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Plans (74) a,s`a-S / 7 -6(;)// 1 /317�! �` II 7 LEGEND: SANITARY SEWER Pacific SW ROY ROGERS ROAD Community —SD STORM DRAIN Design PLANT STREET TREES: FUTURE CURB AND GUTTER TYP. i �' WATER LINE , 2" CAL. KATSURA TREE/ ' � 12Tig SW Main Street23 �✓ MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM [T]503-941-9484 JAPONICA, TYP. SIDEWALK CATCH BASIN _ - DATE. 12/07/2016 //- _ — 7.50' '� STREET LIGHT REVISIONS 10.00' pUE STRAW WATTLE PERIMETER No. DATE DESCRIPTION t LANDSCAPE TRACT- t� t — EROSION CONTROL - - r - - - --, - � - ON STREET SECTION,�/ � I i ;fi 8.27 �� ;' © CONSTRUCTION DOCUMENTS 299.4 12.50' 298.5 // N o _ _ - - -_ -246 - - - - - - SETBACK SUMMARY .— — i_r it - V - '" �1 I ;� -4r __ FRONT SETBACK: 12' "i__ i/ I I I � ,'B I_ 1 11 1 :I I l ,1 ,= REAR SETBACK: 10' I I I 1I BUILDING: p 1I I COVERED PATIO: 5' 4 4PLEX-K7B I SIDE SETBACKI 0' I_ -) i UFF=304.5 - GARAGE SETBACK: 20' E I I ! I,GFF=295.5 N 1 PORCH SETBACK: 8 O _ I 1 6 e , - _ t1 N. 164 j I I I�, III I I ! * FIRE CODE SIDE SETBACK: 3' 0 161 SRA 162 163 ; 1,066 SF I 165 RACTID 16 167 ES I 0.00' 0.00'_, 11 N l FRONT I / I O 1 ii GARAGE ' 1 1 . o / 11 ! � $ LOT COVERAGE. _ _ _ _ �r _ _ - 1 6 _ __ _—_� ---�L� --- 1 I I L 6.00'LI1 -L I _r 11 `� I r _L —_I F I— f I I — °°iii —PUE �' I o L ❑J 11 I —I LOT AREA: 1,066 SF O 40406_- - 20.00' _� 1 RIVER N _ — — — — — — — — — — — - — — — — — — — BUILDING FOOTPRINT: 572 SF - - — -_ ,--- 1 -- 7 TERRACE - — ,� ILWAIII v, NORTHWEST TjIr: CANTILEVER LIVING SPACE: 67 SF co o '„ wj >� ,,, In �, ,---,/ COVERED PATIO: 0 SF c SIDEWALKE , ' �, ' _.' IN _J • M 1 DECK AREA: 72 SF F. LWATER METER cis s - OS as • as OS LOT 164 CN TOTAL COVERAGE: 726 SF SW AUBERGINE TERRACE O 32.00' PLOT PLAN NI— PLANT (1) STREET 68.1 % o -55---- 4�, SS', qe SS S v- TREE: 2" CAL IMPERVIOUS AREA: 892 SF -41 � 1111, SKYCOLE HONEYLOCUST/ 1 a"5 Allal' _ GLEDITSIA TRIACANTHOS INERMIS L,..._� 0_ M_ , ci SANITARY LATER�AL � � - 11, — _�' • CITY OF TIGARD_ _ [ f - - °' Approved by PI n pnpin ing RIVER TERRACE NORTHWEST (503) 221 -1920 Date: "// / PROJECT NO.: 395-037 p, // /4 TYPE: CONSTRUCTION Initials: / 9 - SCALE REVIEWED BY: PRE LOT 164 (R-12, ROW HOME) o0 20 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET 13174 SW AUBERGINE TERRACE z SSS i 7o/ 7 -COP' PP+ g y `aNAimAF= e .®aS lrrc . xnafl Sa. S... LEGEND: - ss SANITARY SEWER Pacific SW ROY ROGERS ROAD Community SD STORM DRAIN Design PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. WATER LINE 12564 SW Main Street 2" CAL. KATSURA TREE/ MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM SIDEWALK r [T]503-941-9484 JAPONICA, TYP. CATCH BASIN /",--- a_ ,_:\ t— —_ 7.50' - `---- STREET LIGHT DATE: 12/07/2016 __- A f 10.00' 1 . i `--�:] PUE , Y°._... moo 1 REVISIONS _ \ STRAW WATTLE PERIMETERNO. DATE DESCRIPTION LANDSCAPE TRACT- �. EROSION CONTROL _ - - STREET SECTION, EE 1 8.27 / i II 0 11 CONSTRUCTION DOCUMENTS ''. / � �� �� 299.4 12.50' 298.5 /' 1 OZsminor __ . _ �a T 15.3' _ t .� - o Os — _ — �� SETBACKMMA 'SUMMARY __T___1� _ t__ =- 7 ..,,,, _I I 12111611, ___.4 j___ � FRONT SETBACK: 12 I I II I I I REAR SETBACK: 10 r BUILDING: i $1 I o I? COVERED PATIO: 5' I' II 4PLEX K7B_ I �; 1 SIDE SETBACK:* 0', / N 4 -- ! 'UFF=304.5 >� L-� • -� - - GARAGE SETBACK: 20 y I I 1 I GFF=295.5 —I I til / PORCH SETBACK: 8' I, 1;�, 164 Ij I jI I I j / * FIRE CODE SIDE SETBACK: 3' 0 161 TRA: C 162 1163 , 1,066 SF I 65 URACT D II 16f1 167 or I I 0.00'--►1-�— �; 0.00'_, I •I I I I Ol E if i FRONT • o ( - r j GARAGE I 14o ; I � ,j I I r -� • , T - LOT COVERAGE: --'�L I I 'IIS L 6.00' I 1 -- II I I2-1 l— — I I L — ° PUE I °J 1 — —1 ° L° - °i i�I 1 I 1 —1 — — LOT AREA: 1,066 SF —4 i‘__ 20.00' 1111441661 1 RIVER u'i — - _ - I - - - BUILDING FOOTPRINT: 572 SF N �� - - - - - -�- - TERRACE ,..., 1111 \ = COVERED PORCH: 15 SF NORTHWEST 4 mmaimprman wireEkwm „,:,.. 111111111111111111 (F-5. 111111111111OPMF1111151111 295.6 294.7 111111111111110111 CANTILEVER LIVING SPACE: 67 SF • � �� ii M COVERED PATIO: 0 SF 11111 SIDEWALKIN" ,n' m lip VA i ' - �._- „ DECK AREA: 72 SF Ili,-0. -. . s as as , WATER METER =I. LOT 164 OSS I TOTAL COVERAGE: 726 SF PLOT PLAN SW AUBERGINE TERRACE O 32.00' 2 2 / lik. 1 PLANT (1) STREET - 68.1 % a ,. Ss---- SS SS ,� `S v TREE: 2" CAL. N N N \ `N' SKYCOLE HONEYLOCUST/ IMPERVIOUS AREA: 892 SF o : � GLEDITSIA TRIACANTHOS INERMIS _ . O_ 0 / AlliEllSANITARY LATERAL J �� r � �_ , - CITY OF TIGARD 1 Approved by PIa Hing 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: ,/o j 3 Q C PROJECT NO.: 395-037 P 281 W6 ¢ �p C `^ TYPE: CONSTRUCTION % Initials: Z---C REVIEWED BY: PRE DO LOT 164 (R-12, ROW HOME) 10 20 RIVER TERRACE NORTHWEST 'p 1 INCH=20 FEET Z 13174 SW AUBERGINE TERRACE ( FA I IO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN GONG.57EP5 GONG.STEPS CONC.STEPS CONC.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING 1=11 'MI SIM MIN FOR PLUMBING _ _ c - - - - 5)PROVIDE PROPER SUPPORT AT ALL .I:.at��ll Ilu�i. :uii�i ��II II�isIF�==mss rtT�.0�ll111111 110 II?i0 , i�iii3ii�iii �I�,� SHEARWALLS 11 1 i1 THIS 15 A PLACEMENT PLAN 1 IL ...1.7.7.7.11 IlIN „ I-- 11 11 jj -I shear wall blocking placement and connectors 'urchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL OE5/6N NOTES: THIS FLOOR SYSTEM PEAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA (***DECK CONDITION*** ® CONFORMS TO DESIGN CONCEPT OFL/480 ❑ CONFORMS TO DESIGN CONCEPT WITH FLOORLOAO/N6: REVISIONS AS SHOWN 4Opsf LIVE LOAD 1 2p5f DEAD LOAD 9-1/2 RFPI-20 6 1 6"O.G. 9-1/2 RFPI-20 6 1 6"O.G. 9-1/2 RPPI-20 6 1 6"O.G. • 9-1/2 RFPI-20 8 1 6°O.G. 111NON-CONFORMING REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE /STTART FRAMING HERE THIS SHOP ORATING HAS BEEN REVIEWED FOR GENERAL CONFDRIANCE SLEEP/N6AREA5: Si30psf LIVE 1 2psf DEAD / 1 ( R1-- -- DVERGTHISASHOPSDRAWINGECIFICATIONS ALL OF NHICH HAVE PRIORI Y ROOFLOAD/N6DD START FRAMING HERE ONLY AND DOES NOT RELIEVE THE D N R CDNF RBAN E WITH THE -7---7=T---------l -r-' 7_?.--.1— y--' 4----1---11---'----7- 1-. z '1 -'_•3--' ---7---1--14--t--7-1-1.---,.1---1-1----"'" r—� 125psf LIVE LOAD �I i1 By: Arnold R.S010EBn Date;July 18,2016 it , I i r I ! 1 TpSf DEAD LOAD R, -� �� I I • �� �� li 11 � I ® R, CT ENGINEERING INC I Ili II II 1 II II I j -�_ I CONFORMS TO DESIGN CONCEPT A — te I I 1j I II II • 1 1 .jl b d- - - ' R1 CONFORMS TO DESIGN CONCEPT WITH g J -.1` 9L I Rt �j? ! 4 •IB ' 13 B 0 * .B I it 1 -IB ,d - ❑ .�: ! , , ', • I III ' REVISIONS NOTED �°e"`"°4 `a•=ar. ."-, I 1 ! .j II I II -I _III _I -' �--- 0NON-CONFORMING-REVISE&RESUBMIT "`w""°"""`_`� 1I _I h • Baa I i, li I j I 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • " . I WITH DESIGN CONCEPT ONLY AND DOES NOT PEIJEVE THE Rt ! '1 Il 1 l - �I _ -.-- ,II R 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WRH DESIGN il E. I ( d 1-, --p--.: '_ _ � p -- -- -_ Z••-- r-a y{—�_ DRAWIIJGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE II R1 HD 1 T IIII II �� fi TM �' I i PRIORITY OVER THIS SHOP DRAWING. �i I --__II A II Q� � J �( — -- --- By David R Burnett Date 7/20/16_ `/' ®W ,. I I —_ ): ii 7 .,,HJIB -1 1 J J1 yi •T n i .ih i �l Hi- - R1 r �` 8 4 m� R2 11 I I 1 II I 1 11 l i i I � 2 ARCHITECTS ��II II a:: /moi ���a I _ IU, I ' ,lf =fir m 3 = h N z I II it I I ®4 I < "-�k pa � " w S Q 111, '.. I xi I j 41 Rt 1! it Rt i rn to t-8 .rt..iw.nt. (_ Il i .I R1 iil 1 I x1 Rt I II R I - I �B +� •k r i I Ri I ii I 41 I I SE RPPI BLOCKING PANELS/YRH BEARING/VALE ABOVE l ( I II I i N.T.S. 1 I I I� I RD i 1 I II R2 I I tI I III 1• ii I1R2 I1 II I • I0— I__e i J • lEl e' ,I' ' SOLO BLOOM ALL�B N 7 .1 ' -16 9 I H 9 I HLR9 1 1 IN ._ J� .�1..� I �CIMMORTAL Id.HAMM II 1 II I ,' =/ ` i, DELo ,oPOST ABOVE �� I �r d 1 Iy I j 1 �II� H R ,1 3 4 J .3 alt 91 ,IFSi a1 ,3 ♦f k J t91+ ../ I 5 -a -m P , 'h �� �� b hl' IH , B $h 1 f IAS #T �, ® �r I I an of, ' I I z { .3 R2 I R2 � 1 I .. ._ �S - I I I — ,I� I R2•5 1 I ; 1 ! - P POST LOAD TRANSFER DETAIL LLQ ITL �:yg._. 1 — ' `_ i 1aH -tt-H9.11,4-,..,,_ -q, �. 411'eto ii` nrs. - 610 ---.*:;-•_ 2 Rt , I- R T. I i H"i=2 i - wt -_- .-_,: i-- .ala,. -t_: • I'R2 )D' E(El_ LI IMPORTANT./ I .....FOLLOWING MATERIAL LIST COVERS EITHER CONDEMN*. I PL 16-319(MAIN) (LOn:162-16E) REFERENCE INSTALLATION POLv60N AMERICAN MODERN4-FLEX E-1(B)3-m9) GUIDE FOR ALL FRAMING Mrka Materiel Width Depth Prole Gty Gut LN Tot Lth DETAILS AND I-JOIST INFORMATION d MI 1.15 LVL RIO 1 912 1/2 1.50 29 16 550 IM B5 BRimEA 9 1/ 5 BO 19R1 BS BEAM 5 1/2 11 1/D 4 14 64 2...cede 51.24P-V4 9 1/2 10 1/2 Pk,.2400 2 14 23 IORS Cascade B.L 24E-V4 5 1/2 10 1/2 Eb-2400 6 12 12 LEGEND: 52 RigdLamLVL 1 3/4 1/2 ,.5E 2 4 D B2 RlgdLemLVL 1 3/9 1/3 1.5E 4 2 8 Pacifk ..umber B5 515 BEAM 1/a 1/2 ,.5E 4 6 12 MAIN FLOOR JOIST LAYOUT Ba ab BEAM 5 1/2 1/2 2.,E , 2 6 HO—-HANGER GALLOVT 85 RIgIOLem LVL 1 3/4 1/2 1sE 2 2 �a 56 BIb BEAM 3 1/2 1/2 2.1E 24 SCALE: 1/4"-1'-O" ® -SUPPORTING POST B1 BIS BEAM 3 1/2 1/2 2-1E 10 +4 252 B5 BE,BEAM 3 1/2 1/2 2.1E 2 16 32 & TRUSS COMPANY ® B9 BIS BEAM ,/2 1/2 2.1E 2 12 iitis -POST LOAD ABOVE 0 RICE,1 5 L 5 3/4 ,2 1.5E 8 ;6 ROSEBURG FRAMING SYSTEM'" .Ht ELKS t.15 LVL 3/4 1/2 1.5E 94 5 282 R - B �1 121`79-20I-2o 5/4 v2 6 1B 105 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 J2 RPPB I-2o 3/4 1/2 5 64 quality engineered Wood products latodav LV �!wilder- LB -LVL BLOCKING - RrPI-20 3/4 +/2 50 14 420 PACIFIC LUMBER COPYRIGHT cGIB PLAN: AMERICAN MODERN 4-PLEX E-1(B)K-1(B) JB =JOISTBLOGKING .Is RPri-.o s/4 1/2 a is ba RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J6 RPPI-20 5/4 ,, 12 16 556 These plans and the designs are copyrighted under Federal Law by pacific Lumber Company 20 la, J =JOIST GALLOUT 'RPPI-2o 3/4 1/2 1 B 26 460 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROSEBURG FOREST FNODUDTS ROSESUlG H7NBTPNODISeiS PLAN DATED: 1/1 5/16 Je WPI-20 5/4 1/2 +0 a 40 Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other 5 -BEAM(FLUSH w/JOIST) J9 RPPI-20 5/4 1/2 4 12 , 4b product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L.NENDER50N DATE: 7/1 4/1 6 HDR =HEADER(BEAM BELOW JOIST) A44.a.erte. RFPI•JOIST H1 Seo 1 r 95o-or-rrr9s 5B penalties of up to 820,000 per work infringed,and$100.000 per work Infringed willfully 550=BEAM BY OTHERS Hs 2)418 1/9 a RGtS ae.o 310PESn FR�BCl5 1.1/4 10 16-3 1 q (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ® CONFORMS TO DESIGN CONCEPT START FRAMING HERE ) <START FRAMING HERE i . START FRAMING HERE <START FRAMING HERE ❑ CONFORMS TO DESIGN CONCEPT WITH O O p REVISIONS AS SHOWN IBM30J _--JBM6I _ JBM6� IBM3o� ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 RM1 II — z-� 'I RM1 Mr' a BFC z -II IRM1} RM111-- - K1 - ;171 ITHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -11M M [;;I:flM M M M_ I -'.- -Q-_.II_ _ ==a_ ._ I - -i _A_ A =0-4t-�.-_-.„ -'.- '. JI M__ - _ .Q , - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o T o 00ol ill o 0 0 0o 11 o - �II o FABRICATOR/VENDOR OF RESPONSIBILITY FDA CONFORMIANCE WITH THE o Icriiiiiiii, - 0 00 opo0oIlv vII o 0 0 0 o II o o_ 0 2 4I uiLL LL LL LL LL II S2 il LL LL LL LL LL 11® co �1 4o DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i7,1? I 4 ;LL u. 2-10-15 Ilm m�l 12-D-15® li" LL4 _ _ Ilm 4 OVER THIS SHOP DRAWING. 3 A m a P' 1 o b m f J } a 1 iol l 341 I11 v F14 F14 I` By: Arnold A.Solomon Date:July 18,2016 �I'I Fos 4 o 1 CT ENGINEERING INC I'YI F03 $ ' F11 Flt $ , F03 0 'Y F11 F11 ah 4 I]X CONFORMS TO DESIGN CONCEPT F03 m Eli Ill m ` q ' Ji-- la CONFORMS TO DESIGN CONCEPT WITH r4 I Il 4 F11 F114 01 L'jREVISIONS NOTED I FSS ! I _ 0 NON-CONFORMING-REVISE&RESUBMIT — II F13 F13 II I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F06lhaih..„I A II, _•II O \ o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE it F12 F12 III -I I _ F03 II \ Ib III i t DRAWINGS. NDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN moll - /'` ('�\� SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 E04 II F12 ILII C) (lJl E12 VIII 4 .----4 R1 PRIORITY OVER THIS SHOP DRAWING. I� O j _ F121\CCCYYY 1 I GGGG F12 III p 3 By David R Burnett Date 7/20/16 IRM1 II F04 •IE IIP •M .11 E 11 RM1I MILBRANDT ARCHITECTS i F04 N Ilo 4 F12 �, F12 4 i� /1 I 1 ! i m 1 O F12 F12 �j�d) ._f: 1 F03 ����}} I — _,F03 7�� U LA II F12 Y g g y F12 IU I I I F03 I' m 111 F12 n F12 in ix 03 I I'" P F12 ® ° W F12 °Ili F03 I I 0 IBM2�_llt 1 0 4 �BM2I o FD3 Li F11 q4 o Ill U ro( a 1' tsr IRM1 F02 F11 F11 RM11 N A 1 ` ' ��"�cc , Q O 1W VI F02 A F11 - F 11 A m ] tf F02 .] . --e ., = F11 F11 PY-e b F02 g F11 F11 = • J VI w 3 I[ii w �P F02 F11 u F11 yit `; z r ~ F02 11 F11 F11 Q y f Il 0I F01 Ids 1-0300 IBM24I 11 M1 �`M1j �� �ijl BM24 1-0310 RM1 AIJRMt F e LI A �7 RMI �J N �RM1� rx J LL Vre U o V D °Q Q Q CC N O SN O N O CCCC Q 2 :- = Q 2 co co u, as iis as + JOIST WITH RIM Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 4 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 6 RM1 15-00-00 1-3/4 X 20 LVL 1 2 AMERICAN MODERN 4-PLEX E-7(B)&K-7(B) LOTS 162-165 I ALL BEAMS AND CONNECTORS PER ENGINEER I - `�'x RM1 14-00-00 1-3/4X20LVL 1 2 Pacifi F. umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' BK1 12-00-00 1-3/4 X 20 LVL 1 2 PL16-319 UPPER MB1= IM BOARKING 40 LL BK1 11-00-00 1-3/4 X 20 LVL 1 4 RM1=RIM BOARD 15DL & TRUSS BM30 11-00-00 1-3/4 X 20 LVL 2 4 �` COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 2 7/14/2016 REAR TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 6 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 4 RMI 7-00-00 13/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-00-00 1.3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I I� I� ` BM4 5-00-00 1-3/4X20LVL 2 16 ACCESSORIES QTY �I . _,. III _I BM2 4-00-00 1-3/4 X 20 LVL 1 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I — RM1 4-00-00 1-3/4 X 20 LVL 1 2 HIT420 68 BM24 4-00-00 13/4 X 20 LVL 2 4 AO SHEET 2 OF 2 RM1 3-00-00 1-3/4 X20 LVL 1 4 - RM1 2-00-00 1-3/4 X 20 LVL 1 18 1-3/4 x 20 LVL BLOCKING 58' DO NOT: RM1 1-00-00 1-3/4 X 20 LVL 1 4 Loosen,remove,cut or notch © HUC416 8 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. o4u 5 151` 1t e aliD w, ".,, _1 1,, _s� 4:11 it- 12-6' . E ,, t i 4- —1 .-.—— 1 l __— �__..,.r___13'-64 2-2 51111-4 1V'-21/2" :-31 Zoi c" , I. * 1 3 ; ' 1 i 1rtil i 01 tiA coJMILJI!t15D it Jo �., _ 1A :. rMow; 1 row' ! .. c t y C Ji _ ir. r M. ....II_ ,_. ■ li E .._.. 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LU Q EL o O CONFORMS TO DESIGN CONCEPT 171 CONFORMS TO DESIGN CONCEPT I� ,i '-1` ___ ,.I 0 CONFORMS TO DESIGN CONCEPT WITH E CONFORMS TO DESIGJ cpp WITH oc ❑ REVISIONS NOTED REVISIONS AS SHOWN 0 ❑ NON-CONFORMING—REVISE&RESUBMIT ❑ NON CONFORMING-REVISE AND RESUBMIT ” THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 4 c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i- W C{ e FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE " 4) DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ;' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY : ..a..,1 C7 '4 I-- 8 PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 `' .? - ,,1 By: Arnold R. Solomon Date: July 21, 2016 , Cr, Nry MILBRANDT ARCHITECTS __ ._ ._ . _.._. ...