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Plans (8)
/1 — /G -- 6G,5r4--Z- /33:50 SGJ /3c Gt /°%i PLANT STREET TREES: , krLEGEND: 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD ,..mow:.—r-� Paci l'ic CERCIDIPHYLLUM J.J. ., '. � ss SANITARY SEWER Communit� �, JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. Y SD i wT -----------2-s-,1.,-L' STORM DRAIN UCs t ,n w WATER LINE �� �7� �� ' 12564 SW Main Street 10.00' -- ar -------L___� yi re F ri / O • MANHOLE Tigard, 97223 2 3 —...._ \\ � ' LANDSCAPE TRACT' , ....� IS CATCH BASIN � � - DATE: 12/15/2016 _, � PUE -Y d `x + STREET LIGHT REVISIONS - � . b .�f 279.'1 v e�_° a a ° �'i o -, ,i/q STRAW WATTLE PERIMETER NO. DATE DESCRIPTION • -_ ,,� - `- � '121 4 � -10.47' --. 279.4 ' '' ,'� -'-. - - `,� `�� o EROSION CONTROL STREET SECTION, SEE __ —25.0— �4 I2.Ir - - ._,- - - - - - - - - - 411) CONSTRUCTION DOCUMENTS o ��u 278 j( _.. ___ / / j_ — _ _ 16.24' mi276 274 f / / F, 1 , I I -___ I __-272 -,E -- SETBACK SUMMARY / I I/ ° I I 11 R I ( I I{ FRONT SETBACK: 12' I. 185 ;� I r'1 REAR SETBACK: 10' 1 1,999 SF MI I COVERED PATIO: 5' 1 �'\` // i` 0.00' �� L, �_J`' SIDE SETBACK:* 0' ...c.., '- BUILDING: - GARAGE SETBACK: 20' E �,` I I 5PLEX-E7D - �i 11 PORCH SETBACK: 8' N �` UFF=279.9 (I 1 I I I CN ��I '''`�� GFF=270.9 186 II 187 188 189 1 I I1 LI 94 ! 191 _ * FIRE CODE SIDE SETBACK: 3 ro. 2 i7 rn V . FRONT II I 1 Lri � 184/ SSS / / a GARAGE II 0o 1.T I �� — M I --- � Imo. --- _^ _IL I h--, ' — `" of-- LOT COVERAGE: �/ I \ � I L° �-J J p , I LOT AREA: 1,999 SF RIVERJ _ .lj�� 4 1\ 28.87> i - - - - - - H " . 26.71'/ _-- — — _ BUILDING FOOTPRINT: 646 SF TERRACE __,...org 3 �_Mr TRACT H o I I I \1 � ��,,� Vic_ \�� — I ���,�• - ;> , 6.00' 1 COVERED PORCH: 48 SF NORTHWEST °DuiG .x PUE _AI 269.5 "� � ���� 1 'ate ii__ t PLANT (2)STREET TREE: a•� 1 2" CAL. HEDGE MAPLE/ i �� r, r —' — CANTILEVER LIVING SPACE: 77 SF O a, �� ` 269 8 ' N ���� r3i:. AGER CAMPESTRE i��a �,ei, likli` ly ; `" `, ,-J \ ,� COVERED PATIO: 0 SF _ ECK AREA: 92 SF -- co° o nn `� i �./ C]S — CIS — d V /f�, '011101/r' : \\ \ 32 ' LOT 185 e �� * � ►- �S QM0 TOTAL COVERAGE: 863 SF PLOT PLAN -- � STORM LATERAL SS —_�` L v f o /�� .� S ` 0�, __-,- , i �`\ 43.2 % SW BEACH PLUM TERRACE i � aS 1j0 \i_ 11011***9* • • - WATER METER % , IMPERVIOUS AREA: 1,213 SF 11,4 ,4011 I I 0°P:---,,,404 _____23,71111111r' 75 0 / �.�/ -7 Er VISION SANITARY LATERAL �� / _— cam < v a b CLEARANCE SIDEWALK / �\ \\ P o Is i!— -- °\\ — - TRIANGLE 266, - , `-" CM RIVER TERRACE NORTHWEST (503) 221 -1920Npp�-a�-v4F a . t Planning0 Q PROJECT NO.: 395-037 0` fcQ//S)4 TYPE: CONSTRUCTION 2S1 W6 Date: SCALE REVIEWED BY: PRE el LOT 185 (R-12, ROW HOME) Initials: �� 10 0 0 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET C.Z 13330 SW BEACH PLUM TERRACE PLANT STREET TREES: LEGEND: 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD CERCIDIPHYLLUM ss SANITARY SEWER Pacific iC JAPONICA, TYP. SD Community FUTURE CURB AND GUTTER TYP. STORM DRAIN f� �� �/ 10.00' �- w WATER LINE 12564Desn SW Main Sheet <_ rr O • MANHOLE Tigard,OR 97223 _/ LANDSCAPE TRACT' �y\\ ri �`, / m / 503-941-9484 / - 1 7.50' ----� ---t ; • x ■ ATCH BASIN , �` _ A— Y-- ' � Mrr _ __ \ DATE: 12 15/2016 — / PUE , --, _ fix` t\ - _ - ` y, 0* STREET LIGHT REVISIONS P. v - - \/ / vNO. DATE DESCRIPTION ° 279.1 ----"'''k"'"71/ -,- -` ;Q P ' 5 :,/:/... • STRAW WATTLE PERIMETER_ _ _ ,, 1047 G 279;4 "�' P '- EROSION CONTROL \ STREET SECTION, SEE C�" _ _25.0'- - - - - - _ ______.- - - - - _ - _ - - CONSTRUCTION DOCUMENTS Cill — T� �/ Ill 278 — — / / a _ 16.24'. _ -276 -- - -- _2/..:z___1.:_/2.7_2___t__.: 274,- - � r .. . . � / I I ' --------"r------ I __r=272 '�-- _ SETBACK SUMMARY I 'I i ---- --- E - I I I I li FRONT SETBACK: 12' / f ° ' 11-11: 185 II I ; REAR SETBACK: 10' t-,....., / y 1,999 5F 0.00' it y COVERED PATIO: 5' / I SIDE SETBACK:* 0' Y �- P BUILDING: - - GARAGE SETBACK: 20' E �� I I SPLEX-E7D ill h PORCH SETBACK 8 �`. UFF=279.9 I If 1 I 1 `V \`CV ° :. GFF=270.9 11 187 �I 188 189 I i 190 H 191 * FIRE CODE SIDE SETBACK: 3' 2 7� 1.4 1 186 iI I l N �/ , o '_ II FRONT i H tri 184 7 / -a GARAGE Ii Ir 7S - f 1.67' ' ��_- ML 1 I' --- ' .7—1,.��• _-- r—_— J I VNIII , f _-. ..4_-____,L i LOT COVERAGE: co �/ I I_ E I I 'lo -�� -� o I - - -`-i-- LOT AREA: 1,999 SF ' I _L _ _ RIVER W 4IL �. / I 28.87' — -- — _ 26.71'--- --/ i -- - - ' ,...i1111, 1 BUILDING FOOTPRINT: 646 SF TERRACE °' �i♦� TRACT H o I I I i op sup—: °•+� �_ - I ��"`-- 6.00' COVERED PORCH: 48 SF u-i ��� 269.5 i ! " �� �� � � NORTHWEST PLANT (2)STREETJEE , 0 :..14 �. / A. (i %' ` �,.-- -� —001.110-4111- -" �■Il :,;a CANTILEVER LIVING SPACE: 77 SF AGER CAMPESTRE -v i 1i' Q► / V1 v+ Y' ° � 1�8; M ' ' \` \._ COVERED PATIO: 0 SF f ,. _,.p. �/� ♦ Q - OS DECK AREA: 92 SF 7 T.., /�" �; ' \` \ © 32.00' LOT 185 STORM LATERAL p5 TOTAL COVERAGE: 863 SF PLOT PLAN c V �� ° —__--.__._— — SS o a `f--i "" a5 0\ ff. - 43.2 % `•� "" ssNAh SW BEACH PLUM TERRACE i 4S .. 0 - _ IMPERVIOUS AREA: 1,213 SF WATER METER \ _ =— = it SANITARY LATERAL --,�\ , ` ! -_ ` 9 .� VISION � o\ 0 CLEARANCE SIDEWALK / ,Y / P\a __ ;-- - - - o \ TRIANGLE 268 / \ 'v i y = � - -\/ \--c--`� ,„,g. & J�' "a',1,417-1.-4a',1,417-1.-4-4RIVER TERRACE NORTHWEST (503) 221 -19200 PROJECT NO.: 395.0370 ANp�ojC:7: , P!CI' b TYPE: CONSTRUCTION2S1WV Y"3 SCALE REVIEWED BY: PREn ''"te' +�..4 LOT 185 (R-12, ROW HOME) ra 0. ,o 0 RIVER TERRACE NORTHWEST '`I'L' c - 3 ��` Z 13330 SW BEACH PLUM TERRACE 1INCH=20 FEET 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 0 0 0 0 0 BMs 18M61 IBM6 IBM6I IBMSI ®I ' Tii° Ya RM1 RM1 v— K1 —? ,IIRM1 v v K u IRM1� RM1 Ilr ar= _ ®II p= GU A._ _A_.a_ w- z--{1 �0.�.a__sR �I}mm __ ...11 : "13H — =I n wNI. II _ _ .__ ._ _ Ir -- H 'k I0 o IIv — I �1' 0 0 m rn I O LL LL IIS 2 0 21 LL LL 12111111115 II m in� I� O3 -00' III a III e e If - e e. h m m % e ir Val e. ell t e ? a m . o A o F14 F14 ( F14 u F05 ° I F05 I P F03 Fl1 Flt ! F11 I > — F03 — +� F11 Flt y �iJ F11 I o I F03 INN I n Fac g f F03 , I o FN F11 I F11 I r I F03 I F F11 F11 F11 F03 I I 4, FQ3 • FO ell F13 F13 /�,"II F13 F el { F06 I AO b—_. 1. du A �A �u. :I Fos 1I 1- F03 I F12 F12 411 III F12 F03 �. P jIRM1 N° F04F12 I ©F12III ( iO c �tjJ Ilp F12\�� ill �I —RM1� F04IF04 I.I' mF12I—J F12 m 7] ,71 F12L—II ,I° F04 0 'm RMV w I P 7 I E Qll IIR 2 I RM1I Y—.r F. — w F12 F12 w ii w FOQ N a 4 �• 4 c,—, rC N Ip 4 I I \�/ F04 t F03 I I mi F12 F12 �® Im IIE mk O F12 1 ' i F03 I F03 cb 1 F12 Y E ' Y F12 1 I. F12 g (-) l F03 Ill iiP F12 cC �� F12 911 II IIIP F12 n�� �I�. F03 A IIP s 5 ® , 411 — 11.E .Y gill t— I F03L IBM2 III F12 I F12 BM2 III F12 ��� r[ dh d i11 I I IBM2i_„® i . 0 i. F03 A F03 LIF11 ori.„ o F11 u I �j F11 I o F03 , RM11 F02 F11 4, F11 ( F11 I m I F02 RM1l �) l fjJ I — IY71�I 2 A Flt — — F11 F11 • — I �I co I F02 F02 2 F02 w FJ F11 a F11 Y w �Y F11 II ; F02 A I A Fye 1 _ (_ L w —{ F02 SII F11 S S F71 2 3 I F11 I ff F02 +i I y < z ,X P F02 F11 E $ Eli Q Q F11 F02 z _ i I F02 '�' Ell Fl F y I F11 w 1I �: I F02 REM I RM1iIal F01 IIRM1 1-03-00 BM24 •- • M1 RM1 ; IBM241 1-L-1+16) 103 0 IBM241E I II�b I� a 6 2 J_—_ _t2 K IRM1I Irani] AIUM I FOt 1Y IRM1I [Al IRM1I la a � � I- � U U U U Q Q o O 4 cc a co O co O co O co O ' 4 Z 2 44 = 4= < O N (/) fn N 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 ALL BEAMS AND CONNECTORS PER ENGINEER � RM1 14-00- 1-3/4 X 20 LVL 1 3 Pacifi umber BM23 14-00-0000 1-3/4 X 20 LVL 2 6 BK1=BLOCKING 40 LL FLOOR LOADING BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-295 UPPER RM1=RIM BOARD & TRUSS COMPANY S ': 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 Al . 10-00-00 1-3/4 X 20 LVL 2 10 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I�.I..:�—I BM4 5-00-00 1-3/4 X 20 LVL 2 20 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _=z BM2 4-00-00 1-3/4 X 20 LVL 1 5 0 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 C PATIO CONDITION ) CONTRACTORMING NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS CONC.STEPS CONC.STEPS CONC.STEPS CONC.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING MalOa=- MIMI- FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL ti�l� ri�i^-=•=i ll 11-111111 Ilii—icuii�_ i�iEiAiiii iill Ile�iMiiE ii=i_l __ amici iii�ii 11---i- -1 --i SHEARWALLS 7H/5/5 R PLACEMENT PLAN ONLY. ,I I11IIF I This layout is to be used in conjunction with II THIS plans.Verify all t ---I shear wall blocking placement and connectors LOAD BEARING LOAD SEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL DES/GN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION*** OFDEFLECTIONL/4GRITERIA /480 FLOOR LOAD/NG: 40psf LIVE LOAD 9-1/2 RFPI-20 N 16"O.G. • 9-1/2 RFPI-20 0 16"0.0. 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 5 16.0.0. - 9-1/2 RFPI-20 @ 16"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE $LEEP/NG AREAS: Rt R1 R1 R1 \ 3Opsf LIVE LOAD I t r. . _ `.�' _ i tl 1-- '''`I' $J . 1 47. .1 ._ 1 r 1 S _ I' 'J j 1 1,R,t t y 12p5f DEAD LOAD P ROOFLORD/NO: j • ,3 25psf LIVE LOAD Rt j j '.� R1 1 Tp5f DEAD LOAD I R1 6h .3 .3 .3 3 .3 -3 -3 .13 _3 I r I 1 1 I .�3 .3 13 _3 _3 _3 _3 _3 F};L R1 I i 7- R1 -' .... _ _. ........ __ 1 1 1 1 3 r - __ .n.�.mhira .,,ase r 1 1 _ _ '9"1:"""'"7,=== ti? ....._.1•....M1A'H :3 ---- --_ -- H..3 -. b 1 H89R3 r_. _ �..... ,( R1 ' I ov. .n �W Rt --- HdRi 7 _ h .7� T i h t T .i 1 _� .�t �i _7 .r 7 .T ( ----- ---_ °. HiTi�il '.I Rt ---7.e,j \EI ' "�w... —W R2 I ' 1 R3 J ` tfl'2 En Q a 4-4,_.__ i ! .@� BY4-4,_-_-_,4" 1 / Q elliiiiiii'II� =Q I 1 '.i 2 Q arcs• F J Eire I 21 11 Ri R1 Rt - .L1 I 1 R 1 ¢1 R' 1 '��' no- rebs^owe gsur-c'NxMw��w,mwama �� 15 121 R1 e, R' R1 R1 I R1 '6 rcnanwu...n ..e,aa w.. 4151 I 1 1 1 RFPI'BLOCKNG PANELS Y11TH BEARING 1NALL ABOVE R Rb - INT 5. R2 _ -.. LIQ 2 1 I I I R ..3. 15 1.6 1... �5...` 11 , -_ b , n HL✓1t3..Y 11..-. .-L.L. -- 25,1.... .. ,i ---. 3 _5 _5 _� _a JB1 J 1 'Y1 50.135.00K ALL l I I R2 J— iiptHi 1 R211111§9 ' 1 1 I, 1 I B9LOW TOPOST ABOVE Tr qVI- 1 leg Y� l� 5�' 5 B. 5_3 .� .31I3 �'f 3 Bh y:; IIIA L Rl BR BR Bh T . 9 .R �3 BR 3 _3 BT R7 J It LJ 9 „ .5„, i I II I I. I 1 I I1 b, I7 s, i1 z I I '2 12 .I12 .z .k J2 (y�q� _,... — . HD 3 I 191,25I _J D 1)14.. O J I O �X 3 a JOJOJ s. I 1 - I ,.I .. — y ' 1' 11. L IfL. I A } HDR' L 3L a t o J.-as R 1 __ ; f f :._-_-- _--- POST LOAD TRANSFER DETAIL Q I '..R ,--� " I I R1 Rt I J•-i * I' R 1 HOR2 B10......_ EIS 55 ,__(/ C7 4) FOLLOWING MATERIAL LIST COVERS EITHER CONDITION••••• I /MPORTANT/ FI16-29L 5(MAIN) (LOTS 18S-1390 REFERENGEINSTALLATION POLYGONFRENCHREVIVALS-P12-1117)LE%&TM,12-1117) GUIDE FOR ALL FRAMING NIrk• 0.140.1 334th D•Fth 6r•d5 City Gut LN Tot Lth R 1 115 LVL RIB DETAILS AND I-JOIST INFORMATION R2 05B RM R 9/a 9 5E 3B 20 6o 9 1/2 5 16 60 110R 1 BIG 5 16 64 110122 BEe31.24F-V4 9 1/2 Fb?2400 25 HDR9 C2939de5.L.24E-Y4 10 F5-2400 5 12 108 LEGEND.• ez RwaL:mLVL 1 3/4 12 1:5E 4 t2 5/4 50 83 1,9911-99111,1- t/2 1.9E B4 BEAM3 1/2 1/2 2.5E 6 24 MAIN FLOOR JOIST LAYOUT PC umber H -HANGER GALLOUT Bs GBEA LVL 1 3/4 1/2 12 36 BB1 BIG BEAM 3 1/2 2.1E 906 ® -SUPPORTING POST B5 BIG BEAM 3 1/2 v� a 22 16 32 25 SCALE: 1/4"-1'-0" COMPANY B9 EmsBEAM 3 1/2 1/2 2,E & T R U S S ® -POST LOAD ABOVE B O M 9 1/2 1/2 2. ie s '6 JB, BLKG,.SLVL 1/2 5E ROSEBURG FRAMING SYSTEM"' R -RIMBOARD J2 RFF%i-2o 9/4 9 5 310515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 -20 9/4 t/2 tt 3/4 J3 12,-20 3/4 1/2 2 10 20 14 soa quality engineered wood products for lOdoV S builder'• LB -LVL BLOCKING J4 RFP,_2o FPI-2o 9/a 2 16 s2 PACIFIC LUMBER COPYRIGHT 2UIfi PLAN:FRENCH REVIVAL 5-FLEX E-1(D)K-1(0) (LOTS 155-16q) JB -J015TBLOGKING ,J,6 R319I-20 9/4 23 20 392 RIGIDLAM-LVL RIGIDRIM CUSTOMER: POLYGON FPI-20 9/a 26 26 696 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 6. J -JOIST GALLOUT .13 RFPI-2O 3/a 6 a 24 The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/21/1 6 -20 5/4 1/2 5 12 60 Compang EN'EESViNy PoREST PwOOV0T5 ROYHWOPDRESf➢ROOVlCTE B -BEAM(FLUSH w/JOIST) J,o RFPI-20 3/4 1/2 6 6 36 p g 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 _ DESIGNER: KAM/L.HENOER5ON DATE: 6/2 q/1 6 HDR -HEADER(BEAM BELOW JOIST) Accessoriescopying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that includeHI RFPI JOIST rH011950-or-1779s penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully. BBO-BEAM BY OTHERS H2 Hucotat/9 ' .410 PL 1 6-2 9 5 (MAIN) SHEET: 1 of 2 i/ r-H06 4%), FJ1I�1►�J� I Ii 'I .4 illy) II fladll Ili t\ • FJ2� g iii�j' � ALII I l W I * Jai• ■1..a[�'�Ml► ► AoraL7." ' — 1!",1090621 .2 GJ1 I 444 ra ems% /_ '/ !- az I al 1 `r� IH1 it_Rir 111 Li 11�I ■ .L•• _L irilil ... x'11 � :�. Nip ' Alail• 1' IIMI IRV uL2J2 .11;A L2J1 T r cgai_ vss. -Ir , imi �� U :i.Ami al IS 1I� Iliim!.m I� ;rI — n lel IFIAI IFw � ., • 1 ,1 IIIVli .s'II _ DA II, ,ilk i4'% WII _,-; _ 13 (5) - �� , us li 'Il ill � ' • 1 I s N NCO 5! _ . l!�i �- r ' N ' LZ1 11.-mi 12 (2) 4:3) 11 a)- 9Ti I- L2J1 in.43GE liffai VIII, a. l ,1 -NAM .. II Aimi IIjjI IP' 1'! l !ill IPN _. -. _.. --. -___ -2 4. Lr IH1 ���� . :I i%. WI. GJ1 I► � _ _ Im 1''! : 4MaMAZall et �I IR m- (.211-% „LilaffltzipW - -N It.,441-'-gl a:;111111,iisi In ti,t 24101 !!I 'ra . �I �!�„ '-'! �� IIi! It __ ,- f_,il w.ww'wwwww��IiFI —larli • ' ..• 4? rr ,l11 ..614. �� ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 07/01/16 PLACEMENT TRUSS CAL CAONLCULATIONS AND z. PROJECT TITLE: ENGINEERED STRUCTURAL .1 AREVISION-1: DRAWINGS FOR ALL FURTHER INFORMATION.BUINDING ' ' �� � RIVER TERRACE LOS 185-189 DM DESIGNER/ENGINEER OF RECORD PLAN: RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING SPLEX / FRENCH CHECKED BY: — DESIGNER/ENGINEER OF RECORD TO TRUSS REVIEW AND APPROVE OF ALL C Q M P A N Y DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. :e 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.