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Plans (70) 1,3/Cr-Sit) / �% / —Ci�// V' , LEGEND: SW ROY ROGERS ROAD SANITARY SEWER Pacific SS Community k SD STORM DRAIN Design PLANT STREET TREES: - W WATER LINE 2" CAL. KATSURA TREE/ 12564 SW MainStreet CERCIDIPHYLLUM MANHOLE Tigafd,OR 97223 SIDEWALK m CATCH BASIN m 503-941-9484 JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. s \7 50' X-e STREET LIGHT DATE: 10/06/2016 __ REVISIONS 10.00' �� - PUE %.! ETER = NO. DATE DESCRIPTION \ IM LANDSCAPE TRACT" — -4_, ` STRAW WATTLE PER A - __ = EROSION CONTROL 4 , "; -- _ _ — — f i — = STREET SECTION, SEE 11 % % y Tj // © CONSTRUCTION DOCUMENTS 1 ,:� 8.27' 12.50' I \ 301.6 // 300.3 / ,Ik _ ,� , .> aao ��.23.1'o _ Po •— . I- � , --300 _ _ .. — — _Al ��„� �_� SETBACK SUMMARY 1,./_=-, — i - - - 1 1— FRONT SETBACK: 12' / I I I I I 0 II I I REAR SETBACK: 10' ,, I / 1 1 1 I j ; il I I r BUILDING: � 1 P III I r COVERED PATIO: 5' 11 II/ 0 /1 '14PLEX E7B , I I1 I SIDE SETBACK:* 0' a) I UFF=306.5 -1 1 r- ; GARAGE SETBACK: 20 E I /� 1 GFF=297.5 �[ i I I i I PORCH SETBACK: 8 a 1 0 ORS,P� - ons N a ,.o�� M I I 162 1 1 11 I I I * FIRE CODE SIDE SETBACK: 3' ,0 161 I TRA C I I 63 164 165 i T RACT D 16 ;i 167 o I 4.00' I 1,604 SF 0.00' 111 1 FRONT / ; I 0 16 ir,• GARAGE ' I I O 10. 1 J _ LOT COVERAGE: - 711_13 '14_11 � I �--L _ -4 -I- F- 1 -7 -1-1,j6.00' J--II 11 I Z , —- j - r o I— — I IIf — ° rF' J (— PUE L° _ 2_11 I I / —I — — LOT AREA: 1,604 SF 20.00' ` _4_moi 1 / RIVER N — — — — — — — — — — — — — �1 T — — — — — BUILDING FOOTPRINT: 651 SF TERRACE 1 a - ,� ` COVERED PORCH: 34 SF ® ��am. ■ I I� \ NORTHWEST X298.0 j2coj■.5o o 1 CANTILEVER LIVING SPACE: 105 SF (0 1 --Immilkillimiimaimmimmaisimmimmiumminnsouriliamasimmunom sii -lialiii—airirr WATER METERWNE �� SIDEWALK COVERED PATIO: 0 SF ' M __I ' ` it M — DECK AREA: 92 SF 0. STORM LATERAL `� LOT ass as as as 3Z.00UM 's I TOTAL COVERAGE: 882 SF PLOT PLAN , SANITARY LATERAL 2 SW AUBERGINE TERRACE O cs, 55.0 % 5” 55 —` SS S "S5 S — Y o 0. \ g\ ti s IMPERVIOUS AREA: 1,098 SF j to lm Alln _ d ® A CITY OF TIGARD '='' \' �_ ' ,--_ 11 Approved by P n ing 3RIVER TERRACE NORTHWEST (503) 221 -1920 Date: O Initials: Lf395-037 p. PROJECT NO.: CONSTRUCTION % 2 S 1 W 6 SCALE REVIEWED BY: PRE LOT 162 (R-12, ROW HOME) 0 10 0 La ca RIVER TERRACE NORTHWEST O 1 INCH=20 FEET Q. Z 13158 SW AUBERGINE TERRACE lis-7-_,2O/ 7 — (907/ i, LEGEND: SANITARY SEWER 'h Pacific SW ROY ROGERS'ROAD s3 r Community sD STORM DRAIN DesiLm I --Ai-- WATER LINE PLANT STREET TREES: _ 12564 SW Main Street 2" CAL. KATSURA TREE/ MANHOLE 1 Tigard,OR 97223 CERCIDIPHYLLUM SIDEWALK m 503-941-9484 JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. CATCH BASIN ' }--- DATE: 10/06/2016 / °� ' 7 tt '-' 7.50'—____ ' \ STREET LIGHT REVISIONS 10.00' f/ PUE STRAW WATTLE PERIMETER 7: NO. DATE DESCRIPTION LANDSCAPE TRACT'^ — — =. __ isimmisimmumumw: EROSION CONTROL t -..'_- -----„.v--,vim i,y ___._. --_-,.I 1 �,r .....-� _ ' i—- 1- r Imo- _ _ _ _ - STREET SECTION, SEE 301.6 � `300.3 © CONSTRUCTION DOCUMENTS / A , .., , _... A 1� t _ rmr _ fN.,- ddA lnx:uv '+mac v N 23.1' p 'El l / ti a. / / I _-~_`_--- _300 ,_ ------ - , _,AWSr — — - - d I d SETBACK SUMMARY t ,...... . _ _ _ 1 mi._ A _ _ „__,F— — - —fir —ItFRONT SETBACK: 12 i I I I ii � � � ..- � i; � II � I i )I REAR SETBACK: 10' I I 'I BUILDING: II I' 'i i I I I I r COVERED PATIO: 5' ti i' q 4PLEX-E7B i �' ; ' SIDE SETBACK:' 0' �, UFF=306.5 L' �- GARAGE SETBACK: 20 Y / — I I GFF=297.5 ' PORCH SETBACK 8' o_ iJ I � 11 I1 II I I � I if A,am:* FIRE CODE SIDE SETBACK:nn3 I I I 162 l } 161 I TRAT C /63 164 1651 tRACT ;, 16 167 ND I I I 1,604 SF 11 , I I II O 4.00' 0.00' / o pi FRONT j I / I "' I GARAGE = . 1 i / o 1I I ! / r----i__=__E--,, ,, -1_--- - - _ LOT COVERAGE: --J �__—_ C PATIO® C O N 1/(T I O N J CONTRACTOR NOTE5: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING NM NMI MIN NMI FOR PLUMBING R1al= - 111M - - - - - 5)PROVIDE PROPER SUPPORT AT ALL _TUiI .1—1==+�u"I.ill Ilu�i.Tii'== i��iciiu��11 Il_i�i2icLri�111110 i.. - '.i, IITii�ir•1-�r•�=—moi SHEAR WALLS THIS/5 R PLACEMENT PLAN ONLY. (� This layout is to be used i con junction Iiiiiri n n with I Architectural/Structural plans.Verify all TTI--`I shear wall blocking placement and connectors ' 1 II i Nil 'urchaser responsible for approving this LOAD BEARING LOAD SEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL DE516N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR // EXCEED THE LIVE LOAD ( ***DECK CONDITION*** ® CONFORMS TO DESIGN CONCEPT ofL/480 NGRITERIA ❑ CONFORMS TO DESIGN CONCEPT WITH FLOORLOAP/N6.• REVISIONS AS SHOWN 40psf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 a 1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 1 6°O.G. ❑ NON CONFORMING REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOAh1ANCE 5LEEP/N6 AREAS: START FRAMING HERE / WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 3Opsf LIVE LOAD __ ? 1 -,_ — — -y �i— R ---x--:+---.—=`_?'" --, - - ---- -- ---— OVER HDRAWING.SPECIFICATIONS ALL OF WHISH HAVE PRIORI'Y ROOF LOAD/N6 D FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE1 DEAD Rt DESIG DRAWINGS AND SPECI C -71-17 1 ----- .1 g I -1 ` 1 _.—. Rt i` II t_.IC i T _.Jc4 iI ;I- .R'' O E THIS SHOP I 1 F 1. ! ; I I I By: Arnold A,Boloton Date:July IS,2016 p 25 5f LIVE LOAD R, •� Bi j I 1 'I ;i ® R, CT ENGINEERING INC 17psf DEAD LOAD ' I II ' �, I i II Ii 1j �i I I:,1, 1 I i I I I _ Q CONFORMS TO DESIGN CONCEPT g ,� J R1 CONFORMS TO DESIGN CONCEPT WITH R, _ ' 4 J9 .ja _p 'i3 .9 J9 4 5 If II 1 II II ,a _I �r I REVISIONS NOTED �,.a� ...m. .:d;<".:'" I'II 4i-II1 jl , II I _, �y ,,, 1 I1 i NON-CONFORMING-REVISE&RESUBMIT ""°"'""`"`•"` N-,",..4. j' Ii I ,, h I i� I II 'a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .tea , -, i i 11 i �H WITH DESIGN CONCEPT ONLY AND DOES NOT REh1EVE THE . I _ _ _ - I Cl FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN C� I M R1 I :=:�"'- - - I<;-._. - 1; ' �� DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES ALL OF WHICH HAVE ..—.s1-- Y - -...�6..e �:�.._ yt:;r---1'-- 1 moi',u . I ! 1 �� H 3 I 1 H 3 I _ I I IIII PRIORITY OVER THIS SHOP DRAWING.PL \� -� Hp`= j-==4.,,==11,_, '?_- - .n ay J� a .l ti .Ik J 1 -IIT 1 .11 J 1 a `r J j -- - I H.:, Cl ey David R Burnett Date 7/20/16 /mW R' RR2 IR u r ! fi j ii r I �.' 2 d� MILBRANDT ARCHITECTS f J I es II) 4�m r �i4 0 11 I !1 i 1 f I B4 ill p 1 h a lu z11.1 ak ) - -r,.- —.I m 3 -0.4.<. S d 1y1 2'��' li xt I I R1 Rt 1 I Rt "a 1.�, !m-(5' .w�lmr.,k..m��m.�u.mxuruM �� Id 1 R' RI 1 21 RI ! I PI j i 4B �� ii II I! !i R1 0 RFPI BLOOKM6 PANELSYiRH 6EARM6r1ALL ABOVE ii it I I 1 N.T.S. 11 11 R7 1 11 iI it I II 1 R2 II i 11 1 ,I 11 1t ` I I �.1R2 ii 11 11 i 1 ii 11 _...! .R J5 '.,__- R .!J. 1 H ..,1,,.. 1' 11 JB1 I.__._ �h I �!l�:Se' 'I� ' 0 677 I�. F5 <' - E' P..-. I >jN3 I 1 '1- DoLvsLomDALL �� it • 411111h11 LTO DEARING 5510M. 1 2 .. .R 1 J , I I II 1�li _ _ . __-_,(III BeL°nr°P°sr SOVE 1 11 111 Z.' ,I' 1104B 9 1 11, -g Jg _5 r as 0'1 r .I 0 4 -, p IJIiBS ! p II 1 1I B� 4'+ I j i d 1 I. I 2n ! !ill i $� 'I 11 H R2 I I I �n lei _ J I ! i', I 1 ku ,� _a 1�1 epi' I II is 1 .l ll 1 1 1 I' I R2 11 1 ..-r-1-= 1 S.' ..'r' R 1 H "B R 1 I N:_ - J ,l e.1_�0, ' I 2 IS• i ' 1 1 11 i f I I '�� 1. R2 5 4 1 1 RRKII"""' J R2 POST LOAD TRANSFER DETAIL &t:.. t .Ll_.._ 1-- —_- R1 �a �� I IIII -— N.T.S. B 10 1! 11 ( i 3 II II /2 '_I-j)D 2 2 IJ —' /MPORTANT! I "'TMFOLLOWINGMATERIAL LIST COVERS EITHER CONDRION"°.' I REFERENCE INSTALLATION PL 16-3 19(MAIN) (LOTS 162-1 6s) POLYGON AMERGANMODERN 4-FLEX E-1(6)la--l(B) GUIDE FOR ALL.FRAMING Mrk• Materiel Meth Depth area- OW Out LN Tet Lth DETAILS AND I-JOIST INFORMATION Rt5Rim 3/4 1.5E SBO R2 RIM 9 1 5 16 80 SIG HDR,&G BEAM 5 1/2 11 1 7/ 4 16 64 1002 0ascade51.24F-V4 5 1 1/2 Fb-242400 2 14 25 1. HORS Cascade SL.24P-V4 3 1/2 1 1/2 Fe-2400 6 12 12 or LEGEND: 32 im.mLVL 1 9/4 1/2 1.9E 4 2 53 R191aLem BEAM L 5/4 1/2 '.SE 4 ,D 40 MAIN FLOOR JOIST LAYOUT /� 54 616 BEAM 3 1/2 1/2 2.1E 2 1 12 ( H —-HANGER GALLOUT B5 RlgidLem LVL 1/2 1.5E 2 24 LJ B6 BIG BEAM1/2 2.1E a 24 SCALE: 1/4°- 1'-O" BB B66EAM ® -SUPPORTING POST 51 BIG BEAM BD ,i� v2 21E B is 252 3 „2 1/2 2.1E 2 16 32 8. TRUSS COMPANY ® 69 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 POST LOAD ABOVE a1 E01913599 CK.1,5 5 5/4 1/2 1.5E 2 5 16 ROSEBURG FRAMING SYSTEM'" JB1 BLK6,.15 LVL 5/4 1/2 1.5E 2 3 262 R -RIMBOARD J1 RFPI-20 ' 3/4 1/2 6 ie IDB 10515 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)558-9665 J2 12PP1-20 3/4 1/2 B B 54 quality engineered wood products faraday's builder- LB -LVL BLOCKING J3 RF19I-20 5/4 1/2 3O 14 420 PACIFIC WMBER COPYRIGHT 2018 PLAN: AMERICAN MODERN 4-PLEX E-7(B)K-7(B) JF 4 RPI-20 3/4 1/2 2 10 20 JB =JOIST BLOCKING J6 RPP1-20 3/ 1/2 4 ,6 64 RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J6 19,91-20FPI-20 3/44 1/2 12 1206 336 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. J -JOIST GALLOUT J7P1-2o 5/4 1/2 ID 26 460 The plans may not be re-used or copied,in whole or part,without written permission from Pacific ro Lumber MOBEBVRG FOYEST PRODUCTS ROSFDVRG nEsrvtonluers PLAN DATED: 7/1 3/1 6 �P1_20 3/4 1/2 10 a 40 Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH w/JOIST) J9 12FP1-20 3/4 1/2 4 t2 4D 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: RAI."L.NPNDER5ON DATE: 1/1 4/1 6 HDR -HEADER(BEAM BELOW JOIST) Aecero�iio 1950-or-1TT9.5 BB penalties of up to$20000 per work infringed,and$10O,000 per work infringed willfully. RFPI JOIST BBO-BEAM BY OTHERS H21-1.01.8 1/9 e H5 11.10ROS[PldeltfOR[dfPrC�V[:15 FL 1 6.-5 1 9 (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 START FRAMING HERE �STARTFRAMING HERE ❑ CONFORMS TO DESIGN CONCEPT WITH O O O O REVISIONS AS SHOWN 1BM30 JBM6 BM6I BM30 ❑ NON-CONFORMING-REVISE AND RESUBMIT RM' II�RMI + MilII a ; �II -M i F:' w �RM1 _ �RM11ivv v r= II RM THIS SHOP DRAWING HAS BEEN REVIEPIED FOR GENERAL CONFORMANCE fl,,,-_ c_ o._—_�,_ sr-v, Ir --Q_ _ ,I I &IM MEE M• : •� - —, 111TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 1` - ff - II _ o a, o, .m ul _ —`'` _.:,_____7_ ,.=1E,11.7 �L� I o FABRICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o { ty,�m m m m I � 4 0 0 � 0 o g' o Ilv III le �' 1'd 1 o o I p u. u_ u_ u_ LL u_ 1 c ? LL Rff' LL LL �' LL IIS .3'll iliamo IIIzI 13111 �t / '' o DESIGN DRAWINGS AND SPECIFICATIONS ALL DF WHICH MOE PRIORITY o t II w 012-11' IIm C!]1 ItW�J Ic _ _ Ilm I 4 OVER THIS SHOP DRAWING. v r II c 13-0I-0C a moi d a �- a N�:�4�.�"-.�2�8�.�: mo , 13 1 Oyu Ka o o w E L v F14 By: Arnold R.Soloson Date:July 18,2016 F05 . R o F11 . yl—• CT ENGINEERING INC F03 $ ® F11 I F11 �I o 1,_____ _ Q CONFORMS TO DESIGN CONCEPT Al F03 o Y 4 m g(� FD3 q F11 I F11 I o _. ❑ CONFORMS TO DESIGN CONCEPT WITH re l 0 ro F11 F11 1co REVISIONS NOTED Fna F13 El NON-CONFORMING-REVISE&RESUBMIT PJ F� ; A I,b \ '�_ F13 .III O / iTHIS SHOP DRAWING HP.S BEEN REVIEWED FOR GENERAL CONFORMANCE , ill F12 I- F12 III i +� WITH DESIGN CONCEPT ONLY AND DOES NCT RELIEVE THE F03 >8(0 IF FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN t/iel DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE IRM1 F04 7 4 III F12(9) n l��U F12 ��III - RM1 PRIORITVOVER THIS SHOP DRAWING a1 F121---I ��.� 0 d By David R Burnett Date 7/20/16 �RM1ml F04 a lIP •N (—F12 MILBRANDT ARCHITECTS _ I c F12 - II 11 RM1J 'r-•r. F04 - g N 1 9 (,r' _II n 1 1` 'I aI0 i m 16 0 F12 �- F12 Lam/_' Fo3 i�r7 nn I _I F03 o L F12 11 IFI F12 �0 1-1 I F03 m III F12 I n F12 III A Y II II ) I m —I IIP F12 It k." 9"... F12 �.tII BM2 I F03 ® BM2_III + I I -.' �e_I t: I oll U F11 F11 �' F0301 IRM1 A F02 d 1 F11 I F 11 0 RM1I NI 2 v A F11 a F11 m1 F02 1 I 1 la 11 w F11 c - ' F11 [+]I if A 1 F02 'I x n Ii A rc —b El F02 • 2 F11 i I di IPI F02 d) F11 1 i1 S PPI a F11 F11 t . i N �' `cEF02 p F lRM1JP 7RM1 1-0300 IBM241 R—'M1 (� N W�BM24 11-0 s0 �'I• -k.- j� F01 42 IRM11 ZE [RM1] 6 IL J a 0 RM1i --- �RM1J 5:- I- it re Q O Q O Q O a K coo. O h 0 a 0 1- 0 o te Ce ie be io II -\' JOIST WITH RIM Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 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 RM1 14-00-00 1-3/4 X 20 LVL 1 2 Pa± '� umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' fi BK1 12-00-00 1-3/4 X 20 LVL 1 2 PL16-319 UPPER BK1=BLOCKING 40 LL BK1 11-00-00 1-3/4 X 20 LVL 1 4 RM1=RIM BOARD 150E & TRUSS COMPANY 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 RM1 7-00-00 1-3/4X20 LVL 1 2 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 ". ..�,��m... ....I. t BM4 5-00-00 1-3/4 X 20 LVL 2 16 ACCESSORIES QTY rIg —`1—`ISI BM2 4-00-00 1-3/4 X 20 LVL 1 4 I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA I �_�� RM1 4-00-00 1-3/4 X20 LVL 1 2 HIT420 68 - BM24 4-00-00 1-3/4 X 20 LVL 2 4 O SHEET 2 OF 2 RMI 3-00-00 1-3/4 X 20 LVL 1 4 RMI 2-00-00 1-3/4 X 20 LVL 1 16 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. csi c (11) 4e,, „ r 15' 11, r 16-5 lir' ,g mga X 13-5 '1 I �.�. ¢_., _�e i 1-� ._._ _ 13'41 B, 1 1, 14"-4 1R —I I. ca 212 8' _ ...11'-21126 2' 1 i' .,t' (E# I k __________r c a. ' f I , I_, t , ---- , ' : ,_ , III Mil!'" cw Cr) Tcs �� 4�.l i X161 w� itan trit tam° w :ITIV.KIN- -,-----r„------,77 1 111111 as 12 R I t I . amp i s lk r Y , ' .y { it w ate' # � U Hail ( i:LN 4,6 = wil IIII _�- its Lirmoi. ,...},,,,,;;,_ _... y I I y ...;� :60›a'''''" �t)ilc�°I"x't/t i.„:°:1.;,„P°.6:::' tYtJ mil oppr ; , : da I ( , 24 : iw� ! �: II Fs. / NI pp �h r III ("� , {411 : A . ,..,01-T., 1,1, - ,, 0. ;c r162 ;c 2 , , di CI I + I . ..: k'N ") 4� . P $k° }t � I .. ' ` 1,14",:_..._ ce` *'� + I My -Ai $ I ± i 44"[ 1 j i I 1 1 1 I I _ co a r I f (�; � Q ~ G o ,...7::77, 3 , 4 u.4-137"''''' t PI am :‘n 1 .,, I ,,' , , , I „ Cif '. �> ...., as :' ._ .� ala - u I , "": i ! CL3 >,.. ,,,..).,. --c,7-'''''''): to I $ T j[!LJ F• E 4® y o co J {h1" X❑ CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT _ _ _,. `R1" — _-4 ' ❑ CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIG J c24N WITH o REVISIONS NOTED REVISIONS AS SHOWN ❑ 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 + .� L WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE " I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 5:,.-- : 1 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY r „.:,.E is �' ;4 E- sa PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. ," 0tt1 I 4 U2 By David R Burnett Date 7/21/16 .: U _, i By: Arnold R. Solomon Date: July 21, 2016 MILBRANDT ARCHITECTS .__-____.. . _ "- G ENGINEERING- �- .. _�.__. . _._._____.�....> _ . __._. -_ .�_. _� . __ .�__.�