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Plans /t f(7;207/6, oC1 SCI/_- /2o1. - 5tt) &- .fe • f LEGEND: — SANITARY SEWER Pacific SD - STORM DRAIN Community L)OSIT11 - W--- WATER LINE 12564 SW Main Street 1 (1) 0 MANHOLE TigardC3-")R97223 [n 5 -941-9484 CATCH BASIN ? DATE: 12/08/2016 0. STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 1 TRACT A STREET SECTION, SEE 5'WIDE PERMEABLE PAVER SIDEWALK 0 CONSTRUCTION DOCUMENTS 6' COVERED PORCH AND DECK z 246.0 'c 'Ilil N SETBACK SETBACK:Y 8.21' 12 248.0 7.50' PRIVATE ACCESS EASEMENT�P&u .r ,'4 iii [I � I '° u ti i; * SIDE SETBACK:* smi _ - __ REAR ALLEY/PRIVATE _ I�m lair =.�.zv.:vail � 9� �� �1as,.�n j"mop temaya : •-- , ° STREET SETBACK: 0' �-BMW I 1 1 ii DRUM Limb men __T-4 � -- _- == PORCH SETBACK: 8' — °— I-— -- — GARAGE SETBACK 3 6 � 14.0 �� ���,� �� . - - _ ��- - __ lo��i 5A' — it — 0 r- , � 1 �U�, M !' I -- * FIRE CODE SETBACK: 3' a a �I r illro I' 1 , 0.00' I I i 11 o . I I 1,375 SF �I 1 I I I _� I —I BUILDING: , �- i I 1 4PLEX-E6A 2 , 3 \ 4 i . 5 1 o tr‘ 5.13' FF=256.0 ! n LOT COVERAGE: �ti GFF=255.3 , 1 1 _ it II o A i1 I 1 1 IS I LOT AREA: 1,375 SF 1 i _GARAGE i J L 11 �' i I i 11_ � � POLYGON AT '; 1 11BUILDING FOOTPRINT: 697 SFWEST RIVER Lu w t 255.7 `, _ I s t1," tit ' 1 Rr A_M:-1 r.• SIi� 1 I _t-_ -+ REAR COVERED PORCH: 20 SF 0) 5.4 --15.7 1` TERRACE 1 4 4} 1 , CANTILEVER LIVING SPACE: 73 SF — - _ _254.6 3.00' _... SANITARY LATERAL —_ — SS -� \ DECK Et COVERED PORCH: 92 SF • `` Ili s � _ - �,,6.00' 1PUE m STORM LATERAL 1 SIDEWALK o WATER METER 1 M r ' �� l `— as D L` r •18.00'Lo TOTAL COVERAGE: 882 SF ; ` ' =- SW ROCKY RAMBLE LANE TR CT C'� LOT 1 n �y � ` 64.1 % i `/'j `� ' � '„` `' � "' '� ,,_____= _ PLOT PLAN IMPERVIOUS AREA: 936 SF ..,-�` _- - —_ VISION CLEARANCE TRIANGLE ``- . ` . ci �. `_O ri /IS Q. p �n TRACT � S / % JJ Y_ i a. I a , Y''\4 /,f( , ,<, ,„/ / CITY OF TIGARD POLYGON NORTHWEST (503) 221 -19200 Approved by Planning PROJECT NO.: 395-029 TYPECONSTRUCTION2S1W6 Il '(Da}Q• SCALE REVIEWED BY: PRECNO LOT 1 (R-25' ROW HOME) fnitialS: C4' ,0 20 POLYGON AT WEST RIVER TERRACE z 17096 SW ROCKY RAMBLE LN 1INCH=20 FEET z _, LEGEND: ss -- SANITARY SEWER Pacific Community -SD STORM DRAIN Design W WATER LINE ., 12564 SW Main Street ® 0 MANHOLE Tigard,OR 97223 [1]503-941-9484 m CATCH BASIN 'Ti, DATE: 12/08/2016 + STREET LIGHT REVISIONS STRAW WATTLE PERIMETER 4 NO. DATE DESCRIPTION EROSION CONTROL TRACT A STREET SECTION, SEE 5'WIDE PERMEABLE PAVER SIDEWALK CONSTRUCTION DOCUMENTS 6' COVERED PORCH AND DECK N - �i � �("' � �'��'d0i� N w SETBACK SUMMARY , `246 01'""%ti Q 8.21' FRONT SETBACK: 12' 248.0 7.50' PRIVATE ACCESS EASEMENT r �� ' SIDE SETBACK: 0' �� T� mil ____ _ — — — _ _ EAR ALLEY/PRIVATE "� __m iiiik "zinz im 4ar �wiga tiWoWi W—a-7 -7X. =-7,}1 STREET SETBACK: 0' `- 1 T —----"-- . PORCH SETBACK: 8' _ — —1-14.00'- — _ - _— 7,5 0 _ i Eis 1 , r._. GARAGE SETBACK 3-6 ''° " I 1 �'' i 4' i * FIRE CODE SETBACK: 3' Q0.- --,,,,. "'�' I I 0.00 - I 1' o \ ie\Iii(' I 1,375 SF I I, - I BUILDING: I� I ,j , 4PLEX-E6A 2 _ 3 v li I I11-15 o y 5.13' I FF=256.0 \ I ' LOT COVERAGE: co A, v I GFF=255.3 :o , I I ___11 I U \ �� r - - U, dri 1 I 1' t} D �� 1 I `�' I 1 i[ GARAGE 11 1 Ii 4 ! I I\ LOT AREA: 1,375 SF 4-44 I I i I 1 \ -� �; POLYGON AT O 4 • � I I I 1 BUILDING FOOTPRINT: 697 SF WEST RIVER uJ ;-. 255.7�,�,,�� I I■� _- -- l �� �� -= REAR COVERED PORCH:} 0 f 44w i u � n��.'----.---tw,v-- ----:,,,z_.---=---eare.p. ...,01.,.......70...., J 14 1 E-._ _ -�'' H: 20 SF TERRACE ! x.5.4 -. 15.Tv -° �� �w' � d �; 1,�, CANTILEVER LIVING SPACE: 73 SF -�-�-_ SANITARY LATERAL -- ----44 ___ 254.6 3.00' . X ,,,- o4 1,14 - `6.00' I ���€ = �PUE _ — SS — DECK Fr COVERED PORCH: 92 SF Ii �-- "- ,. �.- N j ' WATER METER I 1 STORM LATERAL �.` � SIDEWALK 0.i t � e : 44.-4,-44444 > C(Ss 1 ,` .,"44;--4.4-. '„,:444,'• 18.00' TOTAL COVERAGE: 882 SF P � If �,`~�`�.. �� ,�y ,�`��:�TRACT C�`��`, `�, ` ,��� __---I---- LOT 1 ,„ t, r� .. �. z,.. - SW ROCKY RAMBLE LANE w.., 1 Vr 64 1 % PLOT PLAN r a 1 j IMPERVIOUS AREA: 936 SF / � .,, VISION CLEARANCE TRIANGLE . �.;; '`�``S7 / V\ _ _.=_.. 4. 2 .,/ Ls k i-, - --- \ 4:\ \'444.' -`44., '----- 41111r --- o- 1-4.., ..,.. o +s a77-„, TRACT H �,�� °ss ,_ f / � � !- � 1 t 1vI - '� / ,� / �' �, -`-7y� b GAR iD 00 POLYGON NORTHWEST (503) 221 -1920 Approve_' y Planning O 2 S 1 W 6 PROJECT NO.: 395-029 Date: J Wi}}t. -- p�- l Co TYPE: CONSTRUCTION P 4 LOT 1 (R-25, ROW HOME) initials: CA-c..." SCALE 0 10 20 REVIEWED BY: PRE OD POLYGON AT WEST RIVER TERRACE 0 Q 17096 SW ROCKY RAMBLE LN , INCH=20 FEET Z 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 0 o o 0 IBM30j �BM6� __fBM6�___ _fBM3O� _ `RMI �- o- -a- cr+ll� 'M1 I _ ` II s—s —Ge--L- --n_ M� ` h- III __ " _"f Pig .II ®' I h- ��-® II Thi- -111360 RM11!c -v z__er it RM1 .m rn� ,;--:',„= rn In o o I IL y ' ` 1 sJ � ' _a. 4=,-_';=-.4H._-� o I IIS vII Loi LL LL o a I, o 4 0 0 o o oo 01r.:- U- al m m m m m md o c? II If - Ill" I 3 �I Cn m rn rn W to 1 1. _ __ - - - _IIS i( m II II m Li om a U. a 0 0 0 0 0 o c n 4 IT- 13-01-00 III I �I 12 0 1 0 II® • 4 �- . .� 2-1._15 l 1) I ILL u. u_ li LL tl L,_ 1-I1m Loi. 6 III a A - r nw 4 IlI II 6 III a m ;u . � III n ,13-C1-00 n II— I c F14 F14 , JIc n III 6 I S i F11 • I F11 I F05 �j{ t i F03 qfi —1 .._ I F11 II. I F11 o j F03 '1' F 1 m, , 1L9 r F,1 I F11 r `� I F11 I F11 'I F03 9� I 1 1 F03 I {q 3 F13 I� II''''''�fi F13 .1I Fn 0 I Ij F12 dII A ( "I—\ F12 !i F06 IJ �RM1 ! F12 `ll III II �j�' F03 -t qi NI 0 { 1 n III c° �J II I b F12 I {{ m F12 M T F12�1 f F04 0 R--R-41% RM1 :il 9 I F12 Q 11 —�I —_ IIP ED F12 \ F04 i-RM11 ©I ! e 1 N g 1 i N lI ii n F04 F12 21 m l F12 _ll I %� F12 eJ F12 Y � �� F03 IR i.1- JII LF�-- ..ill' /� F03 I re mF12 itKIII F12 Yli+ 111 il II�N �_ mF03h ��F,2 ///111 • . ---� IBM21 1� iBM21_'I F12 I � F11 01 I F03 •; r u u F„ RM10 F11 F11 4 F03 I. c�I 0 I m ^RM1 g . .:I I F02 m lIp `II F11 I A A F11 I I. I( F02 O 1® A �� - - ; F11 Y I. i Y F11 •I. = j b ° �� I F11 I z ^ F02 I A te I g f F11 I g �; F11 ' F11 I 1. F02 qui 9 JI I F11 I yo Ftt F02 j^ l — _ I }I+�I a RM1 hi i rRM1 -la et �� 111-03�0 -0300 BM24 S M11 RM1 F02 RM1 �r Mil cc ccRM1 l Ep� F01 A IRM1 I C >0 iRM11 �- 0 1- 1- 1- ® CONFORMS TO DESIGN CONCEPT a o rc v w 5 ❑ CONFORMS TO DESIGN CONCEPT WITH h 0 CO cc 0 A o REVISIONS AS SHOWN Z y u_ O ❑ NON-CONFORMING-REVISE AND RESUBMIT I- o N- o a THIS SHOP DP.AHIRI HAS BEEN RESIEtt�FOR GENERAL CGNFORMANCE _ ' _ Q CO Bo N Ai TH THE DESIGN CONCEPT ONLY AND EDOESDF NOT RELIEVE RALC THE io Bo eta FABRICATOR/VENDOR DF RESPONSIBILITY FGR.CONFORMANCE AITH THE DESIGN DPANINSS AND SPECIFICAL ALL OF OAICH HAVE PRIORITY ©CONFORMS TO DESIGN CONCEPT .. DEER THIS SHOP CRATING. CONFORMS TO DESIGN CONCEPT WITH Sy: Arnold R.Soloman Date:Dctt 21.& REVISIONS NOTED CT ENGINEERING INC ❑NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I i,l WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS SPECIFICATIONS.AND APPLICABLE CODES ALL OF WHICH HAVE PIotID Length Product Plies Net Qty PRIORITY OVER THIS SHOP DRAWING. JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 By David R Burnett Date 10/12/16__ RMI 37-00-00 1-3/4X20LVL 1 6 POLYGON RM1 15-00-00 1-3/4X20 LVL 1 2 MILBRANDT ARCHITECTS RM1 14-00-00 1-3/4 X20 LVL 1 2 BM23 14-00-00 1-3/4X20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-6(A)&K-6(A) LOTS 1-4 I ALL BEAMS AND CONNECTORS PER ENGINEER I '.? BK1 12-00-00 1-3/4 X 20 LVL 1 2 L t BK1 11-00-00 1-3/4 X 20 LVL 1 4 FLOOR LOADING: PaC� f umber PL16-399 UPPER BK1=BLOCKING ,. BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL40 LL & TRUSS COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 2 RM1 10-00-00 1-3/4 X 20 LVL 1 6 10/10/2016 . REFER TO STRUCTURAL PLAN FOR BM6 10-00-00 1-3/4 X 20 LVL 2 4 ADDITIONAL POST TRANSFER RM1 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 16 411111116. BM2 4-0D-00 1-3/4 X 20 LVL 1 4 ACCESSORIES I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. RM1 4-00-00 1-3/4 X 20 LVL 1 2 QTY I I'—'IP/i . _`'I BM24 4-00-00 1-3/4 X 20 LVL 2 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ill I� -1 RM1 3-00-00 13/4 X 20 LVL 1 4 O HIT420 68 SHEET 2 O F 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 18 4 RM1 1-00-00 1-314 X 20 LVL 1 4 1-3/4 x 20 LVL BLOCKING 48' DO NOT: Loosen,remove,cut or notch 0 HUC416 8 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. w :rte::;:n PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM'" I� i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. quality engineered wood products for today's bUIIC)BI" • , �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGlD LAM LVL RIGI DRI M" °'". - SOL,D CLOCK ALL �.-y.". vo9rs FROM neo. ,.,,-„,,,x,,, ,o ee,.Rl«c BELorv. company,which retains copyrights to,and ownership of the plans.Use of these plans by any other n.” 1'Lzr.0 sau.s«BLor.Ks "•- •. ,,III BER oE.�L a.,.rc« product Supplier other than Pacific Lumber company Is strictly prohibited.unauthorized use or \E/ ' ------- BE..m«T POST ABOVE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ROSEBURG �191!ooucrsPRODUCTS aeR® /. BELon TO eosr nBooE. penalties of up to 520,000 per work infringed,and$100000 per work infringed wilifuliu �IIlRFPI Joisr W"�,-'�'---r- IIII° Fr >a...... N CONTRACTOR NOTES: DES/6N NOTES: ..Tr-.row,-„,ter„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °"'"`"°"""`"`"°`"""° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLocKws PANE-5/11TH BEARING rvnunsove POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Hr.s. N.r.s. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEAR W ACLS TH/5/5 A PLACEMENT PLAN ONL Y. SLEEPING LIVE LOAD 32psf DVA DOD This layout is to be used in conjunction with 1 2p5f DEAD LOAD Architectural/Structural plans.Verity all 9-1/2 RFPI-20 e 15”O.G. 4-1/2 RFPI-20 0 16"O.G. 4-1/2 RFPI-20 0 15"O.G. shear wall blocking placement and connectors ROOF'LOADING: 9-1/2 RFPI-20 0 1 6"O.G. 1Purchaser responsible fora rovin this 25 sf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE I ayout prior to ny construction. g 1/psf DEAD LOAD Cl \ R1 R1 F fj II -y-._may__ R1 1 I R1 I ...R, 1 I I ' ll II ii .. 1 ; f I� J- 2, 1 , , , , 1 11 ! ! R 1 I! 11 II II ii i 1I - il II 1 II _ j L bJs I R1 I h ! 3 1, ILypppI, i ! - 1 - IA J: iD J)� B JII R1 MII ll 1d 11 .1 �1 �I I:10 I �� - `IY �T I I� 11 ! ii L 11 i IIf 11 ..__'_' I II I II li 1 11 II T, 1 Ii 1 II to 1 1 -II II I_.... -..1.. ®Iii Cl } HDZ1 .- J 1 h i •I i h .1!1 'I i .. R, T— I 1 _ ay n .I .11 .1h I! .. .� W R2 ! II II J 11 Il 1_Ti z2 " II I'I • E� l II I II ,11.:::1;k/--,_:-! II I I a0 B , °a mp�a it li II I I Iii a rD mz i' ' 1 rn3 I iQ Ini 11 I <— '1 f SII I 1 Cl 1 i 1 Rt !ir r e 'i2- II 11 ll iII !I R1 R11 11.E 11 E � �¢I it R' R, R,I ep j CONFORMS TO DESIGN CONCEPT • 11 if I I. II I 1 I, ❑ CONFORMS TO DESIGN CONCEPT WITH I, I I I 1 I i i I, REVISIONS AS SHOWN R2 ! I II ;! I� II !I _3III' .�- EZ NON-CONFORMING-REVISE AND RESUBMIT I1 l I II it l R2 �ii 1� I II I 'f I ,I /FIS SHOPDRAWING HAS BEEN FEV 21E PER GENERAL CNF7 FW.CE �P - l xORa 1 ! PITH THEDESIGN C NDEP'CN',AND 5 NOTRELIEVE'Hf ! 1 ,'Y II I- JBt I - _ .' I. EFnICA-]arYx1D'ANO=SAE FIISI IONSY LOACFNNF SH 116EERPTNJr.Y B �6 J1 1. 1 —.—• —• •—, . �a DESIGN DSA S AND SPECIFICATIONS L IRH H RAV 1 I i! IIB1 f r 1 _ •Itn 1 ° H� 1 I .�IOVERc�I SHOP DRAPING. 1 uz a� I Il II II i I By: Arnold a,Solomon z,2116 y8L ` 3 i!i ' ' Ij CT ENGINEERING INC I. Bfl I 11 11 1 II a Iph I1[1 7 i� •h-Ifi��a JB - -�� en. 3 --9P I�i an iD "1-ea O's, 1 1 a 1 i i• [ B f I 1 1 Bhl' �: Bi _R_3 1-§-: --�I- 11 I i I I • I 1 R2 I -I 1♦I R2"b JB ! Il ! I I � 11 I - � I !� T `/ • --.—L _ HaR9 .I� Il ! ® 2 _ —. +: `..... -BJ' _ f� I b iJLJ. HD I9 —I :-[: �- �� II R2 HGZ2_.1, ! R _ --• _- Rt _ 1 ___ — ._—_—..-_.., it i R1 11 1 --u -- '!I - I y ; I II ( " -2 - DESIGN CONCEPT II L $9:- .. - _Ilii —• n X❑CONFORMS TO II . I 11 B9 IS B5 I I s - -- 3 ..LI 1 CONFORMS O DESIGN CONCEPT WITH REVISIONS NOTED ' D (�I 52 NON-CONFORMING-REVISE&RESUBMIT 2 2 `/ THIS SHOP DRAMS,HAS BEEN.REVIEWED FOE GENEPR.CONEORSA,CE WITH DESIGN CONCEPT ONLY AND DOSS NOT RELEVE THE FABRICATOR'ENDOR OF RESPONSIBILITY FOR CONFORMANCE KITH DESIGN DRAWINGS.SPECIFI0"ATIONS.AND APPUCABLE CODES NI OF Y(HICH HAVE PRIORHT<OVER THIS SHOP BROWING. FLA 6-3 9 9(MAIN) LOTS 1-4 By David R Burnett_ _ Date 10/12/16 POLYGON ENGLISH REVIVAL4-FLEX E-6(A)K-6(A) MILBRANDT ARCHITECTS Mrk• Material Width Depth Grade aty Gut Lth Tot Lth R1 1.15 LVL Rim 1 3/4 9 1/2 1.5E 29 20 580 — — R2 05B Rim 1 9 1/2 6 16 96 IMPORTANT./ H1:491 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 REFERENCE INSTALLATION HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 140R3 Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 3 12 12 GUIDE FOR ALL FRAMING 61 RigidLam LL 1 / 9 1/2 1.5E 2 a a DETAILS AND I-JOIST INFORMATION 62 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 03 RigidLam LVL 1 3/4 9 1/2 1.5E 4 10 40 B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 B5 RlgidLemLVL 1 3/4 9 1/2 1.5E 2 10 20 MAIN FLOOR JOIST LAYOUT LEGEND: 136 BIG BEAM 3 1/2 9 1/2 2.1E 2 4 32 P�� umber 151 BIG BEAM 3 1/2 9 1/2 2.1E 10 14 252 SCALE:1/4"- 1'-0" a. GALLOUT Ba BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 139 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 ® -SUPPORTING POST 1151 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 90 3 210 & TRUSS ® J1 RFPI-20 1 3/4 9 1/2 6 10 10D COMPANY -POST LOAD ABOVE J2 RPM-20 1 3/4 9 1/2 8 0 54 R -RIMBOARD J3 RFPI-20 1 5/4 9 1/2 30 14 420 J4 KM-20 1 3/4 9 1/2 2 10 - 20 105155W ALLEN BLVD BEAVERTON,OREGON 9/005 (503)858-9553 LB -LVL BLOCKING J5 RFPI-20 1 5/4 9 1/2 2 16 32 J6 RFPI-20 1 3/4 9 1/2 14 28 392 PLAN: ENGLISH REVIVAL 4-PLEX E-b(A)K-6(A) LOTS 1-4 JB -JOIST BLOCKING J1 RFPI-20 1 3/4 9 1/2 18 26 469 CUSTOMER: POLYGON J -JOIST GALLOUT Ja RFPI-20 t 3/4 9 1/2 10 a ao J9 RFPI-20 1 3/4 9 1/2 4 12 as PLAN DATED: 1 0/5/1 b B -BEAM(FLUSH W/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: ICOM/L HENDERSON DATE: 10/10/16 H1 TH011950-or-ITT9.5 34 1580-BEAM BY OTHERS H2 HUG01 b 1/9 4 H3 Hu410 0 PL 1 6-399 (MAIN) SHEET: 1of 2