HomeMy WebLinkAbout25 Steel Framing Details & NotesBENT PL 1/4"x3")
36/7
SECTION 1
S20
CMU
PER
SLAB PER
BOND BEAM W/
(2) — #4 CONT.
D ANGLE
C.
BENT PL 1/4"x3"
BM. PER PLAN
T/SLAB EL.
PER PLAN
L4x4xl/4xCONT. W/
3/4"0 HILT] HIT C-20
ADHESIVE ANCHORS 0
24" O.C. (IN TO GROUTED
CORES) STAGGER ANCHORS
SECTION 5
S20
CAP PL
TO HSS1
I
SECTION 9
S20
SLAB PER
BM.
-3/4"0 THREADED ROD &
JT (WELD ROD TO HSS10)
COL PER PLAN
\_5/8p 01� CUDDLE
NOSES, WWE� ((
1) SIDELAP FASTENERS TO CONSIST OF 2—#10 TEK SCREWS
PER SPAN
2) ALL ROOF DECK TO BE 22 GAGE TYPE B (WIDE RIB)
METAL DECK
3) SUPPLY IN SHEETS LENGTHS TO PROVIDE A MINIMUM
3—SPAN CONDITION
TYPICAL ROOF DECK
ATTACHMENT PATTERN
36/4 PATTERN
\�_0 LD
EA. SUPPORTWFTYP.)
NOTES:
1) SIDELAP FASTENERS TO CONSIST OF #10 TEK SCREWS
0 36" O.C. MAX.
21 SUPPLY IN SHEETS LENGTHS TO PROVIDE A MINIMUM
RELEASED FOR CONSTRUCTION IN
Subject tocompliance
Local Clregulatioss FLOOR DECK of State and Local Codes
e City of Centel (� SENT PATTERN
�1VTGs' axukaAaL
DATE: \\ 09/10/19
TO ANGLE
TROUGH
SECTION 2
S20
CMU WALL
T SLAB EL.
PER PLAN
PL 1/4"x4"x (PLAN DIM)
CH TO WALL W/ 3/4"0 EXP.
TORS 0 24" O.C.
SECTION 6
S20
L2 1/2x2 l/2x1
PUDDLE WELDS
O.C. ALONG
EDGE SUPPORTS
1/4" CAP
TO ANGLE
O.C.
CMU & REINF.
PER PLAN
P 1/2"x6"xl'—O"
(2) 1/2"0 x 4"
BOND BEAM —
W/2—#5 CONT.
GROUT SOLID
SEE
PLAN
SECTION 3
S20
T/SYLT L
PER PLAN
PLAN
SECTION
S20
/4
DECK TO
0 6" Ox
ENT PL 1/4"x4"x (PLAN DIM)
TTACH TO WALL W/ 3/4"0 EXP.
NCHORS 0 24" O.C.
SECTION 10
S20
HSS6x6x1
I SEE PLAN
I
SECTION 4
S20
L GUARDRAIL PER
i I TPIUAL)
BENT PL. TO-BL��
I
PLATE PER PLAN
GRATING PER PLAN
ATTACHED PER MFR.
REQUIREMENTS
BENT PL 1/4"x
x(PLAN DIM. +
STRUCTURAL STEEL
Detailing, fabrication and erection of structural steel shall be in conformance with
the AISC Specification for Structural Steel Buildings, latest edition with
amendments, and the AISC Code of Standard Practice for Steel Buildings and
Bridges, latest edition with amendments.
Rolled shapes shall conform to ASTM A992, Grade 50.
(PLAN DIM)
Plates shall conform to ASTM A36.
W/
W/ 3/4"0 EXP.TED
HOLES 0 24"
O.C. Tubing 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 directed otherwise by the specification. Touch up all nicks and abrasions
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 snug tight condition, unless noted otherwise. Bolted
connections in wind brace elements shall be tightened using the turn —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 Foundation.
^
Welding of structural members shall be In conformance with the American Welding
/Y\
Societys (AWS) Structural Welding Codes for: Steel ANSI/AWS D1.1, Sheet Steel
ANSI/AWS D1.3 and Reinforcing Steel ANSI/AWS D1.4.
Typical welded connections shall be made with E70XX electrodes. When ASTM
,,__--,,__1I
PER
A992 steel is used as a base metal, E70XX Low Hydrogen electrodes shall be
ARCH.
used.
ARCH.
Base material within 2" of any field weld shall be free of materials that would
toxic fumes during
prevent proper welding or produce welding operations.
Splicing of 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 edition of the Steel
Deck Institute's Specifications and Code of Standard Practice.
Deck supplier shall provide all roof deck and accessories required for a complete
installation. Such materials shall be shop painted with a rust inhibiting primer.
Roof deck attachment shall be as directed on plan. Roof deck shall be attached
to continuous supports at 6" o.c. along the building perimeter. Welding
operations shall comply with the latest edition of the American Welding Societys
Structural Welding Code —Sheet Steel ANSI/AWS D1.3.
FLR. EL.�
�FIN.
PER PLAN Y
Floor deck shall be shop painted with a rust inhibiting primer.
Deck supplier shall provide all floor deck and accessories required for a complete
installation.
Floor deck attachment shall be in accordance with the manufacturer's
recommendations. Floor deck shall be attached to continuous supports of 6"
o.c. along the building perimeter.
BM. PER PLANS '
SECTION 8
S20
PER
EQUAL DEPTH BEAMS
W/ MOMENT CONNECTION
ANCHORS 0
W/
W/ 4" EMBEDMENT
SCALE: NONE
PER PLAN
TYPICAL BM. TO CMU BRIG,NO
PRE—FAB CANOPY
BY OTHERS /
PRE—FAB CANOPY
BY OTHERS
{ \_THRU BOLT PER MANUFACTURE
7 SPECIFICATION
EXIST. P.C.
LPL1 /4%40
(CENTER ON
DESIGN
DATA
The
structure
was designed
per
the
Indiana
Building
Code.
FLOOR LOADS
Live Load
100 psf
Dead Load
55 psf
WALKWAY LOADS
Live Load
50 psf
Dead Load
20 psf
ROOF LOADS
Live Load
20 psf
Dead Load
15 psf
/4" CAP PL
QECK TO ANGLE
L2 1/2x2 1/2x1/4XCONT. 8 0 EA. TROUGH
3 16 2012
T/BM. EL.
TO ANGLE PER PLAN
D.C.
SECTION 11
52o
R PLAN
3LE CONNX. ATTACH TO
W/ (4) 3/4"0 EXP. ANCHORS
TYPICAL BM" TO EXIST. P.C.
NO SCALE
CANOPY
S
MANUF
TYP" EYEBROW ATTACHMENT
0 DOCK LEVELER
BOLT PER MANUFACTURE
IFICATION
Cooler Design
Architecture. Planning and Interior Design
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