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Plans Atsri-0/7- CvN rl�v�s-scv l � LEGEND: 11 ss SANITARY SEWER Pacific g Community i ......... STORM DRAIN . D im _ cs _ 342.4 " i ;r� —W WATER LINE i2ss4swrna�nsheet 341.9 ',> C MANHOLE Tigard,OR 97223 s s c i - ",1"j,. _ (T]503-941-9484 4"`-- – - DATE: 5/11/2017 __ CATCH BASIN — — 1 _ —_- �� STREET LIGHT REVISIONS - /' NO. DATE DESCRIPTION _ — 1____,--------18.82'L-- I— . . -.J_-_ --J 11 STRAW WATTLE PERIMETER 1 24.81'_.__._ I 1- -" __ �- EROSION CONTROL _ I I I 11 _- __ _ - __ - — _ _ _ _ _ 1 I �* FLOW DIRECTION ARROW 1 IN T11� I ; I E IL „�eee teeQea, , �� I ? I / 7 l 4 1I II 0.00' I 1 1 ,�11I \ r -1 11 SETBACK SUMMARY 1 , I --""--"e— 0.00' I 1 I j 1 I �' I I I 11 I FRONT SETBACK: 12' l'. 41 \ e I I' r ii SIDE SETBACK: 0' I 1,255 SF ,� I STREET SIDE SETBACK: 8' I 1 •. 3 I I 3 :BUILDING 42 43 1 t TQC C FRONT GARAGE SETBACK: 20' _ \ • 5PLEX-K6B I 1 I ,� �, .e9 ° 1 FRONT PORCH SETBACK: 8' 1 70'IUFF=351.61 I 1 11 \ I I , I 1 1 � REAR SETBACK: 1G I GFF=342.0 II ] REAR COVERED DECK SETBACK 5'' 1 ' FRONT 1 � O I- !GARAGE i, \ I r I 1-i , ,___ � _o '1——1,1 I,— ,, �� ——►�——PORCH 1�__s_Lr—�r.� 1 1 t r��' t t",, (_ LOT COVERAGE: tt L_ __J ±1o.00'J J L_-- J 1— — 1 \1 t t;'f,t 1111./, i� t t �- s k ,r t t14114E1/1; /I 1 LOT AREA: 1,254 SF 14.67' �-- 1 �,� ;t� t /�t l�tif4 340.6 340.3 - - �f 1 i it/ tt�tf/III)/f t t y , t , , BUILDING FOOTPRINT: 567 SF Tr . 1 t t �, � �, I. COVERED PORCH: 40 SF RIVER 0 k. •" 7 R- ilh . --' TERRACE COVERED REAR PATIO SF WATER METER I CANTILEVER LIVING SPACE: 0 SF EAST M SS SS 5S S \\ I SS m-- S5 ' SS ti DECK AREA: 72 SF SANITARY LATERAL (1) GOLDENRAIN TREE J r / KOELREUTERIA TOTAL COVERAGE: 679 SF a, IS ' ;� PANICULATA �' GS \ ��� E STORM LATERAL / 54.1 % SW 169TH AVENUE LOT 41 / I . I IMPERVIOUS AREA: 941 SF PLOT PLAN o !� h1; !dt !i fl N 1 — — __ .-- o V _. ---- PGE6. — rI If i /V1"4 , f X % ---------1-4-1_14_,d/_ t;tt1 ,1Fry \\\I / o a CITY OF TIGARD o River Terrace East RIVER TERRACE EAST (503) 221 -1920 Approved by Planning0 P Q Lot 41 2S 1 W6 PROJECT NO.: 395-037 o 13035 SW 169th Ave Date: V6 l '/ TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 0 LOT 41 (R-7, ROW HOME) Initials: /' 0 10 20 RIVER TERRACE EAST CO N 1 INCH=20 FEET 0 TBD SW 169TH AVENUE Z� LEGEND: *°°.'" 11... - SANITARY SEWER Pacific - Community 1 _____- STORM DRAIN Dcsin —W WATER LINE 12564Main Street 342.4 SW:.341.9 ' .5 , MANHOLE Tigard,OR 97223 (T]503-941-9484 �� _,- s'-. ,,'s : -:',,_;-'i,: CATCH BASIN - -r-I - DATE. 5/11/2017 _ - STREET LIGHT �. _ REVISIONS p ___ STRAW WATTLE PERIMETER L-- �---10.82'— � —�----�^- J---- ,I � NO. DATE DESCRIPTION _ --_--- - I EROSION CONTROL 24.81_'_-__ I I I ----- f - -IF- L. I FLOW DIRECTION ARROW \ II 1 —1_4_ r- A I If r . IL-, :I -1 I I.J 0.0 0' — 1 ti 9 I \ I //, '! I I I I — 0.00 "I i �.I 11 it SETBACK SUMMARY I 1 i I I it 1I, �I �I � FRONT SETBACK: 12' ]I , 41 1---, ' i SIDE SETBACK: 0' ,,- 1 , is , •1i BUILDING. . •� 42 \�- ` 3:_. I `� TRACT t: I STREET SIDE SETBACK: 8' 38 ; ,---=-1 � u ,P , ( �L� ( i I I J} j FRONT GARAGE SETBACK: 20' j ^ I I , � ,SPLEX-K6B I, �, II II FRONT PORCH SETBACK: 8' M I I I I (' ' TUFF=351 6 if, �� _, !I I 1I } [` REAR SETBACK: 10' 0.4 . � ' I — I �EGFF=342 0 i r.� 1 II # REAR COVERED DECK SETBACK: 5' F I I it I _ - I FRONT I' I ti 1 �� l o r it 1' . - * — , ( { I I- 1 !I GARAGE 1 , ,1 11 r N J�-I I �J ,, 'I I 7 Lin7,--!, I , . _ II;_ s--�__. I - 1i 1r----' PORCH fir----r_L- i, I ' �' 8,,, x I LOT COVERAGE: r I I L''__SIJ �t._ _-' I `;! Tt ;_t J t2ZØ" 2: —N. -w � LOT AREA: 1,254 SF rcliT — — — il o 340.6 \340.3 �) ' ', --...—�---�_.,_ _ �� —r — _ 4 �' 'a i 1' ,;r i 'tl / BUILDING FOOTPRINT: 567 SF x �� ` �. \_ \\r _ P _: \ �\ \ '' L' 1 j COVERED PORCH. n� SF _ ... , RIVER • r-_-- '-- F - ___s_._/-_\____\___ — _-- COVERED REAR PATIO: SF f WATER METER- j CANTILEVER LIVING SPACE: 0 SF EAST I\ v —— - S� w ss A ( S SS I SS — SS co \ I I I DECK AREA: 72 SF SANITARY LATERAL A 1 (1) GOLDENRAIN TREE i / KOELREUTERIA TOTAL COVERAGE: 679 SF S — GS - - 4s ,^° c PANICULATA GS >tP- STORM LATERAL ;'� i 54.1 % SW 169TH AVENUE LOT 41 °' \ ' ( / '� i IMPERVIOUS AREA: 941 SF PLOT PLAN J. ID '/. - - —. is - +'h —-----�'r 14 C ---,,. --m--- :r�- --- --.-__ — : — ..-_..T -._- - r � j ± .— — c , 0 , \ _ ; ' o PGE l if( t t �t v �— d �-I 5 U a c 01 CITY OF TIGARD RIVER TERRACE EAST (503) 221 -19200 0 ApprovedI PlanningPROJECT NO.: 395-037 • Q } TYPE: CONSTRUCTION CD'43 2S 1 W6 ��l@ f SCALE REVIEWED BY: PRE _. ......AAAeee M--F River Terrace East LOT 41 (R-7, ROW HOME) IriE�l ls: �� ,o 20 o^ Lot 41 13035 SW 169th Ave RIVER TERRACE EAST 1 INCH=20 FEET �� TBD SW 169TH AVENUE 1 O -0 -0 CO Or-, E m y ® ° Ei CONFORMS TO DESIGN CONCEPT �� CONFORMS TO DESIGN CONCEPT N 73 A -N Ey CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH 40 m ° 0 n m o L.! REVISIONS NOTED l REVISIONS AS SHOWN ~ NON-CONFORMING-REVISE&RESUBMIT su w3 z Z Z NON-CONFORMING - REVISE AND RESUBMIT -0 E E ZTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O ® WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE to M Rt DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES .ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE X XPRIORITY OVER THIS SHOP DRAWING DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY SI Z o z By Alexia Date 4/24/17 OVER THIS SHOP DRAWING. 2 ft20 .P MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: April 21, 2017 4 to r .6-,s6 CT ENGINEERING INC c o o a ill X ■ZIL L 196 1 I 6 186 a m i0 I .0%01 1 I .9-� I I .P 6 I I ■9•'� i I 2/6 L-21 SO 1.0 mom two . 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START FRAMING HERE > (START FRAMING HERE ® <START FRAMING HERE 0 0 0 0 0 rIIBMM301 -__ _ IBMSI - JBM6j __IBM6I _ 18M3f1 0 •1 = ��1�"1���.- ;!F M1 - I RM1 p -:11N1; 1 a IOM "M1 1'..-- -r It* -• II II -L` -s- Jill RM1_EL v T ,n v--.- it RM' RM __� � x i N ...- off. -�- dl� o e o_�e; N.1L \ o ;I_ ._' �g �{ o In m rn � �iI]ffiIJIJk , O O I II LL u. ll S{ 12 a1' II 'JJ GA.2-1(0-15 a lm I�IIIII -Hl��u.. Q !I ir - (-IA 13-0-00, _21��1 o �^Msn�^•�1, �lr_..�. I ` i '-� -,�- a in a 11 I 111 13-0-000 II 1 I v I i ma a s I 1 -. ii FOB d F14 1 F14 F1d II . '• . .. '' FOS " ,. LL F FO3 !ll E �1 f11 � t Eli Eli • F03 �I11 ! F03 F11 11 I� F11 �I F77 Q..�� d �Iqq o F03 re F03 l F11 I i F11 I F11 4 Ji F03 I F03 i { F11 EI F11 F11 F. F13 FO 1 �/ I .I F13 11 11 F13 I FOB I{ 1 © p_• 11 �dll 0 0 Ib—N 1I I /, FO6 I 1 f03 it F12 �' F12 11 F12 P F03 I 13 ,' _f Y /� R 1 I' F04 - d#! �� F12 I! F12 �ii i 1 F12�6� I� F04 . RM1I RM1, O FD4 Y'� ; �1 �/ F121 I �f p f i I—JF72 m 11Al 1m�J F12LJ 11 F 0 . 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Wim re w U oxn rooasis"m"amwrA Ug ❑ a ° �.. �Fn a ° a 0 D CONFORMS TO DESIGN CONCEPT WITH 0. o a Ir a s a cc N O p,"o - to O to O to o REVISIONS AS SHOWN re LL k re LL cc LL Ce LL ❑ NON-CONFORMING-REVISE AND RESUBMIT 0. o 0. 3 a ,Zr _ T o o o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE r MIL1RANDi ARCHITECTS N vii N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE EH Go io - FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:April 27,2077 CT ENGINEERING INC r�' \ , ± Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4X 20 LVL 1 3 .� BMt 14-00-00 1-3/4 X 20 LVL 2 2 RIVER TERRACE AREA 3 AMERI MOD 5-PLEX E-6(B)&K-6(B)LOTS 39-43 I ALL BEAMS AND CONNECTORS PER ENGINEER I ..� BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING Pawl F, umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING 'T PL17-136 UPPER 40 LL BK1 11-00-00 1-3/4X20 LVL 1 5 RMI=RIM BOARD 15DL & TRUSS : CCMPA NY BM30 11-00-00 1-3/4X20 LVL 2 4 ''1 BK1 10-00-DO 1-3/4 X 20 LVL 1 3 4/20/2017 REFER TO STRUCTURAL PLAN FOR ABDITIKNAL POST RM1 10-00-00 1-3/4 X 20 LVL 1 7 TRANSFER BLOCKING REQUIREMENTS.R BM6 10-00-00 1-3/4 X 20 LVL 2 6 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 I 41111 BM2 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I BM21 5-00-00 1-3/4X20LVL 1 1 ACCESSORIES QTY III/ I `i� Cpl BM3 5-00-00 1-3/4 X 20 LVL 2 2 —`.._-t BM4 5-00-00 1-3/4 X 20 LVL 2 18 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _�� BM2 4-00-00 1-3/4 X 20 LVL 1 4 O HIT420 85 BM4 4-00-00 1-3/4 X 20 LVL 1 1 SHEET 2 OF 2 RMI 4-00-00 1-3/4X20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' BM24 4-00-00 1-3/4 X 20 LVL 2 4 ®O NOT. BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen,remove,cut or notch RM1 3-00-00 1-3/4X20 LVL 1 4 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4 X 20 LVL 1 6 PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM'" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2011. quality 6TIgfpEefEp�W0001 products/Dl1O!/OV S bUl/C197" „DrHw, so�m BLvcK Au The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber Al II °O5T5 PRO1 i� Gom an.which retains copyrights to,and ownership of the Tans.Use of these plans an other RIGIVLAM L.9D"im RIG1DRIK 1-...°y;,,, ro BBAwHS ea.On p yP P P y y m,-,ka a �Hsr•usOwseawcks product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ,.,,,,, , PER veTAa le.,nnrcr, ROSESPRe FOREST PRODSCTS ROSNIUL'FORESTPRODUCTS 11 --- BEARING AREA OF BLoass copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include IVB `` / ea.On TO POST ABOVE penalties of up to$20.000 per work infringed,and S 1 DQOOo per work Infringed willfully. IIMt .. RFPI JOIST .W, I!-`-11tj �ll r R RR�MOST P CONTRACTOR NOTES: DES/6N NOTES: •<^+"^•_• 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM 19A5 -^ -,;d�!w,u,�„-,,, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPPI BLOVONY PANELS YUTN BEARING I'1ALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL MS OPED DESIGNER'S PLAN DF L 450 N CRITERIA Ars. (UNLESS NOTED OTHERWISE) NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: THIS/SAPLAGEMENTPLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 a 1 6"O.G. 9-1/2 RFPI-20 6 1 6"O.G. 9-1/2 RFPI-20 S 1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: 9-1/2 RFPI-20®1 6`O.G. Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1/psf DEAD LOAD R 1 RI / R Rl Rt (I )— 1 11 11 l 1,1il 11 ��I fi j � I �• ® CONFORMS TO DESIGN CONCEPT • 111 II j �I I� I ❑ CONFORMS TO DESIGN CONCEPT WITH � 'il ii I !< REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT _h 45 -1 J9 -55 II iI Il I ,I 4 J$ 4 J ' hill1 III THIS SHOP DRAWING HENS BEEN REVIEWED FOR GENERAL CONFORMANCE I JI Jp '� • �I I �� Jn .a J, I. I I .� ! ,I I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '1[ :i ll I id '� I it FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ill u ' I ''''+!.=r1+ .+1-.a -,,,,,i.,-...7.7---r -{i —- , ' I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Y ... .-, -- HD a .r... 1.. I: -.� Il- I`-HCR9 ....ll ' 'i Ji OVER THIS SHOP DRAPING • ®Ill R1 1_____ HD)�- I. I! : u .,I...--, ate:AOfil 21,2017 -1 _ t _- �_.. ! i1 I By: Arnold A Solomon D' t 1 ! I l ?IP fi �y 4 �i h .ih .(h __.._.. - .!4 Jh Ip J7 lI .t1 J! ' 'f -lit i J r%-i Rt p'i to R2 j ! q { I 2 aN CT ENGINEERING INC a� 1 I I I i -7 LO mZ 11 I II I i I I I �rn • �_._-$k, , _L g ,fit 1_ ', 1l t 1 1 1 III v tt ep rn 3 ®O Ha. 0)Ci Bs I Irnts H 0 1B 1 I 1 1 RI II. I 1 R1I I I 51 R1 ii R I 46` BP II ,,,,,„..L.....,,,- Dare , ;� I I 1 1 1 11 I I 'I 1 I MILIRANDT ARCHITECTS i R3 F 1 t 1 'I ...._ : R3 t Ii I II j { I1 Ij 1 h II I �1 II JB1 .EHJJ ' A g ` Si � J At p • I �Ha i � -.-t 1 I. i .:I I ! „ „ !!; :,", 1 il if-1,1_ '��j( I1 { A ! 051 +'-I Ja .4- Ja �9 111 J9 .f� -(J� '9 I J8 .19 .15 47 PM9 I .. 51 I I4� B f i i n 47 mrj r i 1 a7:: B ,mti 01 h t`'-! .I R2 I 42 J� --,'HII ! I. , 2 y� Ji, 45 -I le III �' j I I Y-- R2 Itt> 4 ' II 1 i .I I . I I i III I I i I �it! $. til-2 rL JL BID ll•. .I -1 --A' I._. ,_> _ii i R1 ■ HDII{3 G..__.a: 11 .-I HD 5 I l RC I.-' HD�9- __ -ri-H 2 '... -I l' -. _If J,�-.:,,N: R2 I' iR1RZ 1 Ij 3 i , B� �� J € 10-,_,__-_,-1 ) ---,1 810I 2 2 2 PL 11-1 36(MAIN) LOT589-48 POLYGON RIVER TERR.AREA 3 AMER.P100.3-FLEX E-6(5)K-e4134 Mrk a Material 1Nidth Depth brads Qtg Gut Lth Tot Lth RC 1.75 LVL Rim 1 3/4 9 1/2 1.5E 39 20 780 R2 055 Rim 1 9 1/2 5 1166 80 HDR 1 BIG BEAM 5 1/2 11 7/8 2.1E 4 16 64 HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 IMPORTANT/ HORS Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 9 12 108 REFERENCE INSTALLATION Bt Rigi4LamLVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 B3 RigidLam LVL 1 3/4 9 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION 04 BIG BEAM 5 1/2 9 1/2 2.1E 2 6 12 55 RigiSLam LVL 1 3/4 9 1/2 1.5E 3 12 36 56 BIG BEAM 3 1/2 9 1/2 2.1E 1 4 28 LPG�AfD: 51 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 MAIN FLOOR JOIST LAYOUT BB BIG BEAM 3 1/2 9 1/2 2.1E 2 16 36 ' </-�-�}� 89 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 SCALE:1/4"- 1'-O" �/ -HAN6ERGALLOUT 010 BLNCSa15L 1 3/4 9 1/2 1.5E 2 5 16 JB1 131-K6 1.75 LVL 1 3/4 9 1/2 1.5E 118 5 354 ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 t9t I8 6 2 Ot TRUSS COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 36 14 504 elt R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 10 20 10515 SW ALLEN BLVD BEAVERTON,OREGON.1-1005 (503)850-9663 J5 RFPI-20 1 3/4 9 1/2 4 16 64 L5 -LVL BLOCKING Jb RFPI-20 1 3/4 9 1/2 12 2 336 PLAN: RIVER TERR AREAS AMERMOD.5-PLEXLOT599-49 E-6(B/K-6(31 J8 -JOIST BLOCKING J7 RFPI-20 1 3/4 9 1/2 26 266 616 J8 RFPI-20 t 3/4 9 1/2 10 4 _ 40 CUSTOMER: POLYGON J -JOIST CALLOUT J9 RFPI-20 1 3/4 9 1/2 5 12 60 PLAN PATER: 3/25/16 5 -BEAM(FLUSH w/JOIST) Accessories - DESIGNER: KAM/L HENDERSON DATE: 4/2 1/1 7 HDR -HEADER(BEAM BELOW JOIST) H1 THO11950-or-ITT9.5 44 . 550-BEAM BY OTHERS H3 I HU4 120 1.81/9 9 FL 1 1- 1 56 (MAIN) SHEET: 1 of 2