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N A B 0 5AC D fE
<br />3/&SAC,RODS C
<br />AT INTER 5P4N5 �TYP1 I �j F�UnI_ 5PAC_E5 ,
<br />GIRT LINE 12 - -- -- LOW ROOF H IGW ROOF `
<br />T Ft
<br />1to
<br />T Y C} -••� 2 - I� _ ( Y E E DETAIL 1 B------- •��----�- 4
<br />1* ; ,.III SUES �' 1U�
<br />{TYP.)
<br />.V I A 4-- 3/4" 0 H • S.
<br />-- 1W1oj21 i ''.9 iWI0x21 , ��- ,�, Y,10x21 I WIOx21 W W12 W10 WI
<br />I I I a r I� -}BOLTS o
<br />1 I Coy• 1
<br />-n T ,�-� ^n W to O �.I 4 W21 T.O._S. EL.121.42
<br />" 1
<br />WIQ1k115 W10ik115 I W10•21 ( WIOx11.5 RAFTER W12 !w21 .�L.12t.42 I�-
<br />WIO T.O.S. EL._121.50 -
<br />O I- 2 I- 210
<br />�----O E L. i 2 i .42 -
<br />. SEE VE IL X '
<br />;h�'< <�L r 5/t3"TH. PL. T.6� B. I S /4"ERE TION
<br />CD ! k C`�� 6. '�40 ,A 1 m�"� �9; - - - (PQovtDE 'P� T10N I
<br />DO D O x to .1t D0.
<br />CLIEAhNCE T - CLEARANCE
<br />0 �. T O• S. EL. 112 1.50 TO $ EL. 121.42
<br />- "
<br />-o 3 3 J�9' �4-3;�� I5/B TH. PL. T.13.
<br />Wt4x 11.5 DO. DO D0. ��- / 0 H. S. - -
<br />- - --� BOLTS {2 EA SIDE1 y s;OQOVIDI!.. Et21ECTlaN OLi"cpRdNCL)
<br />WIox21 _ * I �. 2-3i4 0
<br />I K S. BOLTS
<br />. A
<br />I
<br />W10 '
<br />PvR1_I N 12" GIRT LINE
<br />L3`A3 x5/16'
<br />1` __�Z16'TH. PL
<br />OUTRIGGEZ
<br />W 12
<br />1/4
<br />W Oxll5 WlOxll.S WIOxl1.5 4-3/4"OH.S. DETAIL �9
<br />_ - - - _.
<br />O - �_ 3 8 - 3/_4"_� _H_S._BOLT3
<br />5
<br />W 10 _ i, F' 4 - T. e - B. SCALE. 3/4"-ILO"
<br />a. \' z_jvNi WIO.21 u W10a21 W10x21 WIOx2t �f /6 TH. 8 8
<br />0 ED x' <�m �� SEE DErai� I�! SrtFF. PL.
<br />4l uWm m THIS SHEET
<br />m
<br />+ x ZO WIOxII5 M Woo, WIOx115 WIox11.5 �" PLAN Y4
<br />a ELEVATION
<br />W '�
<br />f` W'Z C N `
<br />DETAIL 16
<br />J V 2 N DO - DO• DO E SCALE: , I I- O TOr-
<br />3 � . Wt0 x t o 3�, , � C�stRT LIIV E O.5• EL. TDB ,
<br />1�f i + - WIO%ii s _ _ - TY��
<br />SEE DET AIL 17 V�3
<br />C 2THIS SHE ET ��cv � �W10 I DO Do DoDo. 3 -
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<br />DETAtL 19 ---'� ,' I SE_� nc TA11_ Zo �' �!d - L (O x 3 /2• SEE
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<br />/4 .. r _ IoK2 o• I WIO, 21 i WIOx 21 T W:ox21 ----1 - - r--- b I �; I s ,
<br />/8 To. �
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<br />2 L 3 x 3x 3/r, q AENO 1P1r. IT�iP FLOi,Ri . I {
<br />- -- TN IS 5HE F- r____ 3/B'� 0 SAG ROD �{ 1 '� W IO _ 11
<br />L5TJP Ls) TYP ��� P.� F' 1 N , i TYP.1 rL 4-3✓4"0 H_S. BOI.rS- = PURLIN .. _: \\ 2_ 3/4 boLTS
<br />D _ `LOW ZOJ � � L�� -n ��I aN IZOOF) W8 -3
<br />2 E A. SIDE 4_ /4" 0 c
<br />C01.. H.S. BOLTS
<br />QOOf= PLAN W10 f ; w1� coL
<br />,- scale � �g� - I'- o" ----- • ,
<br />DeTA I L 20 ..lit
<br />r" I P_, LAN ELEVATION .. It I r
<br />FULL 5 ; QENC2rN `_ DETAIL 17
<br />- f-124M E SCALE: I = I4''
<br />W�L0 � � 40-0 _ -0
<br />,W 14 x 21 201r0
<br />u •
<br />Wlo 9 - I' 0. 2C- T ,1 STRUCTURAL STEEL
<br />r- _` _ EEL NOTES
<br />f E---= '� _-'-� 1 ►-- _-.. I��•4 16 x45 25.4 22.4 IW16 x 451 22.4I _ 1N KIPS (TYpr '
<br />`` / 1 ,
<br />- i 1 .;�. ALL STRUCTURES AND MISCELLANEOUS II�SN SNAL�t..SE:
<br />��-- --,
<br />DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE
<br />' - 27.I W x56 2 •I 3 4' -WITH A.I.S•C. "SPECIFICATION FOR DESIGN, I ABRICATJORl' '
<br />245 W 16 x45 24.5 - S_EE DETAIL -13 /8 STIFF. P � -�I W 1Q t
<br />_ _ A AND ERECTION OF aTRUCT. STEEL FOR BLDAS.- AND TITIE
<br />B-9052 1;A'�1D�� + PURLIN V�lOx21 # SPECIFICATION FOR THE ASSEMBLY." STRUCTURAL JOINTS
<br />� - o ,.
<br />Lr 9r I r= - TYP.� ' u 5 USING AST}III A 328 OR A 4l0,'�
<br />� 4----3 � � 27.1 W 16 x 5e 2 I E1 4• �B 0 H.S.5OLT5 F�, •
<br />o W I6 SD 4 3% 3Ti FF. 4' /� IJ.5._I ,�."'' }•, i
<br />- 3 . 4.5 / --'- 5bLT5 �'1 ,t. ALL STRUCTURAL STEEL DESIGNED � IN ACCORDANCE WITH �'
<br />2 tA.; 510E . i ,' LA. 310e
<br />d PC W IOx 21 C2 RQ • 51pE�' ABOVE A.I.S.C. SPECIFICATIONS, TYPE I •ENO TYPE II
<br />. TY� CONSTRUCTION. `
<br />-W16 x 36 _ _1.5 7. I r0'16 x5 /4
<br />{ PC. 5(ox175 7 3. -SNOP CONNECTION'S SHOP WELDING. �-• '*'
<br />D E •TAIL i 5 � '_�-=-- _ _ _- • •
<br />2L 3x3>« %4 4. FIELD CONNECTIONS -SHALL BE HIGH STRENGTH (M.s.)I a ' ` •ai'= i
<br />III iI- 0r$ 5 WI6 x 36 i6.5 15.5 W16 x 31 f ,
<br />,�' I/ �'�' STEEL DOLTS: `
<br />N _ M r -'� r - `- 45° �4 dUSStT 4. CONNECTIONS OF BEAMS A GIRDERS
<br />' K
<br />U x X cv N a 2JL 3x'-3X WT Doi -IS jyP,j � T P TO COLUMNS.
<br />4 O p 3 1 S.5 W I6 x 36 I S. 5 3 15.5 W 16 x 31 1
<br />I 1 1 1 _ 6. CONNECTIONS OF ALL MEMBERS FORMI S PART '
<br />-I i3 /4 �• PC OF T•fP'1)t_1 LZf2 x2�2>I /4 = h ' OF ,THE SPACING SYSTEM OF THE STRUCTURE'
<br />19 5sxI7.26 t, r1 BRACING -N EXP. 5OLT�. INCLUDING MAIN MEMBERS USCD AS STRUTS OR ,
<br />EL•332.G IN BLK, WALL. TIES IN THIS UACIN4 SYSTEM.
<br />I wlox 21 1E3.5 wtsx36 ti8-5 ►5.5 w16x31 I .5 �_ - 1 ,r. •: �. :.
<br />x •� , T P C. SPLICES AND MONORAIL BEAM CONNECTIONS. -
<br />Y 4. OTHER CONNECTIONS SPECIFICALLY INDIC4TED ..,
<br />1Pr•5 w I(ON3(o i8.5 15-5 w16 x_ 31 15.5 __ �1 t .2 i - OM- Owes.
<br />_ - Sr.57 5 Y
<br />N f MONORAIL 4- 5/8'r R.S.
<br />SPACErc 3 F.1Kt'J 25
<br />x N 5LOC. K MONORAIL a wHER BRACING MEMBERS O HA
<br />i J SOLTS, 2 EA. SIDE E f111SE.R R HANGERS ARE RIVETED Old
<br />•, f g �1.3► SOL'tt`D' TO TNE� BOTTOM FLANGES OF BEAMS, BOLTS OR
<br />0 15.5 W16x31 15.5 4
<br />_ 19.4 16 x 36 .119.0 BOUTS &Ica-54v�• SECT. A- A RIVETS SHALL - BE PLACED SO THAT ONLY ONE BOLE Mj
<br />o SUP O[� SCox�17. 1 OCCURS IN ANY CROSS• SECTION OF THE BEAM, UNLESS
<br />`, T +✓A .. - - ' SliPp41t T• OTHERWISE SHOWN.
<br />• ------ MONDI�AIIr
<br />Z- =0x?I--_--• _•q T21.2 W160ra v 19.4 WI6x36 19.4-
<br />4 ,e• GUSSET PLATES SHALL HAVE A MINIMUM THICKNESS tom' 5l1e.4. y
<br />1
<br />41
<br />7. ALL COMMECTIO163 SHALL BE DESIGNED FOR THE MIN.
<br />LOADS RIVEN UNDER "FRAMED BEA11A CpNNECTl4N9" [N
<br />11 ' T 4 P FLOOR PLAN TABLE I OF THE A.I.S.C. SPECIFICATIONS OR LOADS SHOWN ON
<br />T 0 S. EL 121 50 { Y Y P ) + 20 - O _ I THE PLANS WHICHEVER IS GREATER. "•
<br />�f •C .S CL - 121. 42 (EX CEPT AS SHOWN) r
<br />C5C�+LE' /�
<br />NC�IE
<br />C] t T A L. 1
<br />FC)t,- D SKIS LOADS 3/41� z rl� Dlt�
<br />E U
<br />SEE NOTE q- t7wG- �- 9444 _ 'SCOTT PAPER COMPANY
<br />' NORTHWEST OPERATIONS '
<br />- DESIGNED J • P. - H A E N' A t'1i D SAWYER r►Itl� wwr . ,
<br />G .,T T1 ISSUE 9 73 rpc, .E.G,. r .
<br />r ` � r _ DRAWN_ - .. SLUDIG� pV�P �TATt�iwJ
<br />_ ENGINEERS
<br />4 -2.; 7t; S. - - r` • ,,,R• SY12UGTUQAL STF.eL
<br />L FOP 4rDNTRACTGIZS ESTIMATE -�I-78 REH - CHECKED A,A.G•
<br />� f � _` 3b0L,EXIN070�AVE. r, �"� .
<br />2 2 �3 7 8 H s• ka I+ IEW YOR K• NE,1MIi YORK 10017 +ss r•. s,a:cr eR,c►.x.►• rio, -
<br />APPROVED Q • A • p N {: EV. PHSE I) SSL &SEC. TREAT. , Q�.d
<br />1 UE • REVISIO ATE BY ISSUE REVISION ~ BATE BY + 8_ O, 7 x
<br />H �. ` �- >`- • - t _ a, 1 SFC4 WVi I+�,. No. - D753+411
<br />� 7 J ♦ .4.. �- . ' ~ i i � . - - r � � 1 1 .. 1 , . r ,4 .v , rr '� .:.. ' r .. � �. ' r ` ".
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