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Plans (164) P/L 40.00' _ E--- -- LANDSCAPING 4 o 1-- . r4v1v4vg+v#TOM I N 4+414# 1 14s 44/f4A t Aillie444 e T p ..S. fr AvA A N E W •Iiit-E.T-4(:-: c,c)v j, SftV#IV An. t 1 I 2 tS+t4444 ItS I i% A T44#41 6" CURB 3 - 1'20444+440 I 5 Pit S4#0#4 Li ro V +4## g 7 , kt AtitA4A4A I t)?: $ . T• WOFAIVA0 ILIIIVATAYAVA 0 1 • 1 (C)cot jelAr I ° im g al . 0 0 ct ar. 3'1 . i: 18'-6" ,„ 12'-6 4 6"CURB — _ 0 cvi 1 co ila 6 6 . . _1 0 .:- -J Csi I tig . z 0-1 .ceo4. 4 4 Ai CI) 1--- ..ilde ArAIAtI t 1 1111111111111A il orp" k \ I 1 giaii El 12'-6" 6"CURB TENANT- ( KPROVE- Mei•-kr I EXISTING - BUILDING -.1 - 0 - R. I MR. i--i 0 G VA H I , ‘ I SW 130-iL5 SW TPreATIC_ 4-vv7 , EXISTING / ALLOWED 7 ( (4 4 1 VEHICLE ENTRANCE AND CURB CUT HWY. 99W A, (SW PACIFIC HIGHWAY) 'r SITE PLAN 1 . SCALE` t = a 0 CITY OF TIGARD Approved by Planninc Date: Iiitials: • IF f * a _ .. z �// ;`® --"''''411441%. .-/ �/------044114!".I / ®I11�,+ II►- _, „\ _\\ - _ _ __ ®ISI\`� Il®� �\II`` '�"'� ®II \ Sas-+ i� Y -FoOwN m - I [� + '�I 4 , III/ �/ ' muir" ' ii` I RET ,.� 0��3o l�! _ ,q` ' ''^ ( z 9 u F 2 6) [� O talik %ii % I �I t��� ����� O / o�z 1O a ,u: 3 y y�� 0„„ lati„mm® ® • ® ® •II� a ` CiTY d �" a..<e 5 9Oo r ® �. -� /1111 ; ?nS =a "!4 ° FNm3V L(1 �/ Ilia__ 10 ilift �r o C = O �- .a 5 - Z 0 O >m Ja •^ W z v�mF �w U ) � .wdtrdz U i aZzwN C U U W lint ILIc ,,,,,,5„,,,,. . d U (nPlon:, > CLOVIS AIN owmF�M O om�o,,ZNQ h„,„4,7 7 o OU oN I 3075 SW PACTfIC I-1W. F)H Q <Zo, .m11 oCO N N�Wa m o TIGARD , OR 97223 WWW°°N° 0 w= N<o m OF�I-Wep W \ d?w��a0 N 36' X 72' X 1 2' ziw Jz:i Zd wOdHw z wy ZQ�� m Z Z W W W y � > dK ^ DESIGN NOTES DESIGN CRITERIA DRAWING INDEX Z WQ EU ��N<oN ° ? >- I I . ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH PREVAILING CODE: OSSC 2014 (IBC 201 2) 1 COVER SHEET W �<W Z w w di IBC 20 12, ASCE 7 I O, OSHA, AISC 360, AISI 100, USE GROUP: S (STORAGE, BARNS) RISK CATEGORY: II 2 ELEVATIONS ~mTtl" w _ CC CC < AWSD I .3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON I . DEAD LOAD (D) D = 2.0 PSE 3 FOUNDATION PLAN 2. ROOF LIVE LOAD (Lr) Lr = 20 PSP H FOUNDATION DETAILS SHEET. 3. SNOW LOAD (5) 4 FLOOR PLAN * DETAILS 0. M3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE GROUND SNOW LOAD Pg = 25 PSF al o N S2 IMPORTANCE FACTOR Is = I .00 5A FRAME SECTION $ DETAILS x n r o0 SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. THERMAL FACTOR Ct = I .2 ° " _� d o 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. EXPOSURE FACTOR Ce = I .0 5B FRAME SECTION DETAILS _.:). O „Air' ROOF SLOPE FACTOR Cs = 1 .0 5. ALL FIELD CONNECTIONS SHALL BE #12 (I/41"X I") (ESR-2 196) OR FLAT ROOF SNOW LOAD Pf = 2 I PSF E. SIDE WALL FRAMING $ DETAILS °' APPROVED EQUAL. SLOPED ROOF SNOW LOAD Ps = 2 I PSE O Q v) H w 4. WIND LOAD (W) 7 END WALL FRAMING $ DETAILS eq N 6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR DESIGN WIND SPEED Vult = 120 MPH in PAINTED STEEL- MAIN RIB HT. 3/411 (FY=80KSI) OR EQ. EXPOSURE C 5. SEISMIC LOAD (E) SEAL: 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE SDs/SDI 0.706/0.39 ,,, GRADE 50 STEEL. DESIGN CATEGORY D SITE CLASS 8. STRUCTURAL TUBE TS2 I/211X2 1/2" - 14GA. IS EQUIVALENT TO IMPORTANCE FACTOR IDe = 1 .00 ' '' PROFF`rs TS2 1/41"X2 1/411 - I 2GA AND EITHER ONE MAY BE USED IN LIEU 0 G N FF �,9� LOAD COMBINATIONS: 4/ ,P OF THE OTHER. I I . D + (Lr OR 5) 7 150 r 9. 12GA IS DEFINED AS 0. 10911 THICKNESS. I 4GA IS DEFINED AS 2. D + (0.6W OR ±0.7E) 3. D + 0.75 (0.6W OR ±0.7E) + 0.75 (Lr OR 5) 0.083" THICKNESS. 26GA IS DEFINED AS 0.019"THICKNESS. 4. 0.6D + (0.6W OR ±0.7E) , fiREGON 29GA IS DEFINED AS 0.015"THICKNESS. 021,9R �^. 13,2���Q ., q�l ABv,l EXPIRES: 12/31/2019 DATE SIGNED: JUN 5 2018 12 12 a>11lIIIIIIIiiiñiiiii1111N c ILm a_ 0 O N Cr) cZ A — / mcp 0 � Z o. ► m O m0 / 1 F— w Y F- 4 .0 s. < ° _ _ .. > W U U) TOP OF CONC. 36'-O, TOP OF CONC. if' 36'-O" y` p W FRONT END WALL ELEVATION BACK END WALL ELEVATION Q W N U O p SCALE: I/8" : I' SCALE: I/8" : I' J N N 2 f IY1 LL ON OD n c.--i z Q U) ft > - 9 _j z eb } 0 00 ~ Z z z W> > W W < < F— O Cl) 0 0 0 I TOP OF CONC. 'I y 72'-0" oo M LEETSIDEWALL ELEVATION - � c) ,0 SCALE: 1/8" : I' -. 0 cc c.- cn H [ N M N M SEAL: 'cr op P R OFFS Eo • •• � 4150 � � A OREGON F — / 0 v/lN 5 13,7- / y TOP OF CONC./ 'I 72' O" 'Q40 ABk3 s RIGHT SIDE WALL ELEVATION EXPIRES: 12/31/2019 SCALE: I/8" : I' DATE SIGNED: JUN 5 2018 I FOUNDATION NOTES: MEMBER PROPERTIES I . MIN. SLAB SIZE SHALL BE 36'X 72'-10 1/2" TRUSS CHORD 24" SQ. X 1 2GA TUBE 2. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMIT MAX. SLAB TRUSS WEB 24' SQ. X 12GA TUBE N SPANS TO 20' IN EACH DIRECTION. TRUSS CHORD REINF. 2" SQ. X 1 2GA TUBE z co BASE RAIL 24' SQ. X 12GA TUBE U N 11J 3. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN BELOW. m t\ 0 PEAK BRACE 24 SQ. X 12GA TUBE U Q m 4. WHERE 2 OR MORE ANCHORS ARE REQUIRED IN CLOSE PROXIMITY, MIN ANCHORKNEE BRACE 24" SQ. X 12GA TUBE < 0 J 0 m G SPACING TO BE 4" BETWEEN ANCHORS. CROSS BRACE 24' SQ. X 14GA TUBE Ji 5. MIN. EMBEDMENT DEPTH OF ANCHORS TO BE 3 1/2" (EFFECTIVE EMBEDMENT 2.500"). PURLIN 24' SQ. X 12GA TUBE Ln Q L11GIRT 24' SQ. X 14GA TUBE p ~ H HLLJ O m r .. co C. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. LATERAL BRACE 24' SQ. X 12GA TUBE IlleZ z 7. ALL ANCHORS TO BE A307 EQUIVALENT OR BtI I R. CONNECTOR SLEEVE 24' SQ. X 12GA TUBE z ' U z 8. ANCHORS TO BE INSTALLED PER MANUFACTURER'S REQ. CONNECTOR SPLICER 2" SQ. X 12GA TUBE O U w EXIST. CONCRETE SLAB F-- z ct U vii 0 LU IL 9. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH 3/4"0 X 7" EXPANSION/WEDGE BOLTS - Z Q g o SPECIFIED PER LOCAL CODE. ANCHOR'A' O z U PER ESR-2526 i D 10. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. OF 1 500 PSF. Q MIN. 4" po I I . CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 DAYS. __IN I'-O" ' EDGE DISTANCE N TRUSS CHORD t j'� X m (4)ANCHORS LU m u_ NO CONCRETE SLAB , FIRST GIRT °D m 4" THICK A — _ ED �..i. z - ii - - ! - - I pr II .: • " WNWV al OZ (i:•,_) O �J © 0 _ A o O Z m 1 2" #4 DOWELL @ 12 a 48" w 1- Z C/C INSERT W/ N Z Lu di 12„EPDXY 6” INTO #4 @ 14.. 0LL o 0 0 EXIST. CONC. 24 C/C :r' •• n • ,p I4.. (3) #5 REBARoo M CONT. TSB. I -6 p "I , �� "I 8 00 M SIDE WALL TURN O .0 DOWN FOOTING o o co q ExIST. SLAB FOUNDATION DETAILED m SCALE: 3/4" : I' (y `n H f� N 1 tn SEAL: , .ED PROFF ss Co �'�GIN�F'f' i� p 0 O O A O O O O il ____A AA 0 0 O 4150 I . I OREGON O gN1320 72'-I 0 1/2" �'9 P5 R 4LI ABVD FOUNDATION PLAN EXPIRES: 12/31/2019 SCALE: I/8" : I' DATE SIGNED: JUN 5 2018 L N- n 72'-0" N / / N / 9'-9" 5 SPACES @ I O'-G" CC = 52'-G" ,I 9'-9 / Qi m O N- O0 co 10 < z of < O mm 4:13- o z z z Y � U W z Q d U U=) O Q_ 1— Q LL ^/ 0 N O J O o N N 0 - O m N, L J U- _ m m — O N on 10 N Z_ Q 10 0 -J Z U } H 0 m W QI FW- m m ® O 0 B U 1111 HE IP / `Ip:l i n rnip III ��� u _ u . u / / 9-9 5 SPACES @ I O-6 CC = 5 2-G 9-9 72-0 © K, F- o0 r • FLOOD PLAN t SCALE: I/8" : I' N H f en N in IOk- Il q TRUSS CHORD Ik- TRUSS CHORD r�. seas: 4111 141 FIRST GIRT /90 PR0FFS \ ' PAIL (4) ANCHORS ��G I N FF,p /p 40 (4) ANGf10RS FIRST GIRT III III \' ANCHOR , • 4150 r 11� /0 24 X 24 X 4 ANGLE O' 4� AO A( 4 , O 0 11' 1" 11I `O FIRST GIRT \� 2Z" X 22"X 4" ANGLE \' �� RECON 2Z X 2z X 4 ANGLE O� -4/1413,20 4N 13 200 ANCHOR DETAIL ANCHOR DETAIL 9Rgti gg0PS ANCHOR DETAIL / C SCALE: I/2 : 1 U SCALE: I/2 : I o EXPIRES: 12/31/2019 NOTE: SEE SHEET 3 FOR ANCHOR TYPE 4-MEMBER PROPERTIES DATE SIGNED: JUN 5 2018 MEMBER PROPERTIESm TRUSS CHORD 24' SQ. X 12GA TUBE m - t` TRUSS WED 24" SQ. X 12GA TUBE U N TRUSS CHORD REINF. 2" SQ. X 1 2GA TUBE ROOF PURLIN _ _ LI: N- [� O BASE RAIL 24' SQ. X 12GA TUBE @ 36" C/C TYP. I ,I O Q Ln PEAK BRACE 24' SQ. X 1 2GA TUBE q, " /� ���. 12 a0 o n KNEE BRACE 24' SQ. X 12GA TUBE TRUSS CHORD �/ ` �, �3 5B Q CROSS BRACE 24' SQ. X I 4GA TUBE ...---0,...„ � �� _ `n cI 4:0- TRUSS WEB �, � -*\.../- .. I 0 O m GIRT 24' SQ. X 14GA TUBE '�_....%:..4./41111 -� __ 4 - �� - z o O LATERAL BRACE 24' SQ. X I 2GA TUBE V 6, 8'-0" © / 6" .\I. O 0 iii v H 11' 1117 CONNECTOR SLEEVE 24' SQ. X I 2GA TUBE O w w CONNECTOR SPLICER 2" SQ. X I 2GA TUBE (5) ROWS OF U Q U co SHEATHING FASTENER SCHEDULE INTERIOR CHORD LATERAL BRACES NI z L1_ 1 KNEE BRACE - O LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE REINF. 48" LG 1 Fil H I I U SPACING 6" CC MIN. I 4" CC 8" CC ---- O Il._I N FASTENER TYPE: # I 2xI" SELF-DRILL SCREWS TRUSS WEB 0 c-PJ N (ESR-2196) W/ NEOPRENE/STEEL WASHERLE SIDE WALL GIRT % TRUSS CHORD N N- - 00 O @ 40" C/G 2" STRAP BRACES. N MAX TYP. , - _ I (2) SETS EA. FRAME °� 4 1N 5 B 4 z Q r-.11 2 9, z } 35'-7" FRAME O/O 5B e v H z CO / 36' O" BLDG. O/O Z w di w Q Q H O cI o 0 0 0 FRAME SECTION SCALE: 3/1 G" : 1' 00 M „j 52 Lf) 4 -• c O TRUSS WEBS I C u' WEB N . MAIN FRAME ` TRUSS CHORD 11.,,r, MEMBERS "' %it." I PURLIN/GIRT ` SEAL: �� .ED PROFF \�. GINF `r>0 2"X2"X2"X I 2GA. 1/2 18L I F W/ (4) RETURN I TRUSS 4150 r- #I 2X1" - #I2X1" SDSI a, 1/2" 0 CHORD 1/8r RETURN 4 , i OREGON TYP. WELD DETAIL TYP. FRAME DETAIL $ J4N. 13,200° ' TYP. CONNECTION DETAIL SCALE: NTS SCALE: I/2" : I' -9,Qq�� ABU.tPS SCALE: 1/2" : I EXPIRES: 12/31/2019 DATE SIGNED: JUN 5 2018 U N 29GA. CORRUGATED GALV. P i PURLIN U Nm - N U_ 111111.1%/44014 30 _ -0I Q co O 0 Q Q7 'F . 3/4„ ▪ O uil In In if *'� Lf Q (` H ® Om ~ 7 O m 4"X6" I2GA.! -411 /1/ 0 o Z z PLATE WI. (I 0) / 1'-0" w Y _ #12X1" SCREWS AS '� '� U O w w SHOWN. TYP. E.S. TRUSS CHORD _ _ \-. 3'O"LG CONNECTOR �� CL U CO �SPLICER W/TOTAL TRUSS r�1PO4, 11,1 o F. TOTAL (2) 5/8"0 BOLTS -57N (24) I/4 SDS WEB OJ W/WASHERS t NUTSBASE TUBE Oo W(4) ANCHORS N KNEE BRACE N+ 11,111 22" X 2z' X 4" N GIRT @ 40 L 2 1/2"X2 ANGLE 4 O •INTERIOR CHORD REINF. . \ C/C MAX. 1/2"XI/4" E.S. 0 IL m Q4'-0"LG W/TOTAL(12) 1/4"SDS WELD TO BASE / l��WI' FIRST GIRT N / .. .. z ANCHOR(4) :c-It �' lAo' 4' BASE DETAIL co 9_1-i o SCALE: I/2" : I' © 0 Z � C� m FRAME DETAIL 0 z SCALE: I/2" : W Q Q H O ca 0 0 0 00 M 6"X4"X 12GA. PLATE W/. IIIx N. CO (I 0) I/4"XI" SDS AS �� : r SHOWN E.S. TRUSS LEG .. O o I o�-e' NclFw \1411001 � IN ' t,6,-s- GIRT en CV �, _...I.III'I t 6''(2) 374 .... HRUBOLT W/_�� } g' -TS 2"'jllQil!111-IIIIIIMIIIIftm1I 1� SEAL: WASHER/NUTS�\ L rI 2GA. CONNECTOR I', 2"XI SI FFVF 14GA. STRAP W/ . (0) #1 2X I" SDS AS • . . . . . . 4\. • • ,.p PROF SHOWN. (2) AT A. FSS, �4 @ 3"=42" �6"ir 14 @ 3"=42" TRUSS COL. �G N FF >O (28) 1/4"X I SDS TO EA. MEMBER. PEAK DETAIL '' 4150 r TOTAL (50) © STRAP DETAIL SCALE: I/2" : 1' 4 f SCALE: 1/2" : I' _ •REGON JAiN 13,2��� ‹li� 5 9''4Li AB'J ' EXPIRES: 12/31/2019 DATE SIGNED: JUN 5 2018 I, s'-9" t 5 SPACES @ I 0'-6" CC = 52'-6" 19' 9" if/ TRUSS BOTTOM PURLIN— / CHORD 6"X6"X 12GA. PLATE —1 m �� W/ (9)4"X I" TEKS = co Q t` GABLE BRACE '/ 410- SDS AS SHOWN Um W t\ O f — U A. TS 24 SQ. c -03- TRUSS �_/ ���/ , of. 14GA. CROSS co in Q POSTS ■ �_ BRACE MMBRW. I1r o ~ Z ozYH0 W WFIRSTGIRT / o LL a U c=n 72'-0" ___1 o _1 RIGHT SIDE WALL FRAMING ° BRACE DETAIL, N SCALE: 1/8" : 1' SCALE: 3/4" : I' 9'-9" 5 SPACES @ 10-6" CC = 52'-6" 9'-9" W — ,L _o 9"X9"X 12GA. PLATE [� p Q N WI. rn(10) a"X I" TEKS _ —41m PURLIN�'1 II _II U II II I ( - 1 l II H II H Il` I SDS AS SHOWN J // II II II U H it » I E.S. z GABLE BRACE II U R Il U II \� f Q _H u U U u JI - - - -"-- -/- Nit r 0 '2_1 O o J Z v 71:- _ 44% CJ HCD mTRUSS-\K . ' ' . I . oZ ZPOSTS ■ ;:; TS 24" SQ. 14GA. I Z w w 0 / CROSS BRACE _ CC CC Q �J`'�� _ MEMBER O cn 0 0 0 0 K 00 rn FIRST GIRT __/_/ BRACE DETAIL0 x p o 00 rn 72'-0" 'I SCALE: 3/4" : I' — ig TRUSS -. O � Mo LEFT SIDE WALL FRAMING CHORD 5 0 °° SCALE: I/8" : I 10 N H 4., cn .0- 6"X9"X 12GA. PLATE 'I' III QED W/. (I 3) "X4 I" TEKS SDS AS SHOWN SEAL: MEMBER PROPERTIES TRUSS CHORD 24' SQ. X 12GA TUBE PROF `S TRUSS WEB 24" SQ. X I 2GA TUBE / ° TRUSS CHORD KEINE. 2" SQ. X I 2GA TUBE CROSS BRACE (</TS 2-a" SQ. 14GA. G�N F % F'P' BASE RAIL 24" SQ X I2GATUBE f°o MEMBER ' , 4150 PEAK BRACE 24' SQ. X I 2GA TUBE 111 �, , KNEE BRACE 2k" SQ. X 12GA TUBE A OREGON CROSS BRACE 24" SQ. X I 4GA TUBE PURLIN 24' SQ. X I 2GA TUBE � `�q . 13,2p0� co GIRT 24" SQ. X 14GA TUBE 9" 4Li ABv=SP LATERAL BRACE 24' SQ. X I 2GA TUBE BRACE DETAIL© CONNECTOR SLEEVE 24' SQ. X I 2GA TUBE SCALE: 3/4" : I' EXPIRES: 12/31/2019 CONNECTOR SPLICER 2" SQ. X I 2GA TUBE DATE SIGNED: JUN 5 2018 MEMBER PROPERTIES TRUSS CHORD 24' SQ. X 12GA TUBE n Lo TRUSS WEB 24" SQ. X 12GA TUBE • N TRUSS CHORD REINF. 2" SQ. X I 2GA TUBE N - •/••`• 12 3 BASE RAIL 24" SQ. X 12GA TUBE U c\1 i___ • PEAK BRACE 24' SQ. X I 2GA TUBE - m L J t• O . /— KNEE BRACE 24' SQ. X 1 2GA TUBE < Oe p (\ • CROSS BRACE 24' SQ. X 14GA TUBE p •-•ir - _/�•i�l _ ��I�_ ����•�• PURLIN 24' SQ. X I 2GA TUBE co ez - - / � !S� GIRT 24' SQ. X I 4GA TUBE N c� / v GABLE BRACE© /'O' \ LATERAL BRACE 24' SQ. X 12GA TUBE 0 ~ z Z m Q / CONNECTOR SLEEVE 24' SQ. X I 2GA TUBE — ~ o Z / CONNECTOR SPLICER 2" SQ. X I 2GA TUBE U w \W _ _ CL U U) <D Z0 U_ = = 4" X2" X IBGAFLAT CLIP. SECURE TO ROOF Q IMEMBER AND POST p J N W/(4) #12 TEKS SDS AS J / = SHOWN E.S. TOP OF CONC. / 2" X 2" X 2" X 18GA CLIP / � ANGLE E.S. SECURE TO 0 o- Q N POST AND ROOF WI (4) W N / #12 TEKS SDS TYP. r 0 - TOTAL (4) z 3G' O" Q (n FRONT END WALL FRAMING O w z SCALE: 3/1 6" : I' U HU m F— Z ROOF MEMBER DETAIL, z w Q SCALE: 3/4" : I' O CO 0 0 0 • • I2 2" X2" X2" X IBGACLIP .,-<'� C\\ 00 M 3 ANGLE E.S. SECURE TO o N 2 ./. PEAK BRACE AND GABLE \ci BRACEW/ (4) #12TEKS "SDS AS S -ABLE BRACE 4 0 GABLE BRACE It '\ PEAKBRACE OF NEXT FRAME SEAL: D END WALL VERTICAL POST co ABOVE GABLE HEADER ��ED PROFFS - \ / 2" X 2" X 2"X 18GA CLIPiii SCD• /\ I N EFS s pm _ / , ANGLE E.S. SECURE TO ' 7 A 150 r TOP OF CONC. / POST AND GABLE a HEADER W/ (4) #I2 i / \ TEKS SDS AS SHOWN �'EGON . . _z_._ •,O J4N 200` . _ ____ ___ / It. 21 13, 5� GABLE END HEADER 9R4L/ ABU=� ' REAR END WALL FRAMING SCALE: 3/16" : 1' TYP. GABLE BRACE DETAIL© EXPIRES: 12/31/2019 SCALE: 3/4" : I' DATE SIGNED: JUN 5 2018