HomeMy WebLinkAboutMDC S201 STEEL DETAILSSEE
�,T/PARAPET EL.
� PER ARCH.
L3x3x1/4 CONT.�
16 GAGE CLIP�
� EA. STUD
�
i0 ANGLE
o. c.
�ROOF DECK PER PLAN
BENT PL 1/4"x3"x (PLAN DIM)
SEE PLAN�
PER�T PARAPET EL � DECK TO ANGLE
5 8 � EA. TROUGH
JST. PER PLAN1
16 GAGE CLIP i
� EA. STUD � I rR00F DECK PER PLAN
SiUD PER
i�BM. PER PLAN ��0�\\\\\�
STUD PER ARCH. i
I�ST. PER P�AN
I
SECTION �
520�
PER PLAN
�� �—DIAC
I �P
I
SECTION 2
52��
BRIDGING
� ��o �, ..
L2x2x1/4xCONT
CHANNEL PER PLA SS PER PLAN
ROOF DECK PER PLAN
5i8 z �,z
JST. PER PLP
SECTION 6
s2o�
RtLtAStU hl1K Cl1N�IRl1CIIl1N �
Su6jec��o compliance with allregula�ions
of Sla�e antl Local Codes
City of Carmel
��
`��¢m�' lamn�Ml1 �
DATE: O1IZ1IZO
SECTION 9
S201
'LAN
SEE
J�T/PARAPET EL.
�PER ARCH.
BRICK PER ARCH.
J�B/ANGLE EL.
�PER ARCH.
L3x3x1/4 CONT.
16 GAGE CLIP
� EA. STUD
�1
Y PER ARCH.
BRICK PER AR
)ECK TO ANGLE
� fi" O.C.
16 GAGE CLI
�ROOF DECK PER PLAN � EA. STUD
T STL EL.
PER PLAN
STUD PER AR
I �BM. PER PLAN \\��0�\�
sTuo PER nRCH.
lil JST. PER PLAN
SECTION 3
s2o�
SEE PLAN� i
T BM. EL.
PER PLAN /
/
BENT R 3/16"x �
3" x (PLAN DIM.)J
XCONT.
PER PLAN
SECTION 8
s2o�
SECTI ON � o
S20
LT
�
PL 1/4"x3"x (PLAN DIM)
�ECK TO ANGLE
'e � EA. TROUGH
JST. PER PLAN�
-ROOF DECK PER PLAN
\
IIBM. PER PLAN
SECTION 4
s2o
STONE PER
CONT.
c 1 6•
0" O.C.
BENT PL 3�8 (BOiH 511
HS510 PER PLAN
PL 5/16"xCIN
PLAN
� T/SiL EL --
� PER ARCH. __
DESIGN J015T FO
1A K VERT. RXn
LIMIT OF SIDWG PER ARCH:
DIAGONAL BRIDGING
� POST
1
GLASS PER ARCH.-
�, 1�5r�. E�.
� vnRiEs
HSS6 PER PLAN
ROOF
55 PER P�AN
____ �________________.
i L3x3x3/8 T&B (PAI T W/
IZINC RICH PRIMER) I
f� 3�°4 STD. PIPE PAINT
II Z NCO RICHCPR MER W/ I
li �1155 PER PLAN I�I
I�ROOF DECK PER PLI
OF SIDING PER ARCH.
T & B�� I "DIAGONAL BRIDGING
� POST
L3x3x1/4x1'-0" T & B
WELD TO JST. TOP &
BOTTOM CHORD
SECTION 5
S201
�
�
�
6 GAGE CLIP � EA. STUD
1�7� CAP PL
�ECK TO ANGLE
5 8 � 6" O.C.
2
�1'-0"x CONL 20 GAGE PL rR00P DECK PER PLAN
�BM. PER PLAN
H5510 PER PLAN
i [
i
i
i
i
i � JST. PER
i
i
i
i
i i
� 1�
� H5514 PER PLAN� �"�J" '
a
SECTI ON � �
S20
PL 3/8 (BOTH SIDES)
PL 3�8 (BOiH SIDES)
SEE
�K i0 ANGLE
EA. TROUGH
H55 PER PLAN-�
CHANNEL PER PLAI��
L2x2x1/4xCONT�
� B/BM. EL.
�109�-1 1�7,
�
.� � �
���€
� ���
�� i
� �i €
.
�
Cerlifietl By.
\P��IIIIIIIIII��
� P��,F'Q cP rcA�a F!9F.''%
= c�,' N�- n�=
* PE60870367 '�. * =
� nerz u �G�,�,
: �...rxoux�� q�Z
r p ��-\�� �/
Strachral Deaig�4� n�1c.
y
�
W o
� �
O
Z �
C
V �
�
O
U
Z�
_ ,� O
l� � 1
`j I
0
� o
� �
w �
�
��
�
Z �
0
�
��
�
� O
�..L �
�
W N
�
i � —:i .i, ��Jie
Job Number:
o�aw��q Name:
s ee� �er,v�s
Drawing Numbec
S201
I 1'-9" I PER PLAN
il 10�y.� I II