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Plans (40)
/VS 702o/6 OD /3).2.G s1144rfffL`vl r� LEGEND: ss SANITARY SEWER Pati tic PLANT STREET TREES: SW ROY ROGERS ROAD —so STORM DRAIN Community Design 2" CAL. KATSURA TREE/ —w WATER LINE CERCIDIPHYLLUM 12564 SW Main Street FUTURE CURB AND GUTTER, TYP. ® • MANHOLE Tigard,OR 97223 JAPONICA, TYP, m 503-941-9484 \� --,"-,-A------._ j/ ■ CATCH BASIN �j 10.00' --- - - 7.50' `\\\ -kk DATE: 11/07/2016 "- STREET LIGHT �_ ,,r= 1--z..17,--_:_-...2--- -..--....-__ L4NDSCAPE TRACT \�\ ,• \ '' PUE i ' REVISIONS _ ,`� ~� '�- --sem STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I' %ami: I i t - I i _ - -z-----,..,I1 ;1 EROSION CONTROL _ _ I L I _ _ i -- I t .i , 3 —,1'- 7.65'. -1 d ; py ,4 ; .\ STREET SECTION, SEE a __/.•....2___, ° o '\\,„ 11.71' , ,. • , q i1� 1.'' _ 0 . \�\i ' /' , ; ' Q k / \ �', j j CONSTRUCTION DOCUMENTS A 290 2 ____ iiii1WEIO 0 288 1 r r --7-1. SETBACK SUMMARY - _ j ! 16 - -- � � I6 - - tai 2aa _ ,� ' . �. _ 1I i ' I �i 1 I — i j "��� - i I II I }` FRONT SETBACK: 12' II + ,ti I I ( I i Ir 11 II I III I ii I REAR SETBACK: 10' ii �, I 0.00' II 0.00' 11 I 1°1- l I Pi COVERED PATIO: 5' I 1 I L: 171 r' ; SIDE SETBACK:* 0' Y5. i II( �, Q' J 1,066 SF `�I 1 , L � GARAGE SETBACK: 20' E E i ; BUILDING: _ , / 1 PORCH SETBACK: 8' I I C3 1 b9 I 1 I , 1 I 1 SPLEX-K7D i �� I 175 176 i , RA T E , 170 ir,I UFF=296.4 (in 172 j I 173 J I 174 , IRACT F FIRE CODE SIDE SETBACK: 3' 1 11 o 1 HI 1'1 I I I I GFF=287.4 1st II _ / I i I �I j ' I i I ° I �- — FRONT / ' ; l I 1 II 'o i I I GARAGE / I' __ _ 1 H LOT COVERAGE: � 1L� I � .49. �I I -- -----av``p 'T1 � --- ,I imus-_-'_:=7 i �L� __1A� , I I 1- , II-0�� I —I_ p I o 0 o Ila I I �t I II 1 L6.6-6 I— — 1 0 4 I I I PUE LOT AREA: 66 SF _ _ _ _ _ L C 20.56' _ __ i 1• _ RIVER Lu N I I' — — y -_o 1 BUILDING FOOTPRINT: 574 SF _ rL 111111/1 ] TERRACE 3 -IIIIW ��- �L��� n_�a��� ., ��.:�iz ,_� rte. � e-tet L ° . �-. COVERED PORCH: 36 SF I�1111121111 I NORTHWEST _ ��1 286.5''' ' MEN ,'�I .�_CA °LW-------- 41.1.1-1-aVi'-' ■ CANTILEVER LIVING SPACE: 24 SF ���i�� 14.76 -:ice --- - -- -- co SIDEWALK WATER METER 1 mihrPLANT (1) STREET TREE: l `^ COVERED PATIO: 0 SF Lo 0. M yy p�f 2"CAL. SKYCOLE HONEYLOCUST/ �� F glib aS ©s • '1111111 1 GLEDITSIA TRIACANTHOS INERMIS i r' t:• DECK AREA: 72 SF 5s II`t as Ia51 LOT 171 a . I43 32.00' 11 TOTAL COVERAGE: 706 SF / PLOT PLAN Kt---ss Ss SANITARY LATERAL SW AUBERGINE TERRACE _ [ ( . SS ss iii O- SS 66.2 % I f'/ • IMPERVIOUS AREA: 813 SF o W I ET 1 -----na,,,,11,--immiss--- —FAmil--Tamor , l \ / - '�V' - I,.. , 41WI y1ir _ - CITY OF TIGARDa RIVER TERRACE NORTHWEST (503) 221 -1920 (15/ Approved by P a n n i ng PROJECT NO.: 395-037 Date: TYPE.. SCALE REVIEWED BY: CONSTRUCTION 2S1 W6 PRE 03 LOT 171 1R-12 ROW HOME) J a (i Initials: 10 20 co RIVER TERRACE NORTHWEST Z 13226 SW AUBERGINE TERRACE 1INCH=20 FEET /1Sreqi7/6 ---C'Z')g6P LEGEND: ,r ss SANITARY SEWER Pacific PLANT STREET TREES: SW ROY ROGERS ROAD —sp STORM DRAIN C'on�inui�ity Design 2"CAL. KATSURA TREE/ —w WATER LINE CERCIDIPHYLLUM 12564 Sw Main Street FUTURE CURB AND GUTTER, TYP.--, ® 0 MANHOLE Tigard,OR 97223 JAPONICA, TYP. - m 503-941-9454 _\, _ _ i/ CATCH BASIN DATE: 11/07/2016 �\ 'r// LANDSCAPE TRACT // /� _'_\' ' PUE ,t \� , 04" STREET LIGHT REVISIONS 1 +� __ _: r■►in�■ft- `I'—, STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - I I ,� !i — 11 --- �iit EROSION CONTROL ',4 -:— -'/ -- ;/— — — 7.65',1, - - I v--.— _ , 7-- - - -� .— 7 '+ . /' ''Ar S v / t / 9 % STREET SECTION, SEE // V �/ 'v v ,291.0, ,�!, "{\�,. 11.71' �� ' ' v .o.�°\ ;' o 4. 0• / // - a k '�\ a - // CONSTRUCTION DOCUMENTS � a�.r r-n. r.` .'\! ° q J 290.2" \/ ` — ./ d.171 - ---- `I •4...... , g4_ ..... „,...,- ,- Er.-.,-.,—,——.. —_ _ — — - -_-- ��' — - — —� —hommoom. IF =288 ' --- ---1SETBACK SUMMARY I I I 1 1' J- i� - i - -- � ' 11 I FRONT SETBACK: 12' ! I II I I 1 REAR SETBACK: 10' It II ,5 1 ! , °1 I � lI II I� �E II � II I � II I SII 11 I I . 11 0.00' I' 0.00' I 1 1 '+ COVERED PATIO: 5' I11 171 I ; r- II l` SIDE SETBACK:* 0' : o r-J 1,066 SF / 1 • 1 GARAGE SETBACK: 20' y I I If E I III _ / II PORCH SETBACK: 8I 169)1 I I t i 1 5PLEX-K7D I! i �t 11 9 75 176 o I ; TRA T E RAG'T F * FIRE CODE SIDE SETBACK: 3' jl .,___ I I t I - I I I i 1170 UFF=296.4 [ 172 : f 173 174 'I ;I / t o I : , GFF=287.4 11 I I • // 1 I,: I I I �- FRONT ; > GARAGE o I 1 „ 1 1' r' �-- Z - -_ -5 114 ( I -- -- WILii T r' --- II — I _____be - _ 1 II I -- L° ' — J LOT COVERAGE: IIv I p I I — — ---� — — 1 6.0E_J I_-- O AI f I C — �� _� -�- I I PUE LOT AREA: 1,066 SF _ — — 20.56' ,1 I — RIVER W - - - L _I — — — _ - - — _ 11116,I �' - - - - - e--� BUILDING FOOTPRINT: 574 SF TERRACE 0) _ I Emm..-- -.....-..,_ 410411101180 fa 411#iimiliP4.1110410244014101111‘0.4 CVO 411'Irak 1111 PM 10111.%0.111041110 ,i .-4l.AOiEittIlIIl-- 13. WillEINO-411TH 1 i ilillrAll"Iiiiimir - - Eli' liOrtiftwiarrAmi „„, ill COVERED PORCH: 36 SF NORTHWEST i- „imminegillir 286.5lisia` .--. ,....%1P1111....„.2NI '�►--�i�a 14.76 — --- Hummiiilimim4111_,..._4___.,., CANTILEVER LIVING SPACE: 24 SF o SIDEWALK WATER METER PLANT (1) STREET TREE: I `'' illi COVERED PATIO: 0 SF 0. `I M w p�+.-.4 _ 2”CAL. SKYCOLE HONEYLOCUST/ W �� GLEDITSIA TRIACANTHOS INERMIS ir DECK AREA: 72 SF OS - aS IS us as nasi �., LOT 171 I I I 32'00' ' TOTAL COVERAGE:j SANITARY LATERAL O 706 SF PLOT PLAN • SW AUBERGINE TERRACE a) �S--$S SS ! I SS SS I - SS 66.2 % ? r FA _c i II IMPERVIOUS AREA: 813 SF o eft_ AmmINEP..-- wit'..7 r 0 1 ., 1� s------- / I ,--:, likui , ii, o I ��r'7- �' t�l/� 1�� CITY OF !GAR r I 1 :/ 1 i _ - - - - - - RIVER TERRACE NORTHWEST (503) 221 -1920 APPro`Je Y P annlnb3 0. PROJECT NO.: 395-037Date. . 2S1W6 TYPE: CONSTRUCTION Initials: —\ SCALE REVIEWED BY: PRE 9 LOT 171 (R-12, ROW HOME) 10 20 cn co RIVER TERRACE NORTHWEST 0 Z 13226 SW AUBERGINE TERRACE 11NCH=20 FEET C PATIO CONDITION ) CONTRACTOR NOTES: // 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL SEAMS PER DESIGNER'S PLAN CONC.STEPS CONC.STEPS CONC.STEPS CONC.STEPS (ANG.STEPS (UNLESS NOTED OTHERWISE) III -I — ' = — _ N 4)FOR PLUMBING N CUTTING 111= Mg HE .. illhiI1iflhIIll i _.— . . . - - 5)PROVIDE PROPER SUPPORT AT ALL !... Ilp .���I'ci-iii�i�ll Il�i�lcirau�11111 —__ I : tIlii ;irl111111111 —�ici.:iiiiIl IIir•=:ti%lut __—____ ��ia�— ' 5H£ARWALLS j 'I1 ' •;I -'I ' shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING 'urchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. PE5/6N NOTES: THIS FLOOR SYSTEM WA5 DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION**li DEPLEGTIONGRITERIA OFL/480 FLOOR LOAD/N6: 40psf LIVE LOAD • 9-1/2 RFPI-20 B 1 6"0.C. 9-1/2 RFPI-20 O 1 6.O.G. q-1/2 RFPI-20 V 1 6'O.G. 9-1/2 RFPI-20 e 1 6.O.G. 9-1/2 RFPI-20,1 5.ac. 12psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 1 _ RI \ RI - RI 30psf IV6 AREAS: 30p5f LIVE LOAD 7 '� 1 .W F r p Ir II i _. I i ®S 1 I I `i li p +..' i .Rt 1 1 2p5f DEAD LOAD pie, .. II (._it Ir. 'I!I r i {—_ II i 1 ' BTI I ROOFLOAD/N6: RI � III I 1• II 1 i I I I ; I •j I- 25p5f LIVE LOAD i 1 i I ®' R' 1 Tpsf DEAD LOAD II 1 Il 1 I I I 1 I I ! (l . Rtfi iI II .4 J. s -{1 9 J1 j .j I I I I I I i 11 !1 Jl it i j j I II II i I I I �_ B •,�-. �. .� �.___� R1 m I ;I i I � I i h h I i j 4NM MP.bob R1 I .�_ __-,-.----- I, i i ,( 1 • HDl3 ' • H I ."+moi I'll _-__ _.___r.__ _ ..__ T �T 11 T JT Ji yT .T I I I - __ 440„,..,..-- .; Rt !HDZI ! I V .!T li i J1 .R iT .�t _ __. -_ _ __ — 11 II I I I I I:a,�w"„Pro H. 1 in I i R2 ( , I III I ! j I I WZ ®* Ir I I ij i 1 WZ H J !i I i ! I I 2 d. �R.�.wu.-• Rt I: '( R1 1 RI R, I Rt I R1 R I R Wr.Rreu I. p R1 RI -1 Rt Rl I .pwam:ratit 4ne•va*'" G R1 1 I -1 II I j I Bp I I I 1 i I I 1 RFP(BLOCKNe PANELS MTH BEARN6 RAU ABOVE I - I I I I i II N.T.S. R2ill R • 1 • • T •j I • I j I I j I 'R2 JB -1 rjR j I . ,-. _.. _._ II TIT _ __ L 1 I I _;� — I_ I . . =0�9 A 1 • j I_E °95ANa ! , ; I I 1 I 3 ' j AL lsair zXa I ' B9 I I -Tr- 11 ! !I _ I 11 I / ` 95La9r°F°5rA 5 .! 49 .� I. I� S DT 9 h' B9 r.` L,_, ! 1 �!. IT 4. I P, ! - 1-1[::::'"1-1.:1:!,: RS .�2II j ' _. I I I I .. , - _... -1. _ _ 5 Bt 1 I D BT � 3 DK JI0oJ10J • I I � 1 .s ..a I: I i� j 1 II .' 111''' i� �I oJIoJ o g� �I K�-'� I I IC I I. I 1 ��4$l I �L I HDIB Q.eAE _e HD _I I I HDA9 I -BTO ----I. HCR2 -.. R,= _i. - 'le .-.' R7.-_ -. -.•-ar.,: —�R1 Rt __ .__ _ _ _ - L I _.-_ d _ �. I. L ! : 1 I -It,_. J __ . i.l I __ D .I III I 1 ' I i a-.-2 1 • __BID P057 LOAD TRANSFER DETAIL - l •. I --- DB .. --- - , :� -�-:: I I _ 1 I i Nrs. 1ec I I. ci ss I • ..FOLLOWINOMATERIA LET COVERS!NNERCONDITION•• • I REFERENCE N TALJLATION PL 1 6-21 b(MAIN) 5016110•1 Tu POLYGON FRENCH REVIVAL 5-FLEX E.-102)K-7(0) GUIDE FOR ALL FRAMING Mk• M9fcIN DEEM Depth Q1,659 54 cut Lth Tot Lth R1 1.15LVLRIm 1 9/4 9 1/2 1.5E 98 20 160 DETAILS AND 1-JOIST INFORMATION R2 090RLn 1/2 5 16 80 NOR,56 BEAM 1/2 11 l/8 21E 4 16 64 NDR2 Gnomic 51.24E-V4 9 1/2 10 1/2 85-240° 2 14 28 15.9 G•wmie 51241.-V4 9 1/2 10 1/2 1.9.2400 12 10D LEGEND: a, RSB A LVL 5/4 1/2 1.5E 9 4 12 pacin. 4RbeL.mLVL 19/4 1/2 ,.5EbBE R"'°"'"`"` ' 9/0• "' 1.5E � '° s° MAIN FLOOR J015T LAYOUT B4 B168EAM 5 1/2 1/2 2.1E 4 6 24 H -HANGER GALLOUT B5 56 BEALVL 1 9/4 1/2 ,.5E 5 ,2 u56 eB5 B6 BEAM 9 v2 v2 2.,E 1 4 2b SCALE:1/4'-1'-O' ® -SUPPORTING POST Bl B6 BEAM 5 1/2 1/2 2.1E 22 16 906 & TR U S COMPANY 08 BID BEAM 3 1/2 1/2 2.1E 2 16 92 B9 B6 BEAM 3 1/2 1/2 2.1E 2 ® BI -POST LOAD ABOVE 510 56 BEAM 9 ,/_ 1/2 2.,E = D 9 16 J ROSEBURG FRAMING SYSTEM" B1 B.1LVL 5/4 1/2 1.9E 118 9 955 R -RIMBOARD J1 R1.PH20 5/4 1/2 9 to 162 J2 RFPI-2o 5/0• 1/2 11 B OD 105155W ALLEN BLVD BEAVERTON,OREGON 9/005 (503)858-9663 _ qualityIBngineetedWood products fwtodav$(wf(der^' PLAN:FRENCH REVIVAL5-FLEX E-1(D)K-1(D) (LOTS 110-114) LB -LVL BLOCKING J9 RFPI-=° 9/4 1/2 96 14 505 PACIFlC WM6ER COPYRIGHT 2016 _ J 5 RPFI20 9/4 1/2 2 10 22 /w JB -JOIST BLOCKING J - s3/4 1/= 2 '6 5 RIGID�M LVL RIGIDRIM• TOMER: POLYGON J6 1,1,20 /2 to 28 992 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT Jl RFR-20 9/4 1/2 266 25 316 The sans ma not be re-used or copied,In whole or art,without written permission from Pacific Lumber PLAN DATED: 6/1 5/1 6 Je RFPI-2o 9/0• 1/2 a a p y op p PROiEIWo lOQlAWObIICJS 8 -BEAM(FLUSH W/JOIST) J9 RFPI-20 9/4 1/2 5 12 50 Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other J,o R19R-20 5/4 1/2 6 6 96 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) , „••,.r copying of these plans,infringes rights under the Copyright Act.Infringes fate liabilities that include H DESIGNER: /44141 L.HENDER5ON DATE: 9/20/1 6 .51/01799011•7980ll95o-or- 195 42 penalties of up to 620,000 per work Infringed,and$100,000 per work Infringed willfully. 401"4 RFPI-JOIST 660-BEAM BY OTHERS r2 5.0181/9 H5 WM10 11 p PL 1 6-2 -1 6 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 4/, START FRAMING HERE > <START FRAMING HERE S ; START FRAMING HERE <START FRAMING HERE G <START FRAMING HERE 0 0 0 0 IBM6I _-IBM6I IBM6� BM d �I 9Zii RM1 II K1 1 RM1 M1 I c-o RM1 RM1 lI - K I- - NRM1I RM1II`w--o--10m4631 --o--V=.11 IRM1' fr -4'4- i�-a---,!�bk�,= :•m _ _fit._ - , . _ , .- 1{.__gi -__.-' L - - 7 - _ - __ e .='' IL_.'5_ —'- li 41 noo i oo I>1E 1 oaIlav 111 0 0 0 o o I1 o_ 0,44 0 ti LL o LLIIvI �TIIS n I RO OLL LL LL �.�� O 4411����'' l LL LL LL LL ( 2 II u. LL LL LL LL III�Z I COo tti LL a I �LL 3 i0. .LL, 4 1 f LL LL 12-1 15. II Lm.__ m I 12-0-15D II u. m' 4 4 U- .12-1 -15 m II m LL LL LL LL LL II m LL t O �c�n����c�� ulor m a W m m 4 I( "B m m 6 m III m "' m a w B III 13-0-00� tIJ v _I' F I 14 i m F14 o F14 w, m N F e m w ! 'I— I F03 I F11 F11 ®- F11 V s F11 I� F11 F03 4�p —I F03 n I� F11 c" ° F03 r_ rtg- I F03 1, F11 I F11 F11 a, F03 lI® I. F03 i (I F71 F11 • II. F11 e F03 9 I �. F13 I F13 • ; F13 Fin . E03 I A F12 •iI F12 In A A I F12 F03 F04 III F12 �il I ' ©F12 gin F12 lel O I rn n F04 ORM1I �� F04 _ II rJ 0 F121_, I F12 m 111 F12����ofi�/I�_ + — IP ,S 91111 — uF `' �0 g F04 RM1 �' F04 B ® I 4 F12 r I �' F12 q IN g ki c�II 4 F12 g s F04 I F03 F12 _ — F12 Im I m I o- F12 tf I _ — I F03 I F12 F12 �1 1 F12 �- ( F03MN _ IL re K K �il _ IIL ° (� F03 ' F03 a lit F12 ® F12 II = ill F12 " 0P F12 F12 SII z ----- 4ciii.: F03 I F03 IBM2I „, mai. IBM2I IBM2I III F72 F03 11111111111111F11 g rg F11 U , F U a F03 1 mQIt�I, 0F02 I c9 F11 d • F11 Q F02 3 R 1 ®I F02 F11 I� F11 e A A F11 '. F02 O �_ �_ A F, z I F11 I F11 F02 A S F02 I=NEI I § Ftt °= S F11 e A d F02 iI. F11 I F11 F11 9 ? F02 F02 4 S F02 11 II F11 II F11 s • F11 s F02 i I1 f G 1111 M11 ' Ia E 1-0 •' -0340 BM24 F15 M1 S M1 Aim y i F01 I.I-M1 -03�� ° : RM1 c ail cc 1 �Jis I ail I F01 t ii IROMI ¢ f2A(11 0 1 } > it, iu Q U Q U a U tu U V vat O IX W O re M O Q Q O Q a O a o x x x O . i to to S 07x im Lc, Ey Os d 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 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 170-174 L RM1 14-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING: Pa Fa, umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING 40 BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-276 UPPER RM1=RIM BOARD 1SLL & y COMPANY 15 TRUSS .4 BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/20/2016 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BK1 10-00-00 1-3/4 X 20 LVL 1 5 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. BM21 5-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA / I BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4X20LVL 1 5 O HIT420 84 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 6 454' t; 84' i 10=1011'1" I 71-0 1/2 I 12=1' I 61-0' • ,-,1 k,,. 4 VA Mil OM 1 r1 .r? 1 J1FJ2Jl. 1 i, 1111111 I i� .41Anrr_ 4,1 GJI is Fiji 1 PA 7�attirril r- I� ��� . 11:';61 oi,'-"17 -N7/ :,res .' � im 7iii���,,�►_. 71 1.111 , i.� - L2,43 It. ' � �wA 11� L2J2 ,11.4111 U 4 L2JI ie- Intelil ► nil IiI av ,� sr * ael.. g 61 111 : n .t Liar 0....7, li I! i� MNI �I q 1_ IrAi YJ1 1INWPAIIA �I it c gia Y 1 -!I litj b Ilial um ,.�i ` -t ,qt�lm11 MI I 40 Fr- L2J1 4I z 1_ IE.-- ... k,,,‘,1iIMUI ill 41111111 6a zli MITI - ' �- LlillA 11131 1 I! Ill L,-11r1.1-1 ;3.,.... .I � iili- 1411111 �II'- 1 w ��4 1I �Io ` � � � Jw.4='±\ - miaj Gill lb V-4111'-oglirlillifillILIII Eilt4-1 ittilil. JIMA ci ., I■I`t r aF i� �`in� __I\\� �I 4.1 irrrlewirmialkhig 1 lipustillifie-immiil 4P —. 4111111•111111i all Milk ____4 Ka-ail lit 1 rr 814' I 10=101ir I r-0 Ur _I 17-r I 8'-0' 14 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/21/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER NRT FRENCH 5 PLEX DM INFORMATION.BUILDING a r ..,, DES RESPONSIBLE FOR OF RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS �p p^ TO TRUSS CONNECTIONS.BUILDING NRT 5 PLEX / RIV ME-EERRACE DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL p T R. C C t 4 M P A N Y DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. VCJ J LOTS 170-174 0.085" - I All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.