F02 Id ti 1-0 I I I' BM24 P15 7.� RM1 BM2 1-03 0 -0 0 BM24 M1 ISE F01 �EI— Fo1 s i tom➢ I I 4l ? I 1 E 1 s MI I` F01 `iii g 1 cC I 11 RM1 RM1 IRM11 O CL IRM1I I- I- I- ¢ m c7 aa. V a U a V ru a V m 0 COaO CO O N O CL LL CC LL d. LL CL LL Z Z N Q N Q 0 ' N Co t -Jr- 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 I ALL BEAMS AND CONNECTORS PER ENGINEER I FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 185-189 RM1 14-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING Paoli' umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 PL16-295 UPPER BK1=BLOCKING 40 LL RM1=RIM BOARD - BK1 12-00-00 1-3/4 X 20 LVL 1 315DL & TRUSS F COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 6/29/2016 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 SHEAR BLOCKING PLACEMENT PER BM6 10-00-00 1-3/4 X 20 LVL 2 10 STRUCTURAL PLAN 1 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IIS ' 'I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY �]/—)/=`�..td f FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �_�� BM4 5-00-00 1-3/4 X 20 LVL 2 20 HIT420 84 BM2 4-00-00 1-3/4 X 20 LVL 1 5 O 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 CONDITION / GONTR FRAMING NO DIT 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) IM Ma bill MAI IIIIM 4)USE CAUTION WHEN CUTTING - EMI - FOR PLUMBING _ Ella•roam _ IMIM - _ - 5)PROVIDE PROPER SUPPORT AT ALL --fie all Iliil�i _ici:3. ii Il�i�iriiiii� nil1111 iiii iiiai�i—�iciyi��ll I{ , „iei ii�n_. —; °�""'— — —�11�1eus�l SHEARWALLS ,, ______ 1' ! I ! ! ! I II TH/5/5 A PLACEMENT PLAN ONLY.,IN 1 I I � j1Iri This layout is to be used in con junction'_.. ' I i j �I I� ; ,, ! I 'I I Architectural/Structural plans.Verify all with I'. 1 shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY GALL PONY WALL PONY WALL ayout prior to any construction. DESIGN NOTES: THIS FLOOR SYSTEM GAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA ***DECK CONDITION*** ) OF L/450 FLOOR LOAD/NG: 40psf LIVE LOAD 9-1/2 RFPI-20 @ 1 6"O.G. • .1-1/2 RFPI-20 @ 16"0.C. 9-1/2 RFPI-20 @ 16"O.G. 9-1/2 RFPI-20 0 1 5"O.G. • 9-1/2 RFPI-20 B 1 b"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6 AREAS: sf LIVE LOAD Rt '' i� j C I 'a Ri 1 _ I y._..illi 2��� i —.— — •--- :R—' I • 3OP5f DEAF LOAD B - / R1 �I 1 II II rf 1 II ! 4 ! ! ,! II 1 I . '11 ROOFLOAD/N6: R, 3 jl ii i1 it I I ! li II I Si 25psf LIVE LOAD II I i i 'I I 1 I 3 • Tpsf DEAD LOAD ii 1 1 II 1 j I I I I y j 1 it II I I .1 I I I 11 r R, fi js -1 a� .s .l _� �h _� j II 1• I .. �3 _� is .,b J �� J1 �1 _1 5, R1 I! 11 j1 J, 1,II 11 �� j 1 1° �1 p a1 I II I I I 11 ?.: W�e�� «�a°.rvu. I __ R, ®! it 1- 1- I 1 lI _ I_il �I __I .=�1..__ I` I I 1 li 3 '"..�"»ab l - ! :1 1 HL x3 ___ "` ... H".-B I -'.p�H R3 II.. • .,.."'� I� ' e,a� a F fiII I '� ' h i II fi f 1 I L R1 E ""*;ry. in w --_- - 1—- --II -�- I ap 1 A� 11 h -I I �1 h i �y j 1 i 1� jh 1 a1 .�t I ���-.f`«Da 'r. .:t- R, el> '" ®w RI ??,-;;;;;;7!1i1Ii HD21 Q U Rz,°�, a ,I , I I I II ! i ! 1 1 I , !! i I 2 W i ►/ wQ a II I 1 I �,5 I! 1 II I I a m4 e �i% �G ID z • V �z H \_ RR I I II i 1! II 1 I H e7711::::71'7"1"t � i. R1 I R1 1 1 i, I 1 11 Ri I I I I vmarm=.e�imu it ¢i I (� R1 ¢1 R II ILL J R1 R1 R1 I 11 R1 I 1. a�w ::m.hme�w" +.eo,,.a...e !. 1� li !I i R1 i I xt II R1 li ( 1 45 �P u 'I I I ii I ' _ - i11 t II I� - I I I I! RFPI BLOOKMG PANELS NRH BEARNG HALL ABOVE I �I I I II 1 ! NTS. R3 14 (: li ! 11 1 1 I I II II I !1 II 11 I I! I i I II R2 's ! li Ib U ..34I .. I 1 'J�1 _II L_ __pY2RBI] e_ 1T 1 I I I� F D at*, !I J I ¢ ¢ 4 6 J > I }3. r I,) RING EIELON.i I I1„ 1 1 I13 ( I - 1' i1II _-__ _AIIICBEARING AREA OF 39.0.33�Ii I I ] .1.,,-,. i BE orvroPolrABOVE B4 '�li 'I 1 I 11 I� 1 1 ! 1 B1 ��� ; ,1 II I� {i I' I T 1 T eg .� J4 Ij t s �� �� -3 lb �T _la i y� �II�v L ___`-`-' - -":v{1- �1 i el Ilgn I$ ! P I I I J ii T!' I az k I,Bi I i. jl gh �Oa an R1-_ .. it 5;L J@ Ja 13 .i 3 I .i /I • • 1I h J� j I I 11 L 3 $n J.,�IOJIOJ1e II 1 I i :b 1 I I. ! II 1 �: I d Il I� itoJoJ�o 4i*--- ' 3 11 i ,L �l._. L,L_.� I 1 I D S I I 1 I I', I HDI�3 _.510 1 li HE/22 R1 �- - nit R� POST LOAD TRANSFER DETAIL —1 1 11 11 ll KL �;1 H. 2 at0 _ li- 11 ,-_,,IL-4—,....4-_-,,i,:.---,,,L=7-_',c+ B9_ ---..-: _.. _ ... NT5. - (��,() V 2 f FOLLOWING MATERIAL LET COVER,EITHER cONDITION"'•• I IMPORTANT./ PL 1 6-2 95(MAIN) MOM 185-1611 REFERENCE INSTALLATION POLYGON E-107)BENCH REVIVAL E- e/5-1101 GUIDE FOR ALL FRAMING N Mrk1 Material Mth Depth a'1de aty OutLN Tot Lth R+ 1.r5LVL Rim 1 3/4 1 v2 1.5E 55 20 ,bo DETAILS AND I-JOIST INFORMATION 066 RIP 5 +B Bo t/2 111 7/B 2.1E 4 2 LeeceGe51.24F-V4 B +/2 10 1/2 Fr- 14 2B HDR9 Cascade 5124F-V4 3 1 FE; 12 105 LEGEND. B, Ra6.mLVL �;g ;_ 5E 9 4 e BIG e2 aaaLamLV 1/2 5E 4 2 Peed bd.m 9/4 1/ SE 4 50 umber �\ B� RBIG BEAM 3 „2 1/2 2.1E MAIN FLOOR J015T LAYOUT ( H l-=HANGER GALLOVT Bs IG BEA LVL + 1/a 1/2 1.1E 4 296 5 �', \-./ 66 BIG BEAM B 1/2 2.1E 1 28 ® e1 BIG BEAM 9 1/2 '/2 2nd 3oe SCALE= 1/4 1'-O" SUPPORTING POST B BIG BEAM 5 1/2 1/2 2.,E B2 ® 59 BIG BEAM 3 t/2 1'E 3B 3 ?b 2 12 2 B & TRUSS COMPANY =POST LOAD ABOVE B10 BLKG 1.7 2 1/2 2.1E J1 12.1-20 9/4 9/4 1/2 =E 352 ROSEBURG FRAMING SYSTEM" FP1-20 9/44 1/2 1 B 8 2 R -RIMBOARD 2 RFn-2o 1 2 u 1n B 10515 SW ALLEN BLVD BEAYERTON,OREGON q'1005 (303)550-01653 -200 3/4 1/2 56 5204 LB =LVLBLOCKING 4 RFPI- 3/4 10 o quality engineered wood products for fodaysbuilder• JB =JOIST BLOCKING ;1 RFPI-2o 5/4 1/2 2 16 52 PACIFIC LUMBER COPYRIGHT 20IG PLAN:FRENCH REVIVAL 5-FLEX E-1(D)K-1(D) (LOTS 1 85-189) 6 REP,2o 9/4 ,n 2n 2e 5116 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAM LVL RIGIDRI M CUSTOMER: POLYGON J =JOIST CALLOUT jt e 55-2o3/4 1/2 b The plans may not be re-used or copied. without written permissionfromPLAN DATED: 6/21/1 6 -2o 0/4 ,/2 s 1 eo in whole or part, Pacific Lumber ROSE6MR9 FOREST nzoarcn ROSEBIRRG FOREST ROacrs B =BEAM(FLUSH W/JOIST) -110 RFPI-20 B/a 1/2 B b 96 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company Is strictly prohibited.unauthorized use or HDR =HEADER(BEAM BELOW JOIST) Accessorb copying of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that include _ DESIGNER: KAM/L.HENOER50N DATE: b/29/1 6 HI r0o1-1150-o:-I111.s 2 na g g gg RFPI JOIST HUC01.e,/1 penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. BBO=BEAM BY OTHERS es HIM 10 11 " PL 1 6-2 cl 5 (MAIN) SHEET: 1 of 2 011 H 4, w_� T IMII Rill -41 I �al dig Ilia 't'.. rf Iii 'i IFJ1 � ► ,a ' ,„iffi1_ , 1,FJ2I n,r wr. ;� 1, AilF 1 et. 'ke .. a M TI 'GJ1 ► �. .,: / - - :I1 9 II goir r , ✓,t Eli_itnr.r7iii , \l___ i a % ; Ai ..., fliiiLIL! l. Orli -rNM..11 111.11.111 LWY JistiLmi a1 : L212 %A1ai L2J1 Irlit .----ria_. .. JAIL . , ilimi .... .• IP 4 iii910F►— „,. A _An .4..._ iL„,...„ ai, ._.„ I....... I� 1 ! TM.1 NV IFw ' , m — `1:9 IFW sa4i T I�. DA ;I — 1 II"vv. - 117 -millITAII lora,P L2J1 .4 rt., ... I -to ... : . k W1 I- t ' . �' IRI T � it, I III k a. I 4�011 iiis :91 SII - � =Mildldo liajl I� JEW �!�I IFw - :� -�- '41:::.W-1111111 _. -•��.. .ray �-2 4� Ali• GJ1 104IE11 1.• PP” EMI I. y , I� _. Will mazmniiiiiii a, en IIS r4puniii " I glanirmi L, _ I !UII4UIU !!1 ' 41 III4 14%6, li !Ill 1 or Kra 11 tll,''ii,ll / .O 4sENUtaksa �� - ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 07/01/16 PLACEMENT ONLY REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL MI RIVER TERRACE LOS 185-189 DRAWINGS FOR ALL FURTHER DM INFORMATION.BUILDING ' DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING SPLEX / FRENCH CHECKED BY: DESIGNER/ENGINEER OF RECORD TO COMPANY REVIEW AND APPROVE OF ALL 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.