HomeMy WebLinkAboutMDC S202 STEEL DETAILS AND NOTESPLANIi
STONE PER ARCH—
16 GAGE CLIP � EA. 5
f�STL EL.
18�-3'�
H5510 PER PLAN
PL 5/i6"xC01
B/BM. EL.
116'-3"
GLASS PER
ARCH.
HSS PER PLAfJ�
CHANNEL PER PLA��
L2x2x1/4xCONT�
A B/BM. EL.
Y' 109�_1 1�2•
HS56 PER PLAN
ROOF
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�EXIST. ROOF
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SECTION �
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SECTION 2
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DETAIL 9
S2�1
IF THIS DIMENSION IS MORE THAN 4"
ADD (2) — L2x2x3/i6 AS SHOWN.
WELD TO TOP & BOTTOM CHORDS
(FURNISHED & INSTALLED BY MECH.
CONTRACTOR)
NOTES:
1. SERVICE LOADS SHOWN ARE MORE CPoTICAL OF D+ L
OR JS(D+L+W)
OR D+JS(L+E)
OR W—.9(D)
OR E—.9(D)
2 CONNECTIONS SHALL BE DESIGNED FOR FORCE INDICATED ON
ELEVATION.
3. ALL BOLTED CONNECTIONS SHALL BE "SLIP CRITICAL" CONNECTIONS
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
of Sla�e antl Local Codes
City of Carmel
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DATE: O1IZ1IZO
TYPICAL ROOF
OPENING DETAIL
HARDWOOD BLOCKING IN DECK CELLS
� 12" O.0 ,'._' ____. ._.'_'
CURBS (B
STEEI
JOIST REINFORCING AT
ROOF TOP UNIT CURBS
NO SCALE
ROOF DECK
T STL EL.
VARIES
1/Y'0 ERECTION BOLT
! ��/ �
PER
PER PLAN
LL X
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5/8" \ f
YP. \
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DETAIL �o
S201
[R PLAN
ROOFlNG MATERIAL
PER ARCH. DWGS.
JST. PER
SUMP PAN BY J LL3x3x1�4 FULL WEL�ED FRAME
oECK suPPUER
ROOF DRAIN
SUPPORT DETAIL
DBL ANGLE CONN.1
TO FlLL BM. WEB i
ROOF & OVERFLOW DRAINS
PER PLUMBING DWGS.
DECK PER PLAN
i/7'm EREcrioN so�r
5�8..
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DETAIL ��
s2o�
PER PLAN
STRUCTURAL SiEEL
Detailing, fabrication and erection of structural steel shall be In
conformance with the AISC Specification for Structural Steel Buildings,
latest edltion with amendments, and the AISC Code of Standard
Practice for Steel Buildings and Bridges, latest editlon with
amendments.
Rolled shapes shall conform to ASTM A992, Grade 50.
Plates shall conform to A51M A36.
iubing shall conform to ASTM A500, Grade B.
Column anchor bolts shall conform to ASTM A36, unless noted
otherwise.
Rolled shapes and plates shall be shop—painted gray with a rust
inhibiting primer, unless dlrected otherwise by the specification. Touch
up all nicks and obrasions after erection is complete.
Design connections not shown per the latest edition of the AISC
Specification and Manual of Steel Construction.
Bolted connections shall be made with 3/4" diameter bolts, conforming
to ASTM A325, tightened to the enug tight condition, unlase noted
otherwise. Bolted connections in wind broce elements shall be
tightened using the tum—of—nut method. Connections shall conform to
the Specification for Structural Joints Using ASTM A325 or A490 Bolts,
approved by the Research Council on Structural Connections of the
Engineering Foundotion.
Welding of structural members shall be in conformance with the
American Welding Society's (AWS) Structural Welding Codes foc Steel
AN51/AWS D1.1, Sheet Steel AN51/AWS D1.3 and Reinforcing Steel
AN51/AWS �1.4.
iypical welded connections shall be made with E70XX electrodes. When
ASTM A992 steel is used os a bose metal, E70XX Low Hydrogen
electrodes sholl be used.
Base moterial within 7' of any field weld shall be free of materials that
would prevent proper weldinq or produce toxic fumes during welding
operations.
Splicing ot structural steel members is not permitted without prior
approval of the Structural Engineer.
STEEL DECK
Supply and erect steel deck in conformance with the latest editlon of
the Steel Deck Institute's Speciflcations and Code of Standard Practice.
Deck supplier shall provide all roof deck and accessories required for a
complete installotion. Such materials shall be shop painted with a rust
inhibiting primer.
Roof deck attachment shall be as directed on plan. Roof deck shall
be attoched to continuous supports at 12�� o.c. along the building
perimeter. Welding operations shall comply with the latest editlon of
the American Welding Society's Structurol Welding Code —Sheet Steel
ANSI/AWS D1.3.
STEEL JOISTS
Steel bar joists shall be designeQ fabricated and installed In
conformance with the requirements of the latest Steel Joist Instltute
(SJI) specifications.
Steel bar joists shall be shop painted with a rust—inhibiting primer.
Steel joists shall be designed and fabricated per loading information
shown on plon. Live load deflection shall be limlted to the following:
L/360 of the joist span
Where connections for steel joists ore not shown or noted, provide
connectlons as required by the SJI speciflcations.
Horizontol and dlogonal bridging for steel joists shall be located and
designed per the SJI specificotions. Bridging angles shall be welded to
joist top and bottom chords and shall be positively attached at ends
of joist bays as detailed on plan.
Support all mechanical, electricol, plumbing and sprinkler systems at
ponel points only. Otherwise reinPorce chord members per plan detoils.
Point loads greater than 200 pounds must be reviewed by the
Structural Engineer.
If a column Is not framed In at least two directlons with steel beoms,
then the joist nearest the column sholl be bolted to supporting
members during erection.
stEE� �oist ciROERs
Steel joist girders shall be designed, fabricated and Installed in
conformance with the requirements of the lotest Steel Joist Instltute
(SJI) specifications.
Joist girders shall be designed and fabricated per loading information
shown on plan (self weight not included). When a girtler is designated
with VG instead of G, joists must bear only at vertical Joist Girder web
members. Live loatl tleflection shall be limited to the following:
L�360 of the joist span
Provide stablllzer plates on columns between the joist girder bottom
chord members os required by Steel Joist Institute (SJI) epeciflcations.
Where end connections for joist girders are not shown or noted, provide
connecYions as required by the Steel Joist Institute (SJI) specifications.
Joist Girder bracing shall be as indicated by the manufacturer and as
requlred by the Steel Joist Institute (SJI) specifications.
DESIGN DATA
The structure was designed per the Indiana Building Code.
RWF LOADS
Live Load 20 psf
Dead Load 20 psf
fi SPA. � 6" = 3'-0"
5/8" DIA. PUDDLE
�WELD � 17' O.C. ALONG
suaaoRTEo EocEs
36/7 PATiERN
��a" oin. Puoo�E
LD (iYP.)
NorEs:
1) SIDELAP FASTENERS TO WNSIST OF 2—$10 TEK SCREWS
PER SPAN
2) ALL ROOP DECK TO BE 22 GAGE TYPE B(WIDE RIB)
METAL DECK
3) SUPPLY W SHEETS LENGTHS TO PROVIDE A MINIMUM
3—SPAN CONDITION
TYPICAL ROOF DECK
ATTACHMENT PATTERN
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Job Number.
Draiing Name:
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o.awm9 N�mee.:
S202
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IJST. SPACING PER PLAN I
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EDGE OF I��I^CL PANEL POMT
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