|
a 1
<br />.1
<br />M W"
<br />- I
<br />1
<br />1 •r
<br />E l D C B A `4, 3 2 '
<br />I u SEE DETAIL-6
<br />1 -�-8 9- DWG --9 - yC51�
<br />:2 - 0 SEE DETAIL- 5
<br />�61'811 (TVP.� - T-r DWG. B-90511 t� SEE DETAIL -4 , 2 3 4
<br />(TYP.)
<br />DW6-'s -9051
<br />wr
<br />--'- I r 4 w►2�36 x 6 SEE DETAIL-
<br />1 5 ,
<br />DWd. 8 -9051
<br />EL. 134.75 --�--- wio wg 0 3 �� EL.134.T5 SEE DETAIL - 6 18` -��'
<br />WpRK - /$ -t SAG T.0-S.EL.121•54) SEE DETAIL 12
<br />owe. 8-9051 (TYP•)
<br />`ROO �TYP) DWG. B-9052 L3 x 3x 5ng SEE DETI- 4
<br />`�T.O•S. Frr. I.7.93 ��! 1 3/B"0 SAG ROD [OUT RIGGER (TYP.) C DWG.8.9051
<br />E DeTAIL 1 j
<br />SEE DETAIL -8 (TYP.) SE
<br />I II -- DWG. B -9QS2 �f 2. 7B �4W SEE DETAIL 13 'z 2 IC ' 4oDwG B-9052 -- / III
<br />-
<br />QD
<br />_ wto (z1 - - EL.121.42 ex8.5
<br />EL- 121.42 W to E�1121 42 W21,� 9
<br />- (T.0 S j_ T o <,��; 2S, �_� g0�i M 8xB5� 0} �• M 8�8.5 (WORK PT1No2} x x _ MC8x8.5 �' t I MC8x8.'S .a
<br />WIG _ w fi 2 C 2 1 Mc MGB 8.5 rtEL.IIS �TYP) C8>s85 - ----.- -
<br />- Y 1. V n 1. -� 6.-OIL g•_ OI/ ,� MCB� .- �T w. 12�� �~ I x8 I in MC8x8.
<br />3/6 ' 0 SAG ROD MCt3R8.5 0 � , I MG8x8.5 _� a �
<br />TYP.) - - - _"; MC8x85a .- MCt3 8.5MC6K8. - M , - ao 1 1 r s h cv m N 1 ,, I : 1 N
<br />vi N
<br />a ;r, N _ a - ► ao N iYl , is >< r "� M C 8 ; �2-9 ; 7 7 /2 x >< M.�B x 8."� .. ao o 3, - 6_ I 7_ 3 N
<br />" tl _2 ar MC 8 x 8.5 3 fr� ;�_ _ --- - 1 cV
<br />N 3 25WT�x2i 5 �TRUTSO Z`�IArT 7x 21.5 7RU1 Or"' 25 'LWT7�21 5 SLR�T\ O" ��-- 3 to - 3 EL.i�0.50 3 _BL.ItQ.88+
<br />_ EL 110 5B �3` - - EL.110.50 �,, 3 I
<br />.I (TpP. OF CURB) RASE OIL
<br />(SOT OF BASE PL) I �
<br />SEE DETAIL:-2 A-
<br />+ 1 I I N I I - - .._ I 1 --_ _... _� ._ _ owe. 8 - 9051 I �...,_ _ ... _ ._ _ _-..._.1 r L.
<br />1 11 N 7 - 0 ' /'-3" 2'-�A I! I
<br />2-0 FUTURE 3 0 �; r r
<br />LOOSE
<br />.
<br />' SEE OETAI'_ 21 , LOOSE _I_ -, It 30 0 4. FUTURE 301t 0 L 3 x 3 /4 i
<br />L3x3xl/4 L3%2K31/Zxt/4 �� TU15 5WEEj L3x3� /4
<br />LOOSE (CONT•) BRACING (TYP.) C- EL 119.00 - 2 0 S E DETa�L -Z -
<br />(CONT.)
<br />9EE DETAIL - I DV!Q. 8 -9051- sEE DETAIL - 3
<br />NORTH ELEVATON EAST• ELEVATION owo.13-�a61 WEST ELEVATION' DWG. a-9os1
<br />FRAME E F'RAME A
<br />. :.
<br />1 2 �• 4 J -#01.
<br />A 8 C D E SEE DETAIL - 5
<br />18, w DWO. 8 -9051
<br />SEE DETAIL-6 ----- '-- .. ----=7 fi
<br />. I i ITYP.IM I •�
<br />i rr DWd. B -905t
<br />� P. # ,
<br />(T P•) C ) +5 9EE QETAI� - 9
<br />' W2x3 W� x3s Owe.-
<br />-75 {
<br />T.O.S. EL . 121.50
<br />WIG OR WIO x x -
<br />1 li T.C�.S EL .1'34-. 83 ;� L
<br />3_ /2 x 4 N t
<br />L_ /2-_x 3 _ _ � _ I SEE RETAIL 13 I � i r , .• .
<br />BRACING (TYP.) - - +�� 3 I SEE _pETAI�. 8_ ' ' -
<br />_. I OwG e- 9452 N ( f
<br />\ - I ti II -- , I _UWG. B - e0S2
<br />K `
<br />3 BRACING (TYR) I
<br />x4 EL. i21.42
<br />EL. 121.42 _ w wL_121.42 W.-+, a �'
<br />(WORK PT No-2) omC8xfi5�`-� �, Mr"6A5-�• 'r ?S� ^ �`'SOFK (T0 $ }-
<br />1 1 L r Y� � % � "• .�
<br />6-61 2� T -- �/ iul� ` W16 L 1 w }
<br />TYP) I MC818.5 MC8x13.5 a� SEE DETAIL- T � _ ----
<br />_ SE E OETAI - 2 ='K
<br />DO MC6R8.5 _ ,
<br />_ h 3� Dwe. B - 9052 owa. a • sosl • f
<br />n '
<br />t 1K f
<br />cv K 5�`r� K O rJN �5WT 7x 21 5 STRUT rJ�„i ,,5��►� WT 7,� 2i STRUT ! L .11�. �,�Q �+ W
<br />EL.Ito .56 z �I - - 1
<br />3 3 21 c , .••• �-- - _ 2 Z 13-- - Q 3 3 --- -- ,
<br />(50T. OFUSE PL-) �- -p --�t-roP c e�
<br />($Q"f'. OF IBASIE �I:.) .. ,,t•
<br />1. __ .._ _. _ •- _ - __ ...r _... L _ ._ - R • . t
<br />�a 81-6"
<br />v 5EE Dr,TO;L 21 �N-01 I'-611 ..- BRACING
<br />TN I S SHEET. 3'0 EL. I14.00 (TYP.� SEE DETAIL 1 , .
<br />�--- -- D W 8 @ - 90 51 1
<br />LOOSE J�. 3/8,. _0_-SAG ROD N C „ '
<br />L3x3x I/a TYP) ' SECTICI�AL EL .EVATION
<br />{ SOUTH ELEVATION wT7
<br />A � A s, %
<br />F C
<br />1
<br />MC 8 DOOR- I'RAmF__
<br />t.,
<br />a g- f,� 1I112
<br />o
<br />%2" �-ra
<br />r p
<br />ioa
<br />hk
<br />SIDI►-1G Jd.M F5 OR I~IEA0
<br />DETAIL 21
<br />4
<br />A
<br />CCNSTPUCTION ISSUE
<br />G-9-78
<br />FPC
<br />0 - e .
<br />-iB-78
<br />(LIE11•I
<br />2
<br />FOR CONT-RACTGRE, &STIMATE
<br />'� 31-78
<br />K 14
<br />I
<br />Q.-B. E ISSUE - -~
<br />2-28-78
<br />R.H•
<br />ISSUE
<br />REVISION
<br />t DATE
<br />BY
<br />ISSUE
<br />REVISION
<br />DATE
<br />BY
<br />r
<br />-
<br />NOTES',
<br />-
<br />'
<br />1 _'
<br />I. FOR 9 TRUCTURAL STEEL NOTES, SEE DING. 19 - 8049
<br />' w
<br />' -
<br />2. DIAGONAL BRACING CONNECTIONS SHALL. BE
<br />ti -
<br />DESIGNED FOR REACTIONS INDICATED
<br />;.. 25.010 s TENSION
<br />•
<br />..t.
<br />- 21.011 COMPRESSION
<br />y
<br />MINIIMUM CONNECTIONS FOR ALL BRACING SHALL
<br />BE2: - 3/4"e N.S. BOLTS.
<br />-
<br />` 3, HOLD OFF INSTALLATION OF SIDING 9 BRAcES
<br />v
<br />r
<br />IN ONE BAY UNTIL POLYMER TANKS NAVES
<br />1 ,
<br />I&SE4 INSTALLED
<br />'
<br />SCOTT PAPER COMPANY
<br />NORTHWEST OPERATIONS
<br />WAMIFIGTOfi
<br />HAZEN -AND. SAWYER��IQ
<br />DESIGNED
<br />'
<br />SLUM& PUMP ,6t,%T 109
<br />�. B.
<br />iNGIN EERS
<br />,.
<br />*�
<br />5TQl �TURA�. = STEEL
<br />i r
<br />DRAWN
<br />CHECKED �ify .G ..
<br />380 I~E]ttNGTON AVE.
<br />; ,,
<br />- jl�'�I
<br />T
<br />i
<br />APPROVED -'a •
<br />_
<br />•E•
<br />!'AR ER
<br />N►tly PORK. NI-cyY Y�7RK t 0017 r
<br />_,
<br />t y
<br />.ww•
<br />."o°rw'
<br />EV. PHSE 11 SSL & SEC. TREAT.
<br />aa,►wes+v rya
<br />�- 9o5Q
<br />+ssv�
<br />A
<br />• ` � 1
<br />/x'
<br />-`SPCA
<br />Du► I:
<br />N0D7&341-
<br />� ' , � •� is , - � J y -' i • . -'` � a . �.. . - r.,, � �. ; ..�. yt_rr� -i� � yR' � � _
<br />,..,jj'F�p�•,`,A � ,` 7 � �-�� ll •�,� - 3 � - - " - ,� • ~ � � � 5�^��,LI�1 tiflbC�.'i�-
<br />• 'yL - y: - - - - „�:. t. .d.. ��:. ..(al .1Ht•. .•1�.1�:aS�•^t.�..j2�..':�vwA+w .7<:,:� ti,x•...IWIIr,�.w.i.�d-.we+%+,I�a1_•�';�dt► •-... _:. .'A .. .:_a•._,. '�•i• -
<br />is 1.1,
<br />i r, f
<br />
|