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2 1 NOTE:
11'-2" FGR ROOF FRAMING
OPP PLANS, ELEVATIONS AND
S2.0-02 DETAILS, SEE SHEET UT
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2
a " 3 3 S2.1-02
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2
S2.0-04
S2.0-02
STRUCTURAL STEEL FRAM NG PLAN
S2w0llllllllllllllllll01 SCALE: 1/4" = 1'-0"
FRANCNG ELEVATION
S2■0�01� SCALE: 1 4" = 1'-0"
I I,. - ' I'I !!i:. I Ih lai:!:! '°". :W T1' � Ir.
�: >',�M4'd"dR,' �I!pp MIS.+I 1d"II r,f„hl4plllhlfl:d,L�;:'91idL..PTI'rlllr:::r1f9111�1',u1gPnNlllf:p::fillll'lllmp;..:::.r: It'�'�R';�..net^�k��.INiaY��i,�;,"i.�"�Rii �I'�1,1gII"Nllplpl:;�l°�I
1
2 OPP
W BEAM
PER PLAN
3/8'x4'x0'-6'
PLATE w/W 3/44
TY P 3A6 A -325-N BOLTS
W BEAM COPE TOP t BOTTOM
PER PLAN FLANGES AS NEEDED
A B
OPP
W COL”
S2.0-05 PER PLAN
111
.1. ....: !u,
�r..mlrl '1111
- r II nl Na nmY, ., ;.. u4 :.: IL ,... .f .gyp. .y ;., .:..:, A y.,.. r
:.r �.r,.:...R :PWe' a,�"?9 .:..:.: :. s.. .fir ;.aiq R�iplGrdFa''' .,,. .r:. 'mprT"pm ~ ;:''"C.1.-
::pr.. r r .
Ili
W COLUI (N,
PER PLAN I �T�3 SIDES,
L!!1!
I'
Il
II;
illy
11
3/8'x3"xPJLL
ilii;
DEPTH STWFEMR
(dip
PLATk: PA. SIDE
�r
14ti
VIEW A—A .�"�� •"�
SZ O—O6 Co�C� �T,�
■ SCALE: 1" = 1'-0"
S2.0-06
*447r
> 110,_7„ dk
T.O. BEAM
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I
FRMANG ELEVATION
S2m0lllllllllllllllill03 SCALE: 1/4" _ 1'-0" �I
� N
1�I
a 1 .:,F A 1wwla,..:.: iIa.,511I..,..: .�m _. � 0 ar l .aa I rr q
d'
S
Tl'F 3%16ti� — W BEAM
PER PLAN
L2"x2'xV4" DIA"s. �- _ ,204':xl/4' DIAD.
BRACE t:RAGE
Ijl
IL-
W Col. UMN, PER PLAN ---A PLATE iT
TO fAi 2=16 �— 3/S"x3"x0'-3' I
3/8"x1i'x0'-3' PLATEPLATE
\ I
108'-_ 5\AF" AT BEA
C.L. PLATEL2N4`x- V4' DIAD
A -A
BRACE a.
N
3/8'x3"xR1LL i
DEPTH STFTENER
PLATE, EA, SIDE
PLAe
AT COLLI 3/16 C-OLL ::-i
�i
tl.
BRACE CONNECTION DETALS
S2m0illlllllllllllllli07 SCALE- 1 1/2" = 1,_0»
'�F!� IP IpulmlI::ni 1prlArll::l:p' lal l6 +.!r� .lr. ...I.. .. ._.,. . .....:.:_ _.:_a..y
.. .. .111101,111'.11._.i:rrdL__:r1 . II .
.I1 II ,T,III aa!Ia4!'M IdMr::MEN 9 _ 11 IIl.1I1lLI
IIti.1i.ra llup.lIr.11II IrlnlIl .... 9. ,.....
..._.......... .. -'� w:iiai:CL:.�
prX��p i:2"94I .rm,.R IIIl
STRWT MAL FRANWG NOTES:
r A SEE "ET 01 FOR GENERAL NOTES.
I
f... KEYED NOTES: �
1 PIER w/METAL STIID FRAMING OVER MASONRY. SEE DETAI., $F-
2 111,11645 STEEL COLUMN. SEE - V FOR ADDITIONAL IPFOR 1AtION
3 OUTLINE OF SOFFET FRAMING. SEE F21W
4 W 45 STEEL BEAM, TOP OF BEAM At SIO' -7'. SEE FRAMIll ELEVATIONS W -W t mm3
S 12'x2"xl/4' DIAD. €3RACE$ FROM BOTTOM FLANGE OF WSx28 STEEL BEAM TO WEB OF W COLUMN. SEE
CONNECTION DETAILS nNO-0-0%
qipN.
r u;ma��t
2
OUTLINE OF ion
MASON(MLORY-----,,
B Q sHEA71-TING,
SEE ARCH.
(
W COLA*
PER PLAN
40MI25-54 METAL STUD
FRAW Ys At 16" O.C. MAX
w/4001125-54 METAL STUD
TRACK TOP 4 BOTTOM
EMLARGED PLAN AT PER
S2.0llllllllllllllllll04 SCALE: 1" 1'-0
''T:M.1 rvl' w'laiill'�'I^'_4.d'uPT�il!!Pl�iill' idl1, 21, d'ul', :li.IfilIp'llmmdrr .'"1 "^mr!nd R'' Men TI''"I II'm"�If:;;l�dl9
a!gM
�I
Ill
alr,
ri
3/S"x5"XI y'
PLATE w/(4)1!1"0
A -325 -SC BOLTS
1! BEAM
PER PLAN
3/8"X4'X0'-b"
PLATE w/(2) 3/400
A -325-N DOLTS
TYP 3/W
3/S"x91xf'-1 Ili
PLATE w/(4) Will / 311
A -325 -SC BOLTS
2 OPP .�- PLATE TO
A6V \4 BEAM
BEYOND
)3,,, --< PLATE TO
3�i/ `COLUMN
- W BEAM
(BEYOND)
PER PLAN
- W COLUMN
PER PLAN
CONNECTION DETAL
S2m0llllllllllllllllli05 SCALE: 1" = 1'-0"
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