Loading...
Plans (76) LS i(_Z. SA) /'6J , - S'7 / 7 (2 C �ti r LEGEND: SW ROY ROGERS ROAD SANITARY SEWER Pacific Community I --- SD STORM DRAIN Design PLANT STREET TREES: tiv WATER LINE FUTURE CURB AND GUTTER, TYP. 12564 SW Main Street 2" CAL. KATSURA TREE/ G 0 MANHOLE ! Tigard,OR 97223 CERCIDIPHYLLUM [f]503-941-9484 JAPONICA, TYP. SIDEWALK CATCH BASIN DATE: 12/07/2016 __/ — 7 50' __ ... STREET LIGHT REVISIONS 10.00' % =� 1 Nd PUE \)� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT - _ _ EROSION CONTROL L — / — -- / 0 _ - — — — STREET SECTION, SEE II ,/ /1 1 7 I °i 8.27 CONSTRUCTION DOCUMENTS i 300.3 i 299.4 l o I015.3 y - : ��. - ,AR ---"_-- - - - - 298 _ ------F__ -1 - _=~� SETBACK SUMMARY — =12.50' ____ -�7 -_- — V 1 -- A J------1 --� FRONT SETBACK: 12' r ; I I I ��� II 11 I I �I REAR SETBACK: 10' I I �' BUILDING: ! �I I = COVERED PATIO: 5' II ii 4PLEX-K7B I, I I I `" SIDE SETBACK:* 0' N / _ �'UFF=306.5 j - j -I 1 , r �' I GARAGE SETBACK: 20' 1 I r- Y I f I GFF=297.51 I I ; E / I �: PORCH SETBACK: $'�n�,., .; / I O ..,:�,,Pnnn,. ,�„ is ,,n . m I, i / I 163 I ( II I i' ( * FIRE CODE SIDE SETBACK: 3' �0 161 TRAC, f-C 162 1,066 SF 164 I !i 165 b RACT D 16 167 ,(/' .D 1 o 1 I I 0 00' iI— 1 0.00' / 1 �1 o l€ ; FRONT I I l j] / GARAGE i / I I / I ou — LOT COVERAGE: I- - .71.----11/11I =zr � - - I' --�I r 6.00' J- 11 I --H-- -- li 11_.= � L 1 PUE LEI `1.1 1 I LOT AREA: 1,066 SF o I- - I I I— II 1 I —I — — RIVER 20.00' jii1sI- - ; - MI' — _ _ — _ — — — _ — — - - - 1 BUILDING FOOTPRINT: 572 SF Z. 15.3' _ _ i 411011.411/JL COVERED PORCH: 15 SF � � �1 NORTHWEST MMIIIIIIBWAIIIIIIIIII rl 295.6ANE ,/,',. m CANTILEVER LIVING SPACE: 67 SF oco'c9 it , IA 116(/ WAill TER METERliP SIDEWALK �� :% v, COVERED PATIO: 0 SF �.� %° _ _ 1.„,„ DECK AREA: 72 SF k _ _ _ , SANITARY LATERAL t LOT 163 N as Is us DS OS \ Cl5 } 32 00' TOTAL COVERAGE: 726 SF PLOT PLAN N 2 SW AUBERGINE TERRACE O i m _ I __ j 68.1 % o �' 35 SS SS r S SS / S SS IMPERVIOUS AREA: 891 SF s �� �� Q,_ % o° ,� a N �! - PLANT (1) STREET j o o A� ✓ 6 1 TREE: 2" CAL. \- I v, F""�"0 i SKYCOLE HONEYLOCUST/ i > 1 CITY OF TIGARD o /f _ GLEDITSIA TRIACANTHOS INERMIS \_• YI _ _ _ / I Approved R3 Pla nln °' Date: S, �I�- RIVER TERRACE NORTHWEST (503) 221 -19203 0 Initials: 1-2 PROJECT NO.: 395-037 8 2S 1 W6 !�� TYPE: CONSTRUCTION j SCALE REVIEWED BY: PRE LOT 163 (R-12, ROW HOME) 10 20 6 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET Z 13162 SW AUBERGINE TERRACE S / 7 — // LEGEND: SW ROY ROGERS ROAD F ss SANITARY SEWER �, Pacific Community --SD STORM DRAIN a Desitin PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. �� WATER LINE 3' t2s64swMainstreet 2" CAL. KATSURA TREE/ MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM _ [1]503-941-9484 SIDEWALK CATCH BASIN JAPONICA, TYP. DATE. 12/07/2016 _ — _ ) STREET LIGHT REVISIONS /-� % 7.50' 10.00' / ? STRAW WATTLE PERIMETER E No. DATE DESCRIPTION PUE _� -LANDSCAPE TRACT y �- �� - EROSION CONTROL I _ _ _ _ — — STREET SECTION, SEE 7 , / 8.27 l � 'I - - i 11 I �' /300.3 299.4 © CONSTRUCTION DOCUMENTS � /,// /. N irk tram .153' .r yrs _ %_ ,uwed ...mea o a� '''P Co-- — . .. 1- in ro 29$. mean ; ., __ _ _ `� SETBACK SUMMARY ...-7------- , - —12.50' — — �"" - __�_... - -- __ ^�x- _ � � � — —-fir_ _=v —t 1 — _r_ ---It FRONT SETBACK: 12' 1 1 �' 1 f II I 1 / REAR SETBACK: 10 �� / 1 I I BUILDING: p �I I r� r COVERED PATIO: 5' II /) LI h 4PLEX-K7B i - SIDE SETBACK:* 0' j�UFF'306.5 '! I 1 = GARAGE SETBACK: 20' ri E I 1 I FGFF=297.5 1 I �_ PORCH SETBACK 8/ / I 1 ;---- a I 1163 1 �1 I �l * FIRE CODE SIDE SETBACK: 3' �0 161 TRA C 162 1,066 SF 164 i 1165 1 ORACT D 166 167 N i I I I 0.00' I II 0.00' / 1 I :I I A Cd '1 FRONT ' v , t '^ 11 GARAGE i I — o / 1i . s _ 11 _ LOT COVERAGE: cv, I --- , I I Z1! – - II -_� r� ,6.00 J II I -L- - - 1 , - 1. °i L° PUE� ° I LOT AREA: 1,066 SF g I — / 1 I — I- - 1I I I I — RIVER w / _ _ _ — - - — — — — — — I � BUILDINGFOOTPRINT: 572 SF TERRACE — s. \ , A , al . A...., •4111041110111.411141.111111 _St: ' i1! li1LTMPt 15 SF NORTHWEST •0 0 111111111111111E Igt U ; CANTILEVERLIVING SPACE:wrimuapi co COVERED PATIO: 0 SF io Mil j 'i WATER METERNW SIDEWALK �- M t _ Nt _-- 1 m Y DECK AREA: 72 SF SANITARY LATERAL 1 IIILOT 163 N Ey,' lk _.-Q5 •-- >ECs ................ QS QCa QCs ``l r ` QS Lo I 32.00' TOTAL COVERAGE: 726 SF PLOT PLAN N SW AUBERGINE TERRACE O t 68.1 % o ) SS SIM v. sq - -- ,, ' t� p\ cr, I \—I� A r\ IMPERVIOUS AREA: 891 SF ' 417k ter, = PLANT (1) STREET - r Imetaisimmosimiimgr O , TREE: 2" CAL. -_... v, _ .. _ JLri V' SKYCOLE HONEYLOCUST/ Ingranim f — GLEDITSIA TRIACANTHOS INERMIS . — — T / 1 — — — CITY OF TIGARD 'CrNI i Approved by Rlanning e 12 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /s3 PROJECT NO.: 395-037 � TYPE: CONSTRUCTION s 2S1W6 Initials:r. SCALE REVIEWED BY: PRE CO LOT 163 (R-12, ROW HOME) 0 10 20 co RIVER TERRACE NORTHWEST .O 1 INCH=20 FEET 13162 SW AUBERGINE TERRACE Z C PATIO CONDITION J CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.5TEP5 GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING Ma FOR PLUMBING _ - - - - - - - 5)PROVIDE PROPER SUPPORT AT ALL r.. — �2i:71i'�iiETill Ilu��ai:i3iNw�i III ,,,i 3ii�ii�ll til Il�iONIMIMi�:cuiiCiSull Il�i�"r 3R�Tiii �i�iiE3iii�i - SHEARWALLS !1 I I THI515APLACEMENT PLAN ONLY: Il This layout is to be used in conjunction with Architectural/Structural plans.Verify all li - -I shear wall blocking placement and connectors LOAD BEARING (LOAD BEARING LOAD BEARING LOAD BEARING 9UrchaSer responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. 12E5/6N NOTES: THIS FLOOR 5Y5TEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA C***DECK CONDITION** ® CONFORMS TO DESIGN CONCEPT OFL/480 ❑ CONFORMS TO DESIGN CONCEPT WITH FLOOR LOADING: REVISIONS AS SHOWN 4Opsf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 RFPI-20 B 1 6"O.G. 9-1/2 RPPI-20 B 1 b"O.G. • 9-1/2 RFPI-20®1 b"O.G. 9-i/2 RFPI-20®1 b"O.G. 111NON-CONFORMING-REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE START/ FRAMING HERE START FRAMING HERE THIS SHOPEDE DESIGNNNG HAS SASEENEPT REVIEWED FOR GENERALE THE ta110EWITEEPLIVE DEADAREAS, E, 1 ---:i_ 'TL' __ / 1,1___.__ „-,,, ---R =-1---,less} I r --- met:---�— I--- °" 'L.- .-- - --- -, OVERDRAWING.SPECIFICATIONS ALL OF REICH HAVE PAIOEIIR ROOFLOAD/N6• i ,---tel- Y DESIGN S A112FSREC CCONF REENN EHW WITH ONLY• AND ESN RELIEVE E FABRICATOR/VENDOR IFICATIONS FOR C C I THE ICN G I .yli 'I- 1(-_.-••-- -C ---_may -- -t` .I ---y -j - -"-- D THIS SHOP L 25 sf LIVE LOAD By: Arnold A.Solomon Date:July 1B,2016 p II — it 1?psf DEAD LOAD R, 1II I ® 1 CT ENGINEERING INC 11 ;�' 11 1 ! R 11 I �,,....:a 11 rpm 1 I i i it '� 1 II ij 11 ;! ! ! _ I QX CONFORMS TO DESIGN CONCEPT R1 II -� -16 _g .JS _ Jg 4e .! -> :� . 11 ! ap s -19 -9 .Is - As _p Js I1 R1 CONFORMS TO DESIGN CONCEPT WITH ^ I' 11 REVISIONS NOTED , 1p -, 4ti ij !, I11 i I L'Iit ,I ' NON-CONFORMING-REViSE&RESUBMIT -.w 'mli•i j II 1 l i I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .ex, ..N: j 11 jj' I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' . Ri m. `` II 11 R.1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I ;�,.,.M,:. � 1, - Hdlz3 il HORS II PRIORDRAWITYOVERTHIS SHOP S NDRAW N'uAPPLICABLE CODES,ALL OF WHICH HAVE lithi ' -{-_. -:__ _ :. -_- -Ii -n t 1 .it - - HiTiz, • By David R Burnett Date 7/20/16 6,Iil a A H `/ 01 HD-1 .- 'I, Jtf AT ail TMi �il - 'I 1 t -, .� 1 1 Nw R2 II aN MILBRANDT ARCHITECTS Q U I I II il I I11 1 i. Ir m .W/'I�� w z 1,t),-,41,441, Il , I _zk,#_-+?s il I rn 3 ° u1 to Q 11 1 II r• I Ri rn to .A 1..,�rne.4"—'".1,: �� 4 it -+ II I II 1 R1 Rt d Rt II TA �� .k I R1 II '1 I I Rt II ! RFPI•BLOCKING PANELS YVRHBEARMG%ALL ABOVE it I I I 'i I RD 'I i i • .. it I 1 1 I NTS. II 'i i I i� ii I II II R2 K s i I I' I 11 li!I II T itii 1 I ANII TO BEARING EIELort. K. o S -G _1..' l i I : 0429 I HDR3 I ii 1 I �b R2 �' 1 r { ' + v'- JB1 _-I I �I ' Iii ��LIE PER�rA-,4MAr�N I i 11 1 — 3EARN�AREA°F3LaK9 3 •-t-" I' .. BELDNrDPD61.A9wE I i ��.I :1,1.1ii ll �11 4 i ! 1 I I II § I��` B 5 N4- ajf �b 43 -Ip s B{r 4;' 1„t t1x .I .a Ap -F, J a. I 1 i l110 e0a 16a I 1 �� C 4R� 01.i!11 T eh ' sr 1QT I 11_ I I yp $h _R2��,.�y7,� I I 1p .] , I I 'i (, ( Ii I �, I R2 R2.e .J� .lQ— P r t I i i I 1(11'2 11 . �IL 4.>....E,L 4�., ,.1 HIpR3 _HD a3 _. : EC i'1 1tll I- ¢ JJL l 2 POST LOAD TRANSFER DETAILS. y -.810 H . .. . I'"'- y R1 1!. 1 1 -_-.. Bi __. - R1 ,Ir'I I H 3� _-B10 NT L:2 ' i@ `CJ d I ""'FOLLOWING MATERIAL LIST COVERS EITHER CONDITION.... I /MPORTANT/ PL 16-3 14(MAIN) non 162-1•5) REFERENCE INSTALLATION POLYGON AMERK:ANMODERN 4-FLEX E-1(B)1.-7(B) GUIDE FOR ALL FRAMING Mrt• Material Meth Depth erode Ote Gut Lth Tec un R, 1.15 LVL Rim 3/4 9 1/2 +.5E 29 20 500 DETAILS AND I-JOIST INFORMATION R2 OSB Rh, +/2 ,b aO 1001 BIb BEAM 5 1/2 191 1/a 2.+E 4 ,6 64 HDR2 G eesee 5124E-V4 3 1/2 10 1/2 FB-2400 14 28 NDR3 GBGade51.24P-V4 9 1/2 10 ,/2 Pe•2400 6 12 12 Bt RIgIOLam LVL 1 5/4 1/2 +5E 2 4 LEGEND: B2 R1a-r.LVL 1 3/4 1/2 ,.5E 4 2 B 53 Bib BEAM , 3/4 1/2 .1E 4 b 12 MAIN FLOOR JOIST LAYOUT PacifILLumber 54 eIb BEAM 3 1/2 +/2 21E 2 1 12 H -HANGER GALLOUT e.s wylaLern LVL + 1/2 1.5E 2 +2 24 Bb B15 BEAM 9 s 1/2 2nE 4 24 SCALE: 1/4"-1'-0” ® -SUPPORTING POST Bi Bib BEAM s ,i2 1/2 2.,E +e 14 252 BB 1516 BEAM 3 ,/2 1/2 2.1E 2 16 32 & TRUSS COMPANY ® B9 Bib BEAM 3 1/2 1/2 2.1E 2 12 24 =POST LOAD ABOVE B 1 BLI.em LVL 5/4 1/2 1.5E 2 e 15 ROSEBURG FRAMING SYSTEM"' J131+ BLKb1.15 LYL 9/4 /2 s 1oa W 1.5E 94 e 202 R -RIMBOARD 1RPri-20 3/4 1+ 10515 SALLEN BLVD BEAVERTON,OREGON 9T005 (503)853-9663 LB -LOISTBL KING J3 5,1---2o 5/44 1, 14 420 PACIFIC LUMBERCGPYRIGNT2GIG 4ualiryengineered wood products(atodavgbuilder^ PLAN: AMERICAN MODERN 4-FLEX E-703)K--I(B) JB -JOIST BLOCKING Jz RFRI 20 5/4 1/2 4 +b 64 RIGIDLAM'LVL RIGIDRIM' CUSTOMER: POLYGON 0,1,0 5/4 +/2CO416 356 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J =JOIST CALLOW" u- R11PF20 3/4 +/2 15 26 450 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber PLAN DATED: 1/1 3/1 6 .10 RFPI-20 3/4 1/2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other DOaI'elrR9 FOREST PRODUCES 1EOSFINIW6 PDFfSTOFODUCTS B -BEAM(FLUSH w/JOIST) J9 RPPi-20 5/4 1/2 4 +2 , 46 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or DESIGNER: KAM/L HENDERSON DATE: "1/1 4/1 6 HDR -HEADER(BEAM BELOW JOIST) Acces•orle• copying of these plans,infringes rights under the Copyright Act,Infringes face liabilities that Include 4 R FPI-JOIST Fl 1 1,1011950-or-TT9.5 50 penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully. 850=BEAM BY OTHERS ASa I1/9 NuS a FORtaiKmRcrs ��t/� PL 1 6-3 1 9 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Z CONFORMS TO DESIGN CONCEPT START FRAMING HERE , <START FRAMING HERE ' .• START FRAMING HERE <START FRAMING HERE , ❑ ir CONFORMS TO DESIGN CONCEPT WITH p O p REVISIONS AS SHOWN SM30JBM6 ABMs__ 1BM301 ❑ NON-CONFORMING-REVISE AND RESUBMIT RM' ®-`- a-� ti- IIRMI II °CSI- • — I.(� �II o--� �_.- z 11 RM1 II<- - II THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ — } ® M M 6M M If N --�- � ._ _�= —v= ,t �, `_-- ---- - -- -- - --�---mom I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I Y -II I 0 I o 1 4 ,'E. 112 LL it Il m m J u- LL u° L.L. LL ii m LL o z :. gl ,,: d DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. t 11 C 12-19-15 II 1 12-3-1F.4) II0, " It o r v I Ill- 13-01-00 ,.11 CO a I .. 1 H o 0 o a ui 5 L1 III 1a 180 1 l i v I By: Arnold R.Solomon Date:July 18,2016 I Fos F14 ' F14 , o I CT ENGINEERING INC P F03 $ F11 F11 E I ill _-ID FO3 Y F11 1s F11 Y F03 F11 F11 g-' I I. X❑ CONFORMS TO DESIGN CONCEPT 5 P I 0 j CONFORMS TO DESIGN CONCEPT WITH -I F11 11 F11 8 9 REVISIONS NOTED 66 F03 I NON-CONFORMING-REVISE&RESUBMIT P Fns F06 A Ib F13 F13 I'I O I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a II F12 F12 III s ,•, ¢ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F03 III I I FP.BRICATORNENDDR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN L. /,\ ,�9 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE IR '` F04 I� FI2 �I n I IJ I FI2 °III 4 '1 RM1I PRIORITY OVER THIS SHOP DRAWING, �° F12L� 1 11E12 Id I p a By David R Burnett Date 7/20/16 �RM1m1 F04 I2 IIP. t.,.,, ; - II II RM1I MILBRANDT ARCHITECTS r-,i — F12 - F12 p F04 ® Ti NI `� R I pi 1 1 I` cc m• F12 F12 0 FD3 b — MI fl B FI2 7�, °y F12 �—I —1 FD3Wil — :l' N `/,// IF F12 F1211 ce AI° F03 IIP—t F12 n • F12 �Vi c. I F03 BM2 I _IBM2IA FD3 • � �j F11 IL3 F11 URM1 F11 0 M1 N 0 4 '04 m F02 A F11 z Flt A I I E F11 F11 y = i I ° A F02 z a z n —1b F02 m F11 . i F11 a _ 1 F11 _. 2 1 F02 F1 9. of F11 F11 a H l I F02 { N 4$ Immo '�1 F �RM1�Y Iq RM� 1-03-00 BM24 51- F15 0 M1I BM24 1-03 m0 SRI d�� I 1 F01 �I1- RM1� it �RM1� 1 I M e re IRM1l IRMII 4 >1". r' } I- I- r- re U o U V O U DC CC re O IY re O K LL O a a - 3 1— O O Q M x x co m m Il + 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 RMI 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 1 RM1 14-00-00 1-3/4 X 20 LVL 1 2 .1 umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' Pacifi �,' BK1 12-00-00 1-3/4 X 20 LVL 1 2 PL16-319 UPPER BK1=BLOCKING 40 LL RMi=RIM BOARD 15DL & TRUSS - COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 4 ., BM30 11-00-00 1-3/4 X 20 LVL 2 4 7/14/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 2 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 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4X20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I BM4 5-00-00 1-3/4X20LVL 2 16 ACCESSORIES QTY �]/---`(I/—`A BM2 4-00-00 1-3/4 X 20 LVL 1 4 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA _=- RM1 4-00-00 1-3/4 X 20 LVL 1 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 O HIT420 68 SHEET 2 OF 2 RM1 3-00-00 1-3/4 X20LVL 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. e ID �` 15'41/24 �.� . i 1 45t-5 112" ,g _.. _. 1 `-6 � `' 1 mwilA x 1 10'.31l2" 1 1"...__y,, _ I �._,� I 13'4w -.. 2'- 141-2 412p 2'3.1 a..n -. i 1 yi i 1 ---, '. - t i I agI {{ • u. �. IILIIhiIL 1 ! I;_ hrt { %MI° VI 01 �. • , y 1IIJ 'fin la m k rr ril illimmi , 4 Jaw 416 .0:g . . I (6) CI: ...... 1 i , ■yy Iii:ii..., . AFI ati'„ j T , �a F4, � , 1 .. , . .. _ Air it td Ori• .. / �" 't re 0 ��{I�! i �_ i �rZ�l it l's t�KU tui} tffi C C7pa QOCIUJaidt w II r ' pr 7 .....'` iso u It epi ,i . - CS 1 w fa It C I I 0. 2 I 111. ,' •i s o o o -0 .I _ I y 4------ LL) _ , t".'") 1 i cttilt L. �z C i` It I. E (1) y" [ C� mow. 10 4 lir 943 cm a 19%1" __ 18'7112" ( XO CONFORMS TO DESIGN CONCEPT FlCONFORMS TO DESIGN CONCEPTw Da 1 'Gl b 1 ' ❑ CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN NN WITH a REVISIONS NOTED REVISIONS AS SHOWN El NON-CONFORMING—REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMITka `c. " °' 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL. CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE } Etltet' y, G y FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY r Yr. 'o PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. 1sf -, I i ^GC By David R Burnett Date 7/21/16 ' EEY, W By: Arnold R. Solomon Date: July 21, 2016 Z-7 D 4 MILBRANDT ARCHITECTS ___.