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Plans (50) �S% /C — 00Kf LEGEND: —ss SANITARY SEWER Pacific SW ROY ROGERS ROAD SD STORM DRAIN Community Design PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. —W WATER LINE 2"CAL. KATSURA TREE/ 12Tig SW Main Street CERCIDIPHYLLUM _ O i MANHOLE Tigard,OR 97223 / --"'""k• JAPONICA, TYP. — / y ■ CATCH BASIN m 503-941-9484 ,,/// \\ „' \ ===�X� .// Ain""� \.. / � �. ✓ ya STREET LIGHT DATE: ,oio3i2o,e �/ i REVISIONS 10.00' \ `� 7,50 __ _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ---�- LANDSCAPE TRACT _ _ �-- j -- I _ PUE _ EROSION CONTROL a 6. / � I- '7.43' ° / p ;�o /y� e / STREET SECTION, SEE / \ f / f 290.2 a i q ° .9. "/ _ ® CONSTRUCTION DOCUMENTS • ri�.�.�_ \ ° ° 289_5 /. ° / �,r.,, „�....—� _ _ s v =�% r..3 • ' ...£air. -- - noraiii MI _ IF - - - - — wo 11.66'' 88 ��� 2sa_I _ „�� --z SETBACK SUMMARY I I 1 " - Imo____ an. -- i / I , — FRONT SETBACK: 12' 514.1' II I °( 1 I , fl II I III I l REAR SETBACK: 10' 4 1f 0.00' ' 172 II 0.00' ii a Ij I 4 COVERED PATIO: 5' °' I I r J 1,066 SF L�I I' SIDE SETBACK:* 0' Y I , I i I h GARAGE SETBACK: 20' --VH E I ° I , BUILDING: �' _ I e i 1 I PORCH SETBACK: 8' co 4 I 4 169 I , ` i I j 5PLEX-K7D 1 $I / I 176 RA'T E ; 170 I 17f Er,' UFF=294.4 D, 173 / 174 ; uRACT F 175 * FIRE CODE SIDE SETBACK: 3' 0 iI IIII / stilII / I N , j GFF=285.4 j I. 1 Li o I / FRONT I I I / _I III U _ I. GARAGE I I ° I , --cs, 1���,�� ' _ —II = I — We -- I 1 off-- Ir _Eli LOT COVERAGE: -- _J 1 9 1 V I I - - 11 I L J — J o — — I I Q ( I _ I ■ _ _ 11 I 6.00'____ I-- — r I _ _ LOT AREA: 1,066 SF W - _ - _ _ L I� ._ 20.79' 15.00'_ ! - PUE _ - RIVER N I 1` /44611_‘.---"I_ BUILDING FOOTPRINT: 572 SF 4 10.1* a TERRACE N omurAmIII� ,���, lal� 1�� COVERED PORCH: 32 SF NORTHWEST Ig! '_'- ��l_. ,.� ngi, 285.0 ���A v j' iin�""--- �� CANTILEVER LIVING SPACE: 24 SF N SIDEWALK mer`_i��N1�� ---- -- r� CD wil, 1 �� M N WATER METER NI *ma I `" COVERED PATIO: 0 SF j w ��� _� t_µ/ MI ' W DECK AREA: 72 SF a as - OS ' C �iS ) OS asl. Ill �� LOT 172 SANITARY LATERAL I32.00'32.00' I I TOTAL COVERAGE: 700 SF PLOT PLAN t --ss SW AUBERGINE TERRACE r • SS SS s 55 —0ini - I �, SS 65.7 % 2 lifilhkr --- - IMPERVIOUS AREA: 816 SF 6 \ / 'iijllnllikilksUMHklk4TMIMCIM-IIIMIMIPCIIIUIEITMIME470---"glirl .0 , M -- rte- q I -�— o / I /Nr I Ii1�` / /741115P � _ _ _ - - °' — CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 A3pproved by la n i ng PROJECT NO.: 395-037 0 2 S 1 W 6 Date: TYPE: CONSTRUCTION LOT 172 R-12, ROW HOME) SCALE 0co REVIEWED BY: PRE ( Initials: / ç RIVER TERRACE NORTHWEST 13230 SW AUBERGINE TERRACE ,INCH=20 FEET Z /'1_.(7-€7--o/& °� 00 Yef- LEGEND. ,, —ss SANITARY SEWER Pacific SW ROY ROGERS ROAD �omnci unity SD STORM DRAIN Design PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. w WATER LINE 2" CAL. KATSURA TREE/ 12564 SW Main Street ® 4 MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM 7 }^ m 503-941-948 4 CATCH BAINam -= *JAPONICA, TYP. DATE: 10 /03/2016//' , _ /j �\ STREET LIGHT „i/ ` \� // \\ ;i \ i l \ REVISIONS ,o .. 10.00' \ _,/ `—\ 7,50' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ! = LANDSCAPE TRACT- II _ , - - ����,,,1 PUE _ tsar"- ;_ EROSION CONTROL f ' i a Q $ - ;� Q /- 1' io /. \ / STREET SECTION, SEE // 4 i ,, / r 290.2 7.43' , 4 Y ° \ I v p i_ 0 4•2!!!!!!-Ler- ,... r...,: „� . \ / Qfi , F \ _ // — CONSTRUCTION DOCUMENTS _ * ,� . , -289.5\! _ �± - �.,�•. ��rtew N � r yr�c.==tai •'- "-'' rVilli -r� S.1 -.._� - p - 11. - — tV4 ___:__ __L- z SETBACK SUMMARY ` 1` - -- �a66' dl 2.84_ �.�' _is 1 FRONT SETBACK: 12' 11 °[ I Ir f jl I Il 1 i REAR SETBACK: 10' E' 0.00' 0.00' ,I 1 a COVERED PATIO: 5' I ). I r_,411 j 172 it I, - L ,I i �- SIDE SETBACK:* 0' -5 ( Q1,066 SF 1 1 f Il GARAGE SETBACK: 20' a _ I I I ° `I t I i ^ BUILDING: = 1 ; / PORCH SETBACK: 8' co I SPLEX-K7D ; 1 �I 169 TRA T E ' / ' RACT F' 175 176 FIRE CODE SIDE SETBACK: 3' I I I • I 170 17; i UFF=294.4 ' L173 I{ 174 i'I :I I L L- ES I I I / i GFF=285.4 j I{ I ei I '• / , FRONT L 1 $ ' 1! U o t I 1 4 . 17 1 � GARAGE -- 1 -- — L1f = LOT COVERAGE: r. j 1 (( o _I 1 pg-_--fi--_,_-_ Tr-T-1- I _ 157-- I _-_ 1, I o L13_1 -1- — - = I ) 1 I V1L ____ ______ i 1 6.00'__ I- - _ J- L { �- —I- •1 PUE LOT AREA: 1,066 SF 20.79' 15.00'_ — — _ - - - RIVER — — - - - - f �1--� BUILDING FOOTPRINT: 572 SF TERRACE 3 mr r ...;._,.. _ _ 4111W141 14„,± 11111 III-2-1 � Ild '�,• ��L, �� ) `i VAICOVERED PORCH: 32 SF NORTHWEST l'`' lin iimmi .:nritiMINIIIIIMEsionim LK - 285.0AINI ° v CANTILEVER LIVING SPACE: 24 SF N SIDEWALK A0. ��� -i -".��' =,M __ WATER METER -, i r�� COVERED PATIO: 0 SF c M W tLW f' �•,` `N OS OS w C,.” DECK AREA: 72 SF c5 i SANITARY LATERAL S as - as 32.00' LOT 172 I. 1 1 1 O TOTAL COVERAGE: 700 SF PLOT PLAN SW AUBERGINE TERRACE 1 9, SS O SS - SS S SS - . _ _ SS 65.7 % _c IllErialLimm .>` _' � - IMPERVIOUS AREA: 816 SF ,Om�ar1mm` LA ° - I'�111 .0.> liflii / — r 0 RIVER TERRACE NORTHWEST (503) 221 -19200 CITY OF TIGARD3 a 251 W6 Approved by ar>�ning PROJECTNO.: 395-037 TYPE: CONSTRUCTION ,) - - - Date: SCALE REVIEWED BY: PRE LOT 172 (R-12, ROW HOME) 0. Initials: LSA '° 20 RIVER TERRACE NORTHWEST 0 Z 13230 SW AUBERGINE TERRACE 1INCH=20 FEET ( PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS CONG.STEPS CONG.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) -- -'--' ' --moi ' - - - S PROPER SUPPORT AT ALL Ma Ma �. )USE CAUTION WHEN "11111 FOR PLUMBING PROVIDE Iiiiui�-ice==iiiil Ill Ilii�i�i:i:iii�i-�icciifi Iliuiiiii-IINIIIIIL �i �z-•� SHEARWALLS � j i' TH/5/SITNhTI !i II II IITh(s layout iI IIjArchitecturauctpl' shear wall blocking placement anQ connectors. LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL ayoUt PONY WALL prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OK EXCEED EXCEED THE LIVE LOAD ***DECK CONDITION** DEFLECTION CRITERIA OFL/48D FLOOR LOAD/NG. 4Opsf LIVE LOAD " 9-1/2 RFPI-20 0 le.'O.G. 9-1/2 RFPI-20 0 15"0.0. 9-1/2 RFPI-20 E9 16"O.G. 9-1/2 RFPI-2O S 1 6"O.G. 9-1/2 RFPI-20 0 16.0.C. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING RT FRAMING HERE .. -..,_ 1N6 AREAS R1 . ..... R+ - _ _ RI RI R1 OpsF LIVE LOAD ADP HERE STA 1 i.B,t 1 � - "ry j - 1 II r 11 � � - ¢� F< ➢._. ' ^ �t. .� r�.�, 1 • 1 1 ! .I �1 I I I I ROOFLOAD/NS 11 II i) I R1 25�sf II I i I LIVE LOAD R1 • _ :� i I� ! 1 II 1 I I I i ! I ®�, 11 sf DEAD LOAD R, _ h a- Ili - ,' - 18 I ! �I I. I ! ! I ., '3 ,}� it .3 1. 11 ii ':1 1i 11 II I -° �W�.a , Rt ®' �, a.'-s. 1 .;a ✓,: L I I "[ 1 R1 nw .•° s �- .-X - ! • HOR9 1". ..a'Hi R9 _______,A.,_._,__ _ I� ', I �wwi. ®W R, 1 Hv'i--' - 7L --_ - JT .�1 '� 1 JT T - ., r 1 , II. ., - .1 _ I T JT . .,'-- - (�. T -.--�P .1‘...„--4 ' In W R2 1 j ! 1 ! 1 4 • T �t , .�T -R I HCR1 !I R, 1�1 W � I I I Ii I I R2 J J 1 1 1 I I j 1 I i I \ W 0 Bk I !I i II 1 1 I 1 ' 1 I al Z ,1tI/ to E- I II I - I Ii ii i I i _ _: i I l i s r-,1 w'° /�� R1I. 1 -;. L• I ' ' I lj Rt Rl I I 1 R1 ! I C1 R7 Peff puf*. •u,e"w '! $p I R1 I I I R+ i I iI R1 R1 11 iill R1 I 1 .1 �1 N a ! - • 1 i II RFPI BLOGKN6 PANELS KITH DEARNG WALL ABOVE R2 I I FR 1 1 1' 1 1 1 1 I II I I I 1 1 i II !1 RTS. 11 I ! � j I ! 1 IL I I I i .: 1 I R2 1' I ll JB.1 -IB 1 f Y2R9 1 1 it a ! I} q {I f -.r. ._H .1 J5HH _ 6 i __ !1 it MD i I� HLRB 1 ';� ',: i �, JB 11i �.� 1 _y 1g _y AH y 4 ' _ :.. +� _._... : i• t 111___ Rt I ,i ral 1I 1 IIS I� I', .--if-r . . --" i-�- t�-- '- ,I' �� m30575 5,4uRTO w°"a ABOVE 3 -f'- 1 I I j 11 aLxKS �+��f\\�Ott: e9 ;' I ) I r - ill 11 'H9 _, 1 �� �: _ - - - � -;r,ji -� , IBa _._ j B�DP,ro.DsrABOYE II {i B --:.. I. PERnE...E,a M.r L - aI, i i ry ,s ro �' ib s !t s BT Ja J �� I I I I 1 II i �II�v Rt I 5 ' 9 d H I A _. .-.�� B I ;! JI �$� 7 '� Ir ,B,r T 7 tl k j as 3 I 2 a z 12 .z t' s I ! T Bn lo t I 11 , 9. I �I i �j ! 1 1I ,I I) ; !I I li I I? I " 1 11 I I •� 11 I I ! 1oJlo gn I I' 1 I 1 IFy 11 L SIL -X10 - -1-,,.„ I. '. -1",,G�y-- , ,a HDf�9 ! - H0 to 1 }1�1-__ 1 1. ;_..6.___ __ -� - I I 11 11 II>,.. H 3 ! :I L 11 E'YJ.R- JIL J1L k'_ ,ii t' Rt 1 J...,..�u,.fL ` i.R lla �- Rt RI I� .._. RL "'1' .Il. H ITI , _._B,o - POET LOAD TRANSFER DETAIL 1 I NTS. 42 - ) ---- d' d I '...,FOLIOWINGMATERIAL LOT COVERS INNER COMMON"""' IMPORTANT/,I PL 16-216(MAIN) (LOT$„0-174) REFERENCE INSTALLATION POLYGON MEN.REVIVALS-W-EX 5-102)5-7117) GUIDE FOR ALL FRAMING wk• M453911 Width Depth 61e44 ON Gut Lth Tot Lth RI 1.r5LVL RIB 3/4 Cl2 1.5E 96 20 DETAILS AND I-JOIST INFORMATION 52 03155159 , 1/2 5 16 80 1031 8,69EAM 5 11 1/8 2.1E 4 IS 64 4DR2 Lancs.5124P-V4 3 1/2 10 1/2 P5•2400 2 14 28 HORS Laza4e31243,4 9 1/2 10 ,/2 Pb•2400 12 108 B+ RgkLam LVL 1 9/4 1/2 1.9E 9 4 12 LEGEND: 54 151614ERBIlLaM 1/2 1/2 SE 4 2 6 Pacifi ° 143 RIpIGLamLVL , 1/2 1.5E 3 10 30 MAIN FLOOR JOIST LAYOUT umbar B4 016 BEAM 9 1/2 1/2 2.1E 4 6 24 Y H -HANGER CALLOUT B5 BD BEmLVL , 3/4 1/2 ,SE 3 4 36 B6 BIG BEAM s 1/2 1/2 21E , a 2e SCALE: 1/4'-1'-0' f s 24 ® -SUPPORTING POST B, 86 BEAM 3 1/2 1/2 217E 22 14 906 p TRUSS R U S S �..� COMPANY 148 BIS BEAM 9 1/2 2 2.1E 2 16 92 O[ �! .7 J 149 BB BEAM 9 1/2 1/2 2.1E 2 D 16 -POST LOAD ABOVE 8I0 DI68EAM 3 1/2 1/2 2.15 2 9 ,6 ROSEBURG FRAMING SYSTEM" JB1 144,20 LVL 5/4 1/2 1.5E 118 9 952 R -RIMBOARD J1 RPFl-20 9/a 1/2 9 15 162 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 J2 RFPI-2o /4 1/2 11 6 Be quality engineered wood products for today's builder" LB -LVL BLOCKING J3 19PPI-2o 5/4 ,/2 26 „ soa PLAN:FRENCH REVIVAL 5-FLEX E-9(D)K--f(D) (LOTS 1-10-1 T 4) J4 FPF20 3/4 /2 10 20 JB -JOIST BLOCKING J5 RPP-20 3/4 1/2 2 6 92 PACIFIC LUMBERCOPYRIGHTyPafi RIGIDL.AM LVL RIGIDRIM CUSTOMER: POLYGON J6 RPP,-2o 3/4 v2 �4 25 snz These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT J, RPP-2o 3/4 1/2 66 26 616y J8 RPW-2O 3/a 117 4 24 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROt6aaR9 Pol6SrIlOOBCSS ROaAIRp Fpp65rpppDlpC/q PLAN DATED: 6/1 5/1 6 B -BEAM(FLUSH w/JOIST) J9 R3PI-20 3/4 1/2 5 12 60 Company,which retains copyrights to,and ownership of the plans.use of these plans by any other J10 R339-20 3/4 1/2 5 6 36 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NOR -HEADER(BEAM BELOW JOIST) Aca566e7144 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: FOAM/L.HENDER50N DATE: 6/20/16 BBO-BEAM BY OTHERS Ht rHotr9z0-a-Irr93 42 Penalties of up to 420,000 per work Infringed,and$100,000 per work infringed willfully. RFPI-JOIST "u 1s4tO 1/9 a1 ,[ .a�iFoaESTFROnacM FL 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 START FRAMING HERE > <START FRAMING HERE . S START FRAMING HERE > <START FRAMING HERE A \START FRAMING HERE 0 0 0 0 U IBM6I __JBM61 18M6I _ IBM6� __ IRM1111" K —a— RM1 IRM1I 11 c K1 RM 4M1. ,--c--c v II BM6 o '-' 'Ji- fr ° � o --c9'---u��:°c- _0 ° ..�.tU M .- nils z�s R_K ate - RMt o o ��RM1 _ y - �IdRM \ ®I n ufr _ c1711 a T u ii- II Iu�v,ImII o II �'11 Fi' oPi' o oII�ia4R o 0 0 0 p} L I m Qp pp fr a i �p 1yLL u Om LL LL LL LL LL ly II® IAL LL. LL LL LL (Q m � LL LLLL I f� OO ILLO IIS 1� QI LL A I LL 4 i 12- �1 II u• Y q L- 1Z-1 -1S IIS LLIIQv 1 X130. III 12-1 15 II,'• m I 5(a� II I IIm u.0 I o et I -I w ® m A m of �- W c 14 m m u 'h s a m F14 la c'" ID ® --� -Y I e W 6 1 Q ISI I -0�. 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D ° y N H I F02 F11 s F11 6� I I Fot I I _ F11 Mai O r F02 _ F02 _ Lca F R�1 !RPM] q�M1 1-0 �� BM24 T �H - E (1,TYZ 1 0 �� _03100 (BM24I RW�1 M1 i® Ia�l a i F01 L 0 r �� Buil 1 � I —_ ___ y I TRM11 v 5 03 w g w 5 v 0 U a. a ¢ a ¢ a m Ko co coN O th 0 Q K a a 1- O •- CO ' O _ O ' _ W CO CO Eo El, E. m + 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 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 170-174 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 PL16-276 UPPER BK1=BLOCKING FLOOR0LOL DING: acifi umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD 15DL & TRUSS 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 6/20/2016 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 BM6 10-00-00' 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I I j BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY _ BM4 5-00-00 1-3/4 X 20 LVL 2 20 HIT420 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 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 4S.4' 11'; 81-4' I 10-101!? I 71-0 1/2' I 12-16 I 8'-0' UsbUbbt: 76 FJ11j1►ir 1 '' Ii 'I f, L1r J31:I5illa Il II a . ... 2 211 ki ARO ! 1ETN C, 412111111 . GJ1 ��� 1 , AI4 ea. U : -11 MIR ,,,-,,—_---.-:- N Airdnneviirlml_ . 491 1 «. 1-_, ‘V-- 4111 ' '.,,Tu 1 UI g�L LJIULI 7 .,A,.. gm IFWB IFWA 1 ... s . 12,j2 ISI, t 0SII 1L2J1 I1 le ill Nia Till ce q '`� 9k, ,' •p► n of _ .. -;lean 1�7I 'll 01PL'r -' Mi1 _. !�'a 1"1 - YJ1 II. ,,1'- I i _1?-ip imidi IS n y i .'.1Ifirr- ' - 11011P4,41J1 I_t!�11 MI -4P L2J14t In WE ink I_.. I - 'ME E Al61 " .f 'MAW 'li c1 J .. TS -`i Iffaa 1 I!I ` N I� u-w i- llMi - . Tim I- c zi GJ1 lw. W1 II rirli Q 1 II f' =an��\ 'I ■ killi"OINIIII.441.-1, GJ1 IP :�LII��; �`�a J/ R I _- GM sw�`moo i ►.41 : ,, 116VISIordll\MIME h williglim Auk rtei1!�11 in\ , Aism-1I Eal��, �L�!tkilning......____NMI.rrr - -r-raq Irrtridiaiii4 no 1 .A .-;$ rri 8.4' 4 10-101!? I r-01!? _1 12-1' I 8'-0' 46'4 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/21/16 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED PROJECT TITLE: DRAWINGS FOR ALL FURTH REVISION-1: ER , NRT FRENCH 5 PLEX DM INFORMATION.BUILDING DESIONSIBLE FOR OF RECORD PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS NRT 5 PLEX / RIV JEUE8 ACE E TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO �� REVIEW AND APPROVE OF ALL itt TR. U S S 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.