HomeMy WebLinkAboutS410-TYPICAL-FRAMING-DETAILS-Rev.0CONCENTRATED LOAD
BTWN. PANEL POINTS
(100#ORGREATER) � GREATER
O
OR-6"
L1 1/4x1 1/4x3/16
EACH SIDE
ATERTHAN CONCENTRATED LOAD
BTWN. PANEL POINTS
OR=6" (100# OR GREATER)
PANEL POINT REINFORCING AT JOIST
ATYPICAL SECTION
STEEL ERECTOR TO
COORDINATE AND CUT ROOF
DECK FOR MECHANICAL
CONTRACTOR
L5x3x1/4 (LLV) ROOF DECK
x0'-4" CLIP ANGLE / REF. GEN.
vve am-6
NOTES
PANEL POINT
REINF. FOR
CONCENTRATEI
LOAD REF. 1/S4:
L3x3x3T16 CONT.
AROUND OPENING
1
I0
L5x3x1/4 (LLV) BTWN.
STL. JOIST OR STL. BEAM
@ 5' - 0" O.C. MAX.
STL JOIST OR
STL. BEAM
REF. PLAN
TYPICAL ROOF OPENING FRAME
TYPICAL SECTION
3/4" = V-0'
NOTES: IF COLUMN DOES NOT
EXTEND TO BOTTOM OF DECK
ANGLE BRACE DOWN
DIAGONALLY TO TOP OF
COLUMN.
STL. JOIST
REF. PLAN
TYPICAL SECTION
3T4" = V-0"
REF. PLAN REF. PLAN
fill
ATTACH BTWN. JOISTS
ATTACHA. PU DLANGLE
w/5T8"DW.PUDDLE
WELDS @ 6" O.C.
L4x4x3/8 BRACE
TO TOP OF COL.
STL COL.
REF. PLAN
COLUMN BRACE BETWEEN JOISTS
F— W
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REF.PLAN
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ISSUE FOR BID &
PERMIT
REF. PLAN HER PLAN
CAP PLATE TO
9
MATCH BEAM
ara mT.r�.
FLANGE
STL JOIST
STD. AISC
CONNECTION w/
O
rLOF TUBE
ERECTION
BOLTS
71/4"3"REF.
T/STL. EL.=
PigSTL
BEAM BEVONDREF.
PLAN
®1/4"
STIFF. PLATE
CIOiN
are
EA. SIDE OF WEB
mBTWN.
GISTS AT11<x12MO
ATMOMENTFRAMES
7AN
EJOISTS
STL. BEAM
REF.PLAN
W3.
5/16"PLATE x41/2"
STL. BEAM
U
REF. PLAN
STL.
PLATE TO
3/8"x2" x0'E"
2-3T4" A325 BOLTS
STL TUBE.
REF. PLAN
COLUMN
MATCH
EXISTING
PLATE
EXISTING
3/4" CAP
EA. SIDE OF
T/BM. EL=
REF. PLAN
BEAM FLANGE
DECK ANGLE
DECKANGLE
PLATE
COLUMN
REF. PLAN
D
CL
B/LIB
w
REF. PLANMN
i
J
FIELD BOLTED DESIGN
FIELD WELDED DESIGN
w
REF. PLAN
a --.CC
W
NOTES:ALL BEAM TO COLUMN MOMENT
N
L.I..I
BOLT ALTERNATE
CONNECTIONS SHALL BE DESIGNED TO
WELD ALTERNATE
L7x7x5/16 LINTEL
DEVELOP THE FULL MOMENT CAPACITY
OVER WINDOW
=
W
OF THE BEAM.
WINDOW,
y
ICI
ANGLE TO PLATE
REF. ARCH.
(U
Q
7
(J
LO
BEAM TO COLUMN MOMENT CONNECTION
BEAM OVER COLUMN CONNECTION
N
00
Cz
LO
SECTION
DECK
ANGLE SPLICE DETAIL
SECTION
�
ECTION
T
4PICAL
�
�
No
Revision
Date
0"
1 V2" = 1' 0"
3/4" = 1'-0"
3/4" = 1' 0"
1/4" CONT. ANGLE OR
1/4" CAP PLATEYFY
BENT PL. w/ 3"VERT.
L5x5x5/16 w/ 314" DUa.LEG
& HORIZ. LEG
A325 BOLT IN VERT.
EXTENDING TO CL.
SLOTTED HOLEOFBEAM
METAL DECK
REF. PLAN
STL. BEAM
RER PLAN
STL. POST IN
LINE w/ STUDS
REF. PLAN —
3 SIDES TP.
A L UBE EL:
REF. PLAN
HSS BEAM
�N REF. PLAN
L5x5x3/8 CLIP
TOP & BOT.
w x6"x0'-10" ATE
w/ 2-5/8" DIA. HILTIHIT-Z HIT-Z
ANCHORS @ EA. POST w/ SLAB ON GRADE
HILTI HIT-HY200 SAFESET HER PLAN
(4"EMBEDMENT)
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations �L SECTION @
of State and [Deal Codes
City of Camel IOR POSTS
DATE: 06/07/19
OLOFTI.�E Z
REF. J
PLAN Q
w
I
STL TUBE CONT.
PAST COLUMN,
HER PLAN d
n T/BEAM EL- ' will
REF.PLAN Z
Iiiiiiiim
TYP.3Goes w STL COLUMN, Cr
`I REF. PLAN FOR
L6X6X3/Bx COLUMN I SHAPE SIZE AND Fmlect Number 3018082
DIMENSION PLUS 2" ORIANTATION
(TOP & BOT.) I Date'. 02/26/2019
Sheet Title and Number'.
SECTION
9 3/4"-V-0"
HART GAUGLER + ASSOCIATES
�Calil T� w75.43
S410
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w..w.x.�N.,pi«<om
TYPICAL FRAMING DETAILS
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IH a. 218232