HomeMy WebLinkAbout0444.97.9EX15TIN& STEEL J01515
EXISTING STEEL BEAM5
4 GOLUMN5 TO REMAIN
301-09
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50T./ PLATE
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— EXISTING 5TEEL BEAMS
I COLUI`-fN5 TO REMAIN
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61
Tl.--,) 4" x 41 x i/4"
10" 314" 4 - 3/4" W
10" x 0'-10" x 1/4"
G2
T5 612 / 61, x 3111b,
12�" 3/4" 4 3/4" �V
12" :, x 1/4"
C, 3
T5 1" X -7' f 3`16°
I X i'- I" X 3/4" 4 5/4" (P
13" x I' -I" x 1/4
T5 4" x 4 K 3/b"
10" -10' -.e 3/4- i 4 3/4'4 0
10" x O' --10" x 1/4"
ANc7LE b"x6"x5/ib" GONT
SEE I` ETAIL 71,152:1
AA AB AG AD
AREA "B" -X AREA "A"
MATCH
LINE
LEGEND
#
NEW 6,1�.)LUMN LINE
LL
4�oPPORT BEAM a FX151-
CCOLUMN A5 ReOUIRFrl.
VERIFY N/ ENCINEER
EXI5TIN6 5TEEL BEAM
ANGLES 6"x3 1/2->(5/lb" L1V
kNIELD TO EX15T. STEEL r-3FAM
4 TOP CHORI? OF E>,I5T-,
5T-EEL J015T
AWILE-5 3"X3.kl/4" FOR BEAM EIZAGIW-7 HELP TO 6"x3 1/2"
ANGLE. 5EE DETAIL 14/52/1
ANGLE 6*x6"x5 /I6" CONT,
' -F UETAIL '7152.1
AN6LE5 3"x3"xi/4" TO cAPPORT CONT 6`x6.
ANGLE. WELD 170 EAc, H EX15T. JOIST. 5P^(-,E'A T-
A MAX. OF INHERE PARALLEL TO
%)PPORTIN67 MEI`, > � SEE DETAIL T/52.1
ANGLE 3'x3*xI/4"'CONT. HELD 10 EA(-,H ---
5TEEL J015T. 5EE 5E6TION 5/A4.i
ANGLES 3`x3"xI14" FOR BEAM BRACING.
5EE DETAIL ,1/52.1 i 5ErTION3/A4.I
I
11 GENERAL NOTES
I. ALL DEMEN51ON5 5HCW,44 PERTAINING TO EX15TIN&
GONIXTIONS SHALL BE VERIFIED IN THE FIELD.
2. IN THE CA5E Of-- ANY D15GREPENC.,IE5 BET?*EN THE
V>R"4IN&5 AND THE EXISTING CONVITION5, THE
ARC'HITEGT SHALL BE NOTIFIED IMMEDIATELY.
3. ALL BEAM!., SHALL CONFORM TO A5TM A36.
4. ALL 5TIER TLI43E COLUMN SHALL GONFORM 70
TO A5-TM A500, C-ARAr?E -5--
5. PROVIDE HOPIZ/)NTA5L- ER1061W-y IN AC<,OF217AW-E
WITH c--w-ii 5PECIFIC.ATION5
6. DE516N LOADS:
LIVE LOAD: 30 P5F
DEAD LOAD 15 P5F
NINE) LOAD; 15 P5F
(HORIZONTAL)
LOAD- OAV, 32 P5F
(,V/Ep�
- TICAL)
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10'-1 3/6"
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EX15TIN6 5TEEL BEAM5
(,OLUMN5 TO REMAIN 4'-3'
Hlbx26 K/ 1/*'x 11 1/2' FE
301-00 E30T./ PLATE I0'-I 318"
Nl8x4b N 1/4" x it 1/2" IE
BOTJ PLATE 10'-1 3/50
�� FRAMING PLAN AREA "A'-'
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5CALE: 116" = I'-C"
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