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Plans (94) ts"r )/ t7e yp 17 3 5 4 sw ,4- i e1i . I I / I I I I l I I I III LEGEND: SS SANITARY SEWER Pacific II —SD STORM DRAIN Community -- I I I -- — — — I Design 262 263.3 261.9 WATER LINE 12564 SW Main street — 264 1a , ® • MANHOLE Tigard,OR 97223 _ in_ iiii [TJ 503-941-9484 266 �" ��••�•.��� A1 - - - _. _ ■ CATCH BASIN —26s : I 0-' STREET LIGHT DATE: 8/11/2016 1 REVISIONS I I I -- I ^t =— 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — 30.27' I ; — — — 7 r z.. EROSION CONTROL STREET SECTION, SEE I I 42.66' i 1.1 I © CONSTRUCTION DOCUMENTS RI III11 I tI i I 1 1 U I I ' 1 1 _ SETBACK SUMMARY L? 11 FRONT SETBACK: 12' --- _ 0 I SIDE SETBACK: 5' I I I 11.,---f-J,„1,,,tk:-_,,-- 1I STREETSIDESETBACK: 0'IAl I'. ^I] I REAR SETBACK: 5' I I � I� IBUILDING34132AR 4,439 SF I ;I�1' I PORCH SETBACK: 8' _ : . I �+ 98 o 01 GARAGE SETBACK: 20' E I I Io I FF= 278.1 I �I a I BFF = 269.1 t I ;, `o' I _ I j rel 2 �� I 1 I MB 72 iIMI -- jijj'1 — GARAGE 1111111111 11111 LOT COVERAGE: 2761 II11111I`I„ ME Alii O I L ' 278 ElI ti I �_ I I I I_ II LOT AREA: 4,439 SF I — __ --- --- I - RIVER W II I I - FL ---_� , N I I PUE PORCH .: I — —I J i BUILDING FOOTPRINT: 1,469 SF TERRACE 3 20.01' I — _1 — L_- T3 — — 13.72'- 13.03' — COVERED PORCH: 88 SF , iw — — - — — —- NORTHWEST as O /�� _ \_ Aigia ,�� .. -"mak; CANTILEVER LIVING SPACE: 0 SF riredrAJ o r rd 277.4 ,1'��' • M =¢ I iiL�% ��, ��1 COVERED PATIO: 0 SF �: ', �'� Fri;%1�i� . /?w� I�r"t,5.3 �. : �; N °► 'gi�sg1•Mailar s fe— SIDEWALK \ DECK AREA: 208 SF o WATER METER __...1 LOT 97 ® � PLANT (2) STREET_•� '.�� °° 3' ROOT PATH --- TOTAL COVERAGE: 1,765 SF PLOT PLAN CVLL _ TREE: r CAL. - --r IS Si -' - �S KATSURA TREE/ OS STORM LATERAL s B 28.00' CERCIDIPHYLLUM 39.8 % _ `O / IMPERVIOUS AREA: 2 248 SF JAPONICA ^ I �, , o IF SS /, \ 1 \N__ 1 //;\,\ 1 - \ „ova o j W SANITARY LATERAL Er_ :1111411INIMIPOMM._ 1 SW AMELIA STREET Ici atm il . _.�N `��.,//. y'�r//.-'1I'i� �1�, - - r a) .3 CITY r' -: TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 A p p r ov; Planning annIn g PROJECT NO.: 395-0372S1W6 TYPE: CONSTRUCTION/ Date: I0/ f / ' 01 SCALE REVIEWED BY: PRE LOT 97 (R-7, MEDIUM) Initials: on e 10 20 co _ RIVER TERRACE NORTHWEST Z 17396 SW AMELIA STREET , INCH=20 FEET POLYGON 14" OPEN WEB JOIST @ 19.2"O.C. 3413.2 A(BASEMENT WITH JOISTS) ---.7--- PL15-401 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING 0 o Products Q PIotID Length Product Plies Net Qty s START FRAMING HERE > 9-08-00 41q- 42-00-00 1"x 14"APA Rim Board 1 1 IRM1l RM1 34-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT o—�a=v—�—d =d—®—o a- ,• - v�m_®°_m� RM1 22-00-00 1"x 14"APA Rim Board 1 1 L� 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT WITH �'�'�' HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON CONFORMING-REVISE AND RESUBMIT ' BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - . . BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date:December 4,2015 D> 8 r N N N N +N N N N N N' CT ENGINEERING INC '`n N 8 O o 0 0 'u_ O o o u u_ o BM16 13-00 00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL io " "� ,� LL C°� LL LL LL LL BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 oNM,o���"�N�P. ® BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ ,o oEo�N� P*wTM BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 7 X 18 BIG BEAM 1 1 -R/w s I o- s eBM3 21-00-00 BBO1 1 1 MIIBRANDi ARCHITECTS f A 0 _ 14 g-00 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 I 11-05'3 K1 1" ,I PMm r_ L,..__IIIIMI ° L. 14-00--00 r r = O \ 3 1-(1)/.110 — - -- -.� _. _.,y_ _y_ 1,,, ACCESSORIES QTY _ RM1 11 ® TH017140-2 44 1 N I II H ® HUCQ1.81/11 5 m1 H IHV, �. ce HVAC RUN 1x14OSB RIM FOR SHEAR BLOCKING 25' 2 2 11 cc 03 1 I Il FLOOR LOADING; 1 BKS=BLOCKING 40 LL 11- 1 '. 00 O ® O O O Q,, RM1=RIM BOARD II II LL 8 M m L LL Dl a 2 LL a W �RM1i 11 1 0 0 0 DLLO LL' 15 DL nll ILLI LLI LL L REFER TO POST TRANSFER BLOCKINGTRUCTURAL PLAN FOR i' im 11 - AND SHEAR BLOCKING REQUIREMENTS. F=� II II SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. _ - 1BN2L._ FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I -- ---Tr-B r..--er m =o; =4 BK - S.. _ ems IBM61 i R 10-D9-10 ) 11 13-0^-4 11 Am_� a�_s_�_�eL = ',34):_14 _d_ 36 _I M16L �BM6� RM1 BM3 IL O iG 6-08-00 o f p... ..=—.. ”—•-•"7,77. ..—.—. ."_,..—••• ( 4 �- 4 Pacrb umber IL START FRAMING HERE > _ & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. # I JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 3 OF 3 PACIFIC LUMBER COPYRIGHT2014 ROSEBURG FRAMING SYSTEM' " `"`"'° ,I' ' quality engineered wood products for today's builder'^ .» i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. �.�«p souv LSOIASu Theplans maynot be re-used or copied,in whole or art,without writtenpermission from Pacific Lumber w+'"""°` rosrsFRohnewE P P RIGI�LAM�LVL RIGI�RIM" ""` u1p .o sE.R�rw ee�on. Gom an which retains copyrights to,and ownership of the plans.Use of these plans b an other �� fi"•'w"'.�' , ' uisrnu wunsHe�occs P g, P p p y y ,I� ' �rt-w�. __.__ 4 III PeR�e_,e.__ product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or Rg3F8VR9 FOREST PRODVCIS ROSEBURG fpPES1'pFpp/Cfs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �i `� / BELowro POsrneovE. penalties of up to$20,000 per work infringed,and$100,000 per work Infringed wllifullu. III4 '+ RFPFJOIST =7, ri- +_"+»,:. CONTRACTOR NOTES: 0E5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .e.�.+�n,+,mgr..ten,,.-.. '""""0 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REF.BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 2)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA WEB. WEB. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEP/N6 AREAS: THIS l5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 0 15"0.O. 9-1/2 RFPI-20 0 15'.O.G. Architectural/Structural plans.Verify all STARTI shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING i START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING ayout prior to any construction. 11 psf DEAD LOAD HERE \ PATIO I PATIO HERE 1 --• n —r RI JI I I — — . Ir 1 I ® CONFORMS TO DESIGN CONCEPT 11 iI ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN _ -. ' 11111 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 .A1 _1 J1 Ji J 1 J1 J1 J1 .-1 1 1 J 1 J 1 J 1 I9.1 1 j WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I j DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. lI ��J2 z J2 2 2 J z J2 Q R1 R1 By: Arnold R. Solomon Date: December 4, 2015 PIPO CT ENGINEERING INC I 11 inpites. ' usworvuni s RESUBMIT e_ �u, arms MISERANDT ARCHITECTS i. . II Is 1 ll 1 L I zi .B2 ..ii !_. .JBi ._.. 1 I I /MPORTAN77 PORCH REFERENCE INSTALLATION I I PORCH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Floor) No �POLYGON Pacifi umber a_HANGER GALLOUT Mrk• Material ri(dDepth Depth Grade Qty Gut Lth Tot Lth ® -SUPPORTING POST J1 RFPI-20 1 3/4 q 1/2 15 24 360 J2 RFPI-20 1 3/4 9 1/2 9 34 306 BASEMENT FLOOR JOIST LAYOUT & TRUSS ': COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 9/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0" R -RIMBOARD J4 RFPI-20 1 3/4 q 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 LB -LVL BLOCKING - J5 RFPI-20 1 3/4 9 1/2 1 4 4 .15 -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:3413.2 ABP BASEMENT PNITH JOISTS R1 05B Rim 1 q 1/2 5 1 6 80 CUSTOMER: POLYGON J -JOIST GALLOUT JB1 BLKG RFPI-20 1 9/4 9 1/2 26 3 -Is PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) JB2 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 26 3 75 NOR -HEADER(BEAM BELOW JOIST) DESIGNER: KAKI L.NENDER50N DATE: 11/21/15 Accessories BASEMENT 550-BEAM BY OTHERS H1 I THO 17 4 50-or-ITTq.S 4 PL 1 5-403 SHEET: 1 of 3 FLOOR PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered wood products for today's builder" The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber RI GI D LAM LV L RI GI DRI M" ' ° `�`^- /II I� �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ��,,b",H"n.,, Posrs FRo,n neove /,« ne esnaiue ss�ow. oW,� � � ",�ww�. ,I PEe oErn�� e.rn,o« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or R03EBUAe(OA83r PRODUCTS IPOSEBIAt6 FOREST PRODUCES \E/ ' --------- -.. ,,,,,,,,I. II;! eeLosro Enouecoc«s copyingnaoff up to$20,0000.infringes per worts under the and 5100,Act.Infringes face ed liabilities that. Include penalties of up per work infringed, $100,000 per work infringed willfully. -� III eE�onroPoer.eo�ERFPI JolsT /►� ; ��II ROSEWRCPOR£e7PAODUCiS .dn....'' \ CONTRACTOR NOTES: PES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ��., 6 Pon,,. '" ' MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR Poom.d.Mti,mti. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD SCALE: 1/4"= 1'-0" RFPI BLOCK1Nb PANELS NTH BEARNG NALL ABOVE ROST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Nrs. HIS. (UNLESS NOTED OTHERWISE) OF L/480 4)U5E CAUTION WHEN GUTTING FLOOR LOAD(N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS START START SLEEP/N6 AREAS: FRAMING FRAMING THIS IS to beUsMENTPLANONLY. 30psfLIVELOAD HERE �� This layout is to be used in con junction with 12psf DEAD LOAD (DOUBLE)1 1-1/5 RFPI-20 5 1 P.2"O.G. (DOUBLE) 1 1-1/8 RFPI-20 5 1 1.2"0.0. �� HERE shearArchitwaturocking place)plana.verify all wall blocking placement and connectors ROOPLOAD/N6: 1 2" ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII v Purchaser responsible for approving this 25psf LIVE LOAD B4 y prior t0 any construction. 1 p f DEAD LOAD Ir T w _ i. �I,p 1 n w I f i--- _ ;.- i---'— +f 1 n sou r n c 1 s I JJ II 1 I I 1 I j11 1 it 1 i 1; I 11 i. 1 1 I�� 1 1 11 I , I I i1 Z CONFORMS TO DESIGN CONCEPT 1, 111 �l i; I 11 I I 11 ri ❑ CONFORMS TO DESIGN CONCEPT WITH II II 11 1, j 1 li 1 REVISIONS AS SHOWN $ 1'I$ I 'I ,J ❑ NON-CONFORMING-REVISE AND RESUBMIT 23 :: 4 J3 Jii ..$ J3 II ,i. J3 �g J J_ iu .5 .4 .4 5 i .3 J� J3 '3 JS 4JB .. :: 13 .,-3 J: p.3 J$ '3 3 J3 ''3 J3 .1= THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE E R 1 ' 1 I I1 11 �- 1 R.1 FABRICATOR!VENDORWITH THE DESIGN OOFERESPONSIBILITY PT ONLY AND EFOR S OCONFORMANCE T RELIEVE HWITH THE II I i 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 'II 1 1 .1 I II P 1 OVER THIS SHOP DRAWING. 11; ii 1 111 Ill I By: Arnold R. Solomon Date: December 4, 2015 jl I 1 CT ENGINEERING INC 1 H 11 • ' 11I�r i 1 I l ,I 1 I f _J. IL...- ...L_AL -- ., ,:,.. _..AL .911- JL4.._ --, i JI!-._.f -$� .l,- I_ if '"''`' -- .. y� yy s -- - .L. .L6.- L.. --...a. - .�.,. ..L. it CONFORMS to oescxm.,c n. 1 r ....-r ---:r r i _.7- yr i I IF 1 -_ -I i 3. �& .#_.` _. -y 4 4 ,4f'.---.#;fr 1 1n11 T ifr ...1- T Ir__.yr -s .:i r .1 _.. -.. ❑nEn o�sro ios�on conarrw„H lf 15 J5 J 5 -+5 JS J3 _15 .15 - `Rt'' �1RTT1 -i R1 J5 -5 -5 -5 J5 -5 ..6 ..7 J5 J6 _' 1 I, �1FY'1 --' II R1 Ri ., 1 II MILBReANDT ARCHITECTS - e 11 '�l1 55 J J j 41 R1 R1 R1 RI J1 1 '1 J3 I I J —I— _..-_-I�3 R1 R1 1 11 il RA ?B 113 1 bitl' 11 J1 J1 'I 1 1i ..11 .j11 I J2 _2 J JO J2 J .f2 �Lf3u � _n 11811 h 1 I I I I I I I 11 1 I 1 1-01,4 - Ia U --1 PORCH PORCH IMPORTANT/ I I REFERENCE INSTALLATION —1 1-1/5 RFPI-20 5 11.210.0.-1 I—1 1-1/5 RFPI-20 0 1 1.2"O.G.— GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-403(MAIN) - LEGEND: POLYGON 3413.2 ABO BASEMENT WITH JOISTS �� Mrk• Material Width Depth Grade sty Gut Lth Tot Lth Filler blocking is not structurally required provided both ( H ._-HANGER CALLOUT J1 RFPI-20 3/4 , t 7/8 3 b 15 I-Joists are continuously laterally supported by paciu ,'.. ����� LJ J2 RFPI-20 3/4 1 7/a 6 14 84 connection to the sheathin at the to flange.I ® -SUPPORTING POST J3 RFPI-20 3/4 1 7/8 44 20 880 9 p g J4 RFPI-20 3/4 1 7/8 4 2 avaddition,the joint in the sheathing shall be positioned & TRUSS COMPANY e -P05T LOAD ABOVE Js RFPI-20 3/4 t s 13 4 52 over the center of one of the two top flanges to assure ':s R 1 OSB Rim 1 7/8 C 1 6 144 shear transfer between sheathing panels. - R -RIMBOARP B1 BIG BEAM 5 1/2 I 7/8 2.1E 6 6 62 BIG BEAM s to t 7/5 2.1E 16 16 -� 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING B5 BIG BEAM 5 1/2 1 7/8 2.1E 14 14PLAN DESCRIPTION/NUMBER:34 1 3.2 ABD BASEMENT WITH JOISTS JB -JOIST BLOGKING 54 Rsw��e IgIQLam LVL 1 3/4 t 7/8 1.5E 20 20 - 11° z-116 2-5/16- z"r '"1Y 55 RI91QLamLVL 1 3/4 1 1/8 1.5E 14 14 R-n�.m" xu� m� M�� m.. m„ H,.. min n.. Mie ,� CUSTOMER: POLYGON wn J -JOIST CALLOUT 136 RigidLam LVL 1 3/4 1 7/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER GONSTRUGTION z ,a z ,e r z° z z° z u PLAN DATED: 11/25/15 JB 1 BLKG 1.15 LVL 1 3/4 1 7/8 1.5E 28 3 54 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 11/21/15 51 MIT41188 21 BBO-BEAM BY OTHERS 52 MIT 1 1.68-or-1771 1 55 26 PI_ 1 5—4 O 3 MAIN SHEET:2 of 3 o 13 W 1) F-- > rn z , pRos ra. w w -o, r' o N pD > 1G) N n Xm m p 40'-2" mt 1 1 r11'61!? 0 o 41) N D1 Cl Et)20 Z a )j cri mz01 H , C2 0 co 7( ID2 t c wm 75 II gz )c3 (2) P \D3 (4) 1C4 (3) ` "I _D m < < v' co co c m ;- Q- o o 0 � 0 - CA Z Z 2 • of w ^.' 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C I 42'-0" N tn Mil P tin 61-0" F-01 41'-06 0 491-0" C) XD CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT 3 C) ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH rs 3 o REVISIONS NOTED REVISIONS AS SHOWN 41 ❑ NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING- REVISE AND RESUBMIT Cril y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE P WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z N FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR(VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE co PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By_ Alexia Fukui Date 8/12/15 OVFR THTR SHOP ORAWTNA MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC