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Plans (48) A-7ST�r/6 -i 6e'c 5- l ;.z'/2Siv (rime- LEGEND: ss SANITARY SEWER PaL 11 IL SW ROY ROGERS ROAD Connnunity PLANT STREET TREES: SD STORM DRAIN Design • • 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. WATER LINE 12554 SW Main Street • CERCIDIPHYLLUM O 0 MANHOLE Tigard,OR 97223 JAPONICA TYP. �}_= m 503-941-9484 ' - /1____L71---___ ■ CATCH BASIN DATE: 17/07/2016 \\ rte/ — LANDSCAPE TRACT\\ ;-'-=--- \R // \ ---off `; _\' , X _ ' ' STREET LIGHT REVISIONS � x \\, �_ 7.50 ---�-'�' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION R _ EROSION CONTROL 'A, �— _�:��o 7/ 7.45' I/ _ - � t--- -ti - � i�° x - : ,' i i ,j ° ' ! /' STREET SECTION, SEE v �. n v f $, 289.5 . 288.8. r. o.• .40 f // J °%/ k °/ \ .Y/ - CONSTRUCTION DOCUMENTS — .y'�., ��-= N - r.r—=�__�r E`rte... . te r! — r-y� ��w� —-__=--__. MIN11.66' _---286 r- f�� - !, - - _ (" IF- dl ,• dl 2s4_ s-' -- SETBACK SUMMARY ' s � - 1 • 1 I I FRONT SETBACK: 12' if 1 1 1 i E i 1�i�ir�ri 1 1 it I II 't S I I °I I ,� fi iv II I ;I I 4 I REAR SETBACK: 10' ll t, ] , #) 0.00' II 173 it 0.00' I 1 i I COVERED PATIO: 5' m -'Il 1 I r J A I--1 1 r SIDE SETBACK:* 0' y i I o , i / 1 1,066 SF , 1 I ; GARAGE SETBACK: 20' ,' I I I I / ,, BUILDING: _ S { 1 PORCH SETBACK: 8' ,ri }I it , 1 : ° 1 i / f 5PLEX-K7D -E�, i 11 - I , 176 1691 TRA'T E I I 175 J I I170 II 17 I 172 . I UFF=294.4 174 14RACT F " FIRE CODE SIDE SETBACK: 3' 1 I ' I I I / GFF=285.4 I l 11l / 1 II -, o r I ' I f `I I 1 11 11 1 o 1 I I ' J '_IN FRONT 11L 'o _ -- ! - 1 I. I 1 GARAGE ' ; 1 Z -- I -— --1 I. ° n-- Ji — 1LI�T --- II _ i—_h --. t o `�,f ,, o � LOT COVERAGE: --l_ — I , .I 1 --- V 1 � I /1 I L — —1 — -� }-r--, _ I Ia 1 — _ 11 I 6.00'_ I— — LOT AREA: 1,066 SF (� —15.00' 20.69' � 1 PUE — — _ RIVER UJ LU _ — — — — - • PGE TERRACE -- � '' "ii►1 BUILDING FOOTPRINT: 572 SF 3 ' ° �.r r ' III L l ��`i f COVERED PORCH: 32 SF 1 NORTHWEST N. i Ai I O Pr---L9-7-1111111M1r,.� �� v.285.0 rigi�i �� " v_ CANTILEVER LIVING SPACE: 24 SF M N SIDEWALK �ni� ������� ----I --at__11111 �!�����N�! o iim --1- M IL 7'. WATER METER t^ j �` PLANT (1) STREET TREE: I COVERED PATIO: 0 SF LE / ` • ��• ��' HONEYLOCUSOT/ GLEDITSIA t" DECK AREA: 72 SF ( OS .• OS IS - SANITARY LATERAL 1O, as LOT 173 a I I I TRIACANTHOS INERMIS 32,00 i 1 1 TOTAL COVERAGE: 700 SF PLOT PLAN SW AUBERGINE TERRACE- SS OSS -i 5S Nit5/a& SS -\ iiii;.° — 65.7 % o f1 �'/ IMPERVIOUS AREA: 814 SF 2 WW1— 1 Ali "8 / v, I —7'--4111111111111141111111M11111 _ — - CITY OF TIGARD i �� nigivIWP ''�� _ _ Approved by Ian ing I I�, i , _ _ _ — °' Date: RIVER TERRACE NORTHWEST (503) 221 -1920r3 Initials. PROJECT NO.: 395-037 0 2S 1 W6 TYPE: CONSTRUCTION 4 LOT 173 (R-12, ROW HOME) 5,0, O REVIEWED BY: PRE co5 RIVER TERRACE NORTHWEST 13242 SW AUBERGINE TERRACE IL z (INCH=20 FEET /If T C/6z, - () /d .. LEGEND: ss SANITARY SEWER Pacific SW ROY ROGERS ROAD —SD STORM DRAIN Communit\ PLANT STREET TREES: Deign 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER TYP. w WATER LINE ® 12564 SW Main Street CERCIDIPHYLLUM ® MANHOLE Tigard,OR 97223 JAPONICA, TYP. [T]503-941-9484 ' ■ CATCH BASIN DATE: 11/07/2016 %% 10.00' \ '' LANDSCAPE TRACT \ -------7 .,,. .______. '/// \\, 1 STREET LIGHT r/ �� y././ 7.50' -,. ----'-'^`- - STRAW WATTLE PERIMETER NO. DATEREVISIONSORIPTION '''/IT i� ;- — - 1 �' M�-,a.m _ PUE - +�,�� I�- o EROSION CONTROL _ -— - _ -7.45'- . —'/ "' !+< ------ % i - a ' �: -� , \ STREET SECTION, SEE // v i 6 • °' , . . %. , ;o, 1' v,- .)289.5 z88.8 T -� , 0 ^ -\/ / N 1"j -i, Q \. /a Q/ - tr. \ ' -. _ CONSTRUCTION DOCUMENTS - �1111111Mil=%,0-L Cr, � ���:.. r-4.-_._�_—_-_fir__�7E` — ---- 0 11.66' =-286,11 -�-286 I 284 1 -_z SETBACK SUMMARY - I 1 I� - - - al al _ — g i I I I 11 1 i iirilirirri --- - t- - •I � I I I' FRONT SETBACK: 12' II 1, I I I °[ I 11IT f; I� 1 i 111 I (i REAR SETBACK: 10'/I II I 0.00' II i' 0.00' ICOVERED PATIO: 5' I_ 173 I1 SIDE SETBACK:*` 0' 1 -5 1 1 I a 'I J i-1,066 5E i / I GARAGE SETBACK: 20' ' I I BUILDING: 1 PORCH SETBACK: 8' a. ii ' I I oI 1 i 5PLEX K7D i It tll 169j i I TRk'T E 1 UFF=294.4 `"' 174 i oRAgT F 1 175 176 * FIRE CODE SIDE SETBACK: 3' 1 .0 --� 170 I 172 i II01 i ' 1 I I l GFF-285.4 ,I ; L"I(V 1 ffSI1 FRONT 1 fO aI - ' I �II I . GARAGE o - � I I z E 7:7_ -—t-s I I '4, I 1 ' -- J '��� pi --- " -- 'i T=—�I`-—_he - I I L- -- "_°'...1�— LOT COVERAGE: co _-- i I - It-- - � _ _ 1I 1 --- V 1 11 1 6.00_ I- - _ LOT AREA: 1,066 SF I 20.69' � ! PUE RIVER w - I._-( -15.00' - - - ,,, _ /11111111.-8k r��3► •L1 _ BUILDING FOOTPRINT: 572 SF TERRACE ^�. two! COVERED PORCH: 32 SF NORTHWEST ��l��I/ill/��1 oT,�� T � �� _ o ��� �� ��285'0 �� � _ ���� � CANTILEVER LIVING SPACE: 24 SF o \ SIDEWALK ter'��'Ir��� - i �a�i•�.�-ta��. .,, N Lo - M , / WATER METER = 1 ' PLANT (1) STREET TREE: r� COVERED PATIO: 0 SF as •• as ••8d ��� w 2"CAL. SKYCOLE I DECK AREA: 72 SF IS SANITARY LATERAL as H0�EYLOCUST/ GLEDITSIA �" LOT 173 d I I TRIACANTHOS INERMIS 32.00' , TOTAL COVERAGE: 700 SF PLOT PLAN ' SW AUBERGINE TERRACE 1 1 / Kt,--SS 0 SS -T SSmmik 55 — NP-/ _'�� 65.7 % , , . I IMPERVIOUS AREA: 814 SF a I + __,1•r�w - s �_�©_olio�f i��_ N IAci � "5 44111111111111,1111 I —7---- / -+ - CITY OF TIGARC+ CD 1 �� '�� � t� � F.• ,�� — _ — — Approved Fw Planning c � 1 :r I l� �I - — — � Date: /� m RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: LE3 PROJECT NO.: 395-037 121 2 S 1 W V TYPE: CONSTRUCTION t, SCALE REVIEWED BY: PRE 4 LOT 173 (R-12, ROW HOME) 10 20 RIVER TERRACE NORTHWEST 0 Z 13242 SW AUBERGINE TERRACE 1 INCH=20 FEET C PATIO CONDITION J CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) ALL BEAMS PER DESIGNER'S GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS 5)(UNLESS NOTED OT ERWISE)PLAN —'-"—'— "-- II ` I— 5) PROPER 5 CUTTING _ i ---'circ. iiSUPPORT AT ALL � Gi�i:.i.:atiE,.i�l) Ilii�i�+dL-oi�1___._,— ll Ili�icisiii�i!1111i�iiiil hii�-MWEi-iii i—i—amici i II Il�ii5j aji�ii'�i�i MEI_ Ellfd CAUTION WHEN - - FOR PLUMBING =-;I —'I -= IISHEARWALLSI I II ! f� III ! i 117111111 �111ffliii TAO/5APLAGEMENTPLANONLY.! (' .I 1 irii 1iThis layout is to be used In con junction with �- - 1I !1i !i Architectural/Structural plans.Verify all I . shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING a of t ser responsible for approving this PONY WALL PONY ALL PONY WALL PONY WALL PONY WALL yLlt prior to any construction. W PE5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR e *) OFL/4EXCEED THE LIVE LOAD **DECK CONDITION** CTION/480 FLOOR LOAF/N6: 4Opsf LIVE LOAD 9-1/2 RFPI-2O B 1 G"O.G. 9-1/2 RFPI-20®1 G"O.G. 9-1/2 RFPI-20 5 1 G"O.G. 9-1/2 RFPI-20®lb"O.G. 9-1/2 RFPI-20® 1b"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE to SLEEP DE AREAS. _ R1 \ / 3Opsf LIVE LOAD MiiE>.,tr_ami�i�i�iTT�11=11 _it i 1 ',� - r �' 1 m� R'1 d C RI 1 2psf DEAD LOAD ,!T( I(((!I'(��B 1 d 1 m 5 arfi , , , , , , Rl I� i I i�l II I I I I !� I I I I' 7,,''' i i I f i I ' I+ ` I. ROOFLOAD/N6: �/ 1 ; I I I II I I,is Ri25 5f LIVE LOAD • liI, I I I 1 17psf DEAD LOAD ,, =� 1" I I I II I, m , , II ' j I Ij I r liRt J° 1I ! ,, II !j1 1 1 � 3 �5 .� '3 .) 15 J5 O R1 `4III/ I 1 1 II I � I1j � � 1 I I II �I i ImNm a �:miII II I I R1 1 . I ' i 1a ^P1 �,,.-,.... 1,;, n . I I..,..I - Y - } ,� eo•.Hcxs 3 '�-- i �IA e_ s-�5_ I13R1y� _, —.___ '=1 1 it I H5 HG Ra I IV,WRi �I,�1� h II .1J� .TTJt .T .11 ,IT .T 4 .1 J1 7 .1 11 .T .T J1 T ' _AI,, -� ' Rt ®W '��R2I5I 11 1 {n Ql9 I ®a I I1 I 1 i I i 1I 2 Fz /j/�II• W /'/ W= I 1 / ED z _ 1 i IF 1 ; I 11 I 4--.i4,--0. __ L: I • I I ; � 9(\D _ lig/�, Q • •j 1 -I i II.i FI I I I i Rt I I .JL.WWo�.,uwsw hI. R1 11 R1 I R1 R1 I i1 I 1 R1 I RI R II .:wo •wroxe 46 {- Ri I 1 II II 1 RI 1 I it Rt RI I I i R1 1 i I1 I .,5 �✓S .vu.4m ..•r °1`t"° II PO 1 1 11 I 1 I 'I RFPSBLOGKNG PANELS rum BEARNG MALL ABOVE 1 I �I I 11 ! NTS. R2 I ; 11 ! I I I I I I II 1 i 1 I • ( R2 0 JB! 1 J 1 I I T fi11DIEd i' H ,I : J89I i. 1 �1 h b .Ib J+ �5 ' IL -T III1I13.-I 11_ III 1; --4,- =?:--I ,! i �I 4�i w +1` A z r2 SOLD5 BLOCK ALL i' IR2 C B 11I 3 I �����IaF om ,4 w roAR.CV oKSg41 1 .._. II I 1 ; II II 1 1 1 I �` OPOST AEOH9. g{ -11 Ill r i 6 �y ? iyr I 1 ,, 1 �f 1- Ia els T 1 1 1 I `. R1_,..-=-"i"- rm- a I 6 BT .5 1' II 5 �4 �5�'I ,JI BT �� 1 I i,„,,._ 3 1 I�'.1! I�h i 1l a. 1 �r' -- RL ..L-, �II�V k 3 BII Al0J�I� I II II �I 1 ( z !x .0 1 �; II 1 I- I� II IGGGviii tilll' ' Il. 11 I I 1 I 1i I 1 1 i 1 o J o 110 elk 1 1 II 1 I L ��._..) I Hv 3 f, I HDx I I I� ...."610 H• 2 Z—sE". 1 -^I. - .,.-. i lf' —I ' I d _ -ii HD 9 J- F I{- 3_ - -.. -gy-� 'fi_- i - D Ii _ .> l JIL ---.1.1,I L _ I: I 1 "" 2 iII - B10 .. POST LOAD TRANSFER DETAIL R R1 R1 i I II R1 �! L. .. r._. I� i i __..i LL i'i__. _ .... NTS. d S I ....FOLLOWING MATERIAL LIST COVERS EITHER CONDITION I...* I /MPGR T.4NTl PL 16-276(MAIN) (Loral/0-11S) REFERENCE INSTALLATION POLY60N FRENCH REVIVAL 5-1.1,.K E-1(0)19-1(12) Wk• Hta4•w oath Depth araee atll CRLO, Tauh GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION R1 1.15LVL RIR 1 5/4 9 1/2 1.5E 30 20 960 R2 055R15 9 1/2 5 16 SO $022 e1G BEA5 1/2 11 1/0 .1E 16 64 HDR2 •A5M51-24F-V4 5 1/2 1 1/2 Fb-240° 2 14 25 HUBS Ga•cale 51245,4 9 1/2 1 1/2 Fb•2400 9 12 100 ..,.' Ell LE6ENO: B, RgkLam LVL 9/4 2 5E 3 4 2 Bz ROM-9m I.,LYL , 5/4 1/2 ,.5E 4 2 pacdi umber /� B3 E.BEmLVL , 3/4 1/2 +.SE 5 10 24 MAIN FLOOR JOIST LAYOUT ( H --HANGER GALLOUT a4 E.BEAM 5 '/z +/2 z+E a 6 za �/ B5 MS BEAM 1 1/4 1/2 1.5E 0 4 56 �'e E6 BK BEAM 3 1/2 1/2 2.1E 1 4 25 SCALE: 1/4"- 1'-0" ' ® -SUPPORTING POST B1 mom 9 '2 '/2 2.1E 22 1a 990,5 & TRUSS ' COMPANY BB BS AM 9 1/2 1/2 2.1E 2 16 92 89 BS BEAM 9 1/2 1/2 2.1E 3 12 24 ® -POST LOAD ABOVE B,° 1316 SEAM 5 1/2 1/2 2.1E 2 B 16 ROSEBURG FRAMING SYSTEM" JB1 MKS 1,5 LVL 3/4 1/2 1.5E 110 3 954 R -RIMBOARD J+ 18FP1-20 9/a 1/2 9 10 ,bz J2 RFPI-20 3/4 1/2 n c 5c 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (SO3)558-9663 LB -LVLBLOCKING J5 888520 5/4 1/2 56 14 504 quality engineered wood products for todavIrbuilder" PLAN:FRENCH REVIVAL S-PLEX E-7(D)K-7(D) (LOTS 170-174) 4 RFPI-20 3/4 1/2 2 ,6 2O PACIFIC LUMBER COPYRIGHT YDI6 JB -JOIST BLOCKING s 3/4 32 6 8FPI-20 9/4 1/2 14' 26 992 These plans and the designs are copyrlghtedunderrederelLawbyPacificLumberGo RIGIDLAM LVI. RIGIDRIM CUSTOMER: POLYGON J -JOIST GALLOVT J1 RFP'-20 9/4 1/2 26 25 516 Company 2016. J5 RFvi-2o 3/a 1/z 6 a 2a The plans may not be re-used or copied In whole or part,without written permission from Pacific Lumber PLAN DATED: b/1 9/1 6 B -BEAM(FLUSH W/JOIST) J9 881.520 3/4 1/2 5 12 6o company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RRo>�eweFoeasT Fonloacn RGErooPsrnROG1ACTs J10 FP520 9/4 +/2 6 6 95 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NOR -HEADER(BEAM BELOW JOIST) A54.08146 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: KAM/L NENGER50N DATE: 6/20/16 BBO-BEAM BY OTHERS H1 THo 11350-a--urns penalties of up to$20,000 per work Infringed,and s100,000 per work infringed willfully. RFPI-JOIST Hs og 9 FL 1 6-27 6 (MAIN) SHEET: 1 of 2 w H9 O 11 rFOREsrFaannctE 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 G <START FRAMING HERE i, 0 ° 0 o 0 IBM6I JB JBM6� �II i. cgli,ii a a- ;-1 Mal -�- RM1 II K1. __Ta.-A IRM (•2M1 1---,--.---94,,,==t— } RM1 RM1 II = B - 9IYRMII RM11 I i>-� IBM6I -4- T-'II am q { LL .• omo LL IL II2 , l 8 8 m m rn o o p� N301 LLLL LL LL II g I LL LL IOL LL LL I O O_ 0. q _ O Oa2 -15 m m t 12- }1 LL LL q q ti LL LL LL—I III a w 14 n ® o ice, • 'll n e. n b n ni ® ! 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F02 �i F11 F11 F71 ° A ff; F02 T I FO V Fit F11 e ii & F11 F02 LJ 2 —I�� FO •tom{ -. - _ � H F11P. a il F02 �I 1-0 'I BM24 L F15 MlJ Wfr u 1-0 �i �rsc�u O F01 IIA g f1�YZl1-03 BM24 J -- RM1D M N g OW m m [m0 RM1 I F01 IRM1I cr- ¢ E w z o0. O o U 0 o V 0 m o m o Dc m o cr m o ix Z a g Z m u- •,:c - 3 a I- LL °x = O o m w N N io W + Products PlotID 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 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 170-174 ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING Paci BK1=BLOCKING fi } umber PL16-276 UPPER 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD BK1 11-00-00 1-3/4 X 20 LVL 1 3DL & TRUSS `j COMPANY 6/20/2016 REFER TO STRUCTURALPLANNFORT BK1 10-00-00 1-3/4 X 20 LVL 1 5 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00' 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I BM21 5-00-00 1-3/4 X 20 LVL 1 2 BM4 5-00-00 1-3/4 X 20 LVL 2 20 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM2 4-00-00 1-3/4 X 20 LVL 1 5 ® 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 RM1 1-00-00 1-3/4 X 20 LVL 1 6 part of the open web joist. 45.4' t8.4' _� 18-10 ix I r-0 err I 12-16 I 8'-0' (3 FJ1`� j1 I Ii lilt I .. 1FJ2 �I '; I�. , AfiPP!- - :�re a_ `�' �■�� A\ aI� Q-11. In 1:4,'r A rA 'AIIMMIWAMIrl.;:l 41 60 11".111 RI% It.r71.11.1ITIIII&IMIld 7 LiAtlialimm IViIllE- �:.., al�� A1 gG:2 41M11 lbs sii iiiiion•NermimmiN hiikol 470_ immit uni!I s ow U iiI L2J1i .. ► ! ill.1Nii% . a -.* ' I 11_ . , .,,. S � E5...„, <,1 �' gain iI ■I� I/ IFW OM! it A •'N-1 V .z. i• ,-;-., YJ1 li, .11l 11 irk.!-4kii. lamig 73 Apiolifill Y 1 _ �� hlb LIMA , IIIMI 1211 I..Or',.;i � I MI -tP (7isipt SCO PGE L2J1 d MI III IA I‘ 11111In iiik-at Alcia, N - 141 Al " 14 1152a 1 I! . LIIEINII111 I n _. IN.:e'llIMIitoOM Nie ImpGA IW 2, • _ - ”iij ,411 . m a � ,� ��\�® i _gym__ .. ,4,11bt II= -,c ,�i�...i�4E1 . .a. Kjitil :+.,� I�� II -,►�F .'i VIII : .i_. L1rg g- Tc.MIMI MMO1 ill II 4640 . 1 111111r1VIN"iii 61111114 11.1 ,'S'iilil I•14 I fro4 t-O' 81-4' 1 10-101/2' 17-01/2' 1 12-1' I 8'-0� 45W ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/21/16 PLACEMENT ONLY.REFER TO USS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL ' NRT FRENCH 5 PLEX DRAWINGSTION.B FOR BUILDING FURTHER DM INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN: DRAWNBY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS NRT 5 PLEX / RIV ERETER ACE TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE. REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LOTS 170-174 0.085" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.