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,*-11 (01-0
111/2' EXPANSION JOINT --- i:
1 1 0, S.E. 1 , I/ /
2
� --- - --- - - NOTE SPACING
t*-1,41N ROOF
5 TWN. GRIDS C 4 D
BENT PLATE '/a W/ D1,4'1-1. X ro'
HEADED ANCHORS I'll O.C.
STEEL 5E,4t--,1, 1101, f
SEE PLAN FOR
COMPOSITE STEEL SEAM
SEE I=L,4N FOR SIZE
NOTE: 5E,4'115 SLOPE ........
STIFF PL 1,4 48- O.G. MAX.
5TLLN. GRIDS 5.3-C,
2' -2"
3/4° =1' -0" 5411 /
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EXT. WALL LINE
1'1/2' EXPANSION JOINT
41/2,
2-L&X3`12X318 FOR LATERAL
STEEL 5EA�,'!
SUPPORT OF 6
MAIN ROOF +42'-7'
4 NOT 57UJN. GRIDS C; DO NO WELD OR BOLT TO
BEX-11 UJE5 1
1,-1E7,-AL ROOF !:)EC<
71,16 +42'-01/2'
T/5+41'-51/2
4/1
- - - - - - - - - -
1/4
COPE 5E AM
SLOTTED FL314X5X1'-ro
BEAM SEAT
STEEL SEAM SEE
f=L,4N FOR SiZE
STIFFENED SEAT CONN. t"101-ENT CONNECTiO\,,,I
W1 SLIDE BEARING 4SSEt-1,5L*i' 2' -2" SEE DE-I`A!"15 ON 6405
DESIGNED TO ALLOW
MOVEMENT iN EAST -WEST
DIRECTION
E,1 O'
3/41 -0"
NOTE: CONTIN. BENT
SLOPING STEEL 5EAMS-----" CAI= 1=L31aXroXro
;,::DLI-4 NOT 6�40WN FOR
SEE PLAN FOR SIZE
CLARIT`�'. PROVIDE MISC.
SUPPORT 471 CORNERS %
1 /6 +ro 1, - ra
W
STIFF F:DI-3/a Y 1/2 5EAM -PLATE -11=LATE CONN.
STEEL SEAM SEE
AT CORNER COLUMNS
DEf=TH EACH SIDE
f=L,4N FOR SIZE
CONN. FOR 5I-Of=E1)/
SKEWED NIP RIDGE
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4-34' E)1,4- S.C. BOLTS
TS4X4X114 KNEE BRACES
p
L'I'FER ROOF +56,-0,
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F
TRANSFER ER 5E,41-1
LU/ STIFF PL' /4 E,4c,I-4 SIDE
3/4" =1' -0'
STEEL JOIST SEE
F"14N FOR SIZE
0
C,0=1E BEAM FOR
SLOTTED f=-131�X5XI'-ro
L 5EXII-1 SEAT
JOIST GIRDER - SEE
FLAN FOR SIZE
GONTiN. L3X3X' �.
ll,,e L
I Ui110 STEEL BEAM
SEE f=L,4N FOR SIZE
J/ !
GL I, L
L3/3X1/4 VERTICALS
AT 45' O.C.
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CLIP L
UJ110 STEEL 5EX-1
SEE PLAN FOR SIZE
M 2 m
a
3/14 Do =4
C,,4f' FL,46"ING SEE
100K
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0
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ri
SCREEN UJAL!
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WA-'L PANEL - UJALCON
IR-ro OR APPROVED
EQUAL. PROVIDE
,47 TACHI-1ENT6, ETC.
FOR A COt-1f=LETE S-T'STEI-1
INSULATED GLAZING 5`r'5TEt-'
SEE ARCS!. DLJG6. 4-44
CCN71N- L3X3x1/4
BUILT -UP !N51,14 4/7!ON
AND ROOFING -SEE
-COPE 50770�, FLANGE OF SEC71ON15
SLOPING AND EXTEND
SHEAR CONN. FOR t'!!N. 112' C)5L T/,5L,45+42'-0" Of=C
1001/
,,` ANGLES -7/1)EC<+42'--1'
100 "12 WIDE Rib METAL ROOF DECK
12 0 N,
.4
-3/4 ° -1'-0'
11-06
STEEL BEAM - SEE
FLAN FOR SIZE
STEEL SEE
T/5 +ro 0
PLAN FOR SIZE
Cu7L!NE 0-
10; -
4-
'N7ER COPE 5SEAMS !=OR BOLTED
6E,47 CONN. ON SPANDREL
CONTIN. E3r=N7 =,L',4
if 1
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4
KICKERS AT EEA, BEAM
70 PRE VENT R01`4710N FROM
W`ND E3R,,4CE OFF 507770t-1 FLANGE
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