13-748-040'J/T.O. ILI
i i i -
SIZE 4 REINFORCING,
i '� i r - x�►t�aa
AN014OR UPLIFT 5RACIN&/BRIV(91N& TO
♦ LON& EXPANSION BOLT
a e)" MASONRY MLL REFER TO MASONRY NOTE ON 5-2 FOR
i I i VERTICAL &ROUT TYPICAL
CENTER
/I
- I
To SCHEDULE FOR 517E AND
REINFORCINC7.
Rm "4
.r. r ihi-
9,48 . I1 - ON
rW TO
NI
bl
--RMINATE ALL VERTICAL REINFORCIN& Yi" -to- HOOK
i CONC. i `i ► BENO
AT ALL i ' INTERSECTIONS,
rI OUT ADDITIONAL REINFORICIN15 FROM
TIE BEAM AS PER MASONRY NOTE # I ON
i
T 0 JOISTS
CONT, WELD I. JOISTS EACH
HEADED
TA
PLACE CAVITY GAP IN LOWER
BLOCK 4 FILL SOLID W/ GROUT
9,41 = It. OR
s I - i - :-rl►. ► - r
iiM
i
I /2" = 11 — ®11
TO NEAREST PANEL POINT
ON TOP CHORD 3 1IIo""
RM
�,. yam. i .-. i J►„
BEAM REFER TO ROOF PLAN I BAR JOIST 42 1/2 X 2 1/21 X 1/4 EAC44 SIDE
3 FOR 512E 4 LOCATION 42 1/2 X 2 1/2 X t/4 ES. LOGATIoN OF TO NEAREST PANEL POINT ON
CONCENTRATED BOTTOM CHORD
LOAD
r
$EAV
100 1-55,0 BOTTOM CHORD
5 "X5 "XI /4" STEEL ANGLE FULLY
2Xb 4 2x4 FILLER STEEL
AOL.
TY'�'. aTrEEL. 5i'� 70
a
..JC 157 ST 1 r ENE c I>�TA I L.
O.C.
COL. W/ HILTI PINS 1� 12" . (DN62P8
ksV
✓` YHE TO COLUMN
&
�
0.1450) TYPICAL AT ALL GONRNERS
3�4`
3 X 3 X 1/4 STEEL2�rSUPPORTING
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METAL DECK
JL2 -4' X 4' X 3/$' STEEL ANGLE BACK TO BACK ON
EACH SIDES FULLY WELDED TO STEEL BM (TOTAL
OF 4) W/ (P -3/4 ®a (A -325) THRU- BOLTS, (TYPICAL)
J L
3/8" STIFFENER AT EACH 51PE 4 X 4 X v4 X f$ STEEL ANGLES
FULLY L �IWELDED�TTO *EMBEDD PLATE
(TOTAL OF FOUR TYPIGALJ TA
PROVIDE 2X2X)'4 STEEL LE AT THE
4
G SPLICE LOCATION WITH 6 " LAP
°
ON EACH SIDES FULLY WELDED
ro
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a
i
I /2" = 11 — ®11
TO NEAREST PANEL POINT
ON TOP CHORD 3 1IIo""
RM
�,. yam. i .-. i J►„
BEAM REFER TO ROOF PLAN I BAR JOIST 42 1/2 X 2 1/21 X 1/4 EAC44 SIDE
3 FOR 512E 4 LOCATION 42 1/2 X 2 1/2 X t/4 ES. LOGATIoN OF TO NEAREST PANEL POINT ON
CONCENTRATED BOTTOM CHORD
LOAD
r
PLATE FULLY WELDED TO STEEL BM 4 COLUMN
100 1-55,0 BOTTOM CHORD
5 "X5 "XI /4" STEEL ANGLE FULLY
2Xb 4 2x4 FILLER STEEL
AOL.
TY'�'. aTrEEL. 5i'� 70
�T��L. 5�ol C ONN. : r=7A I L.
..JC 157 ST 1 r ENE c I>�TA I L.
O.C.
COL. W/ HILTI PINS 1� 12" . (DN62P8
ksV
✓` YHE TO COLUMN
&
�
0.1450) TYPICAL AT ALL GONRNERS
3�4`
1D..E_STIFFENER AT ALL
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\
1\,�n EEL COLUMN REFER TO
AM ING
JL2 -4' X 4' X 3/$' STEEL ANGLE BACK TO BACK ON
EACH SIDES FULLY WELDED TO STEEL BM (TOTAL
OF 4) W/ (P -3/4 ®a (A -325) THRU- BOLTS, (TYPICAL)
J L
3/8" STIFFENER AT EACH 51PE 4 X 4 X v4 X f$ STEEL ANGLES
FULLY L �IWELDED�TTO *EMBEDD PLATE
(TOTAL OF FOUR TYPIGALJ TA
I 6 1-O" (TYPICAL)
14X314 "XI4" EMBED PLATE W/ PLATE W/ 3/4'4, X (a' LONG
ING
1
4- 5/4 "4V X 10" LONG. NELSON kS a 4' O.G. ( ROWS)
WF BEAM REFER TO FRAM
PLAN ON 5-5 FOR SIZE 5TUD5 FULLY TO
/$il, EMBED PLATE. PROVIDE 4 # 3
1)2"
i GONG. COL REFER TO SCHEDULE TIES WITHIN STUDS, TYPICAL C® COL R TO
F LAT PLATE (A- 3E1)�OTTER ALL GO
5 "XB "XI /4" STEEL ANGLE 5,ETYMN STEEL JOISTS THRU THE COLUMN AND FULLY,... FOR SIZE 4 REINFORCING ROOF PLAN 4 SCHEDULE
AT EACH 51DE OF STEEL TUBE (T 4 B) FULLY WELDED TO STEEL COLUMN FOR SIZE 4 REINFORCING
WELDED TO STEEL TUBE 4 STEEL JO15T5 AT ALL
CONTACT POINTS (I/4" WELD TFtIGIGNE55 )
EAR SFL. I CF. G0NNEC,7 1 CAN eiErEL. 5t--1 TU COLUIRvIN GONNEC71 GIN I>F.TA I L.
F�' 11 + + r
` /'..
PLAN (TYPJ
ALT. R7U CCNNECTION r AIL Imlem. a `�
um
mm
5/4" = I" - 0"
LLIF 8X24 SUPPORTING NOTE FOR CONNECTIONS
METAL STUD ABOVE BEAM TO COLUMN CONNECTION � r:
d
n
1/2" = I' - 0"
FOR 517.E INFORMATION
5 "X5 "XI /4" STEEL ANGLE FULLY
5/8" PLATE FULLY
WELDED TO STEEL TUBES �.
✓` YHE TO COLUMN
&
�
1D..E_STIFFENER AT ALL
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GONGENTRATEH- LOA D5. REFER
DETAIL ON THIS
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WF 87(24
4'
'`1'tIN.
°
6
°
II
�
3lila'
I 6 1-O" (TYPICAL)
14X314 "XI4" EMBED PLATE W/ PLATE W/ 3/4'4, X (a' LONG
ING
1
4- 5/4 "4V X 10" LONG. NELSON kS a 4' O.G. ( ROWS)
WF BEAM REFER TO FRAM
PLAN ON 5-5 FOR SIZE 5TUD5 FULLY TO
/$il, EMBED PLATE. PROVIDE 4 # 3
1)2"
i GONG. COL REFER TO SCHEDULE TIES WITHIN STUDS, TYPICAL C® COL R TO
F LAT PLATE (A- 3E1)�OTTER ALL GO
5 "XB "XI /4" STEEL ANGLE 5,ETYMN STEEL JOISTS THRU THE COLUMN AND FULLY,... FOR SIZE 4 REINFORCING ROOF PLAN 4 SCHEDULE
AT EACH 51DE OF STEEL TUBE (T 4 B) FULLY WELDED TO STEEL COLUMN FOR SIZE 4 REINFORCING
WELDED TO STEEL TUBE 4 STEEL JO15T5 AT ALL
CONTACT POINTS (I/4" WELD TFtIGIGNE55 )
EAR SFL. I CF. G0NNEC,7 1 CAN eiErEL. 5t--1 TU COLUIRvIN GONNEC71 GIN I>F.TA I L.
F�' 11 + + r
` /'..
PLAN (TYPJ
ALT. R7U CCNNECTION r AIL Imlem. a `�
um
mm
5/4" = I" - 0"
LLIF 8X24 SUPPORTING NOTE FOR CONNECTIONS
METAL STUD ABOVE BEAM TO COLUMN CONNECTION � r:
d
n
1/2" = I' - 0"