HomeMy WebLinkAboutS410 - TYPICAL FRAMING DETAILSCONCENTRATED LOAD
BTWN. PANEL POINTS
EACH SID` V
GREATER THAN CONCENTRATED LOAD
BTWN. PANEL POINTS
OR=6" (100#OR GREATER)
PANEL POINT REINFORCING AT JOIST
'G.C. SHALL LEVEL
RTU CURBS AS REQ'D.
BY RTU MFR.
RTU CURB PER. MFR
MTL. ROOF DECK
REF.GEN.NOTES C12x20.7 NESTED IN
REF. 3/S410 FOR DECK FLUTES SPACED
DECK SUPPORT
OPENINGS -- @ 5' - 0" O.C. (MAX.)
PANEL POINT REIP
FOR CONCENTRA
LOAD REF. 1/S410
F.
ED
STI ..JOIST OR
STL. BEAM
REF.PLAN
TYPICAL UNIT FRAMING
STEEL ERECTOR TO
COORDINATE AND CUT
ROOFDECKFOR
L3x3x1/4 BETWEEN
MECHANICAL CONTRACTOR
ANGLES @ EDGE OF
OPENING
C12x20.7 CONT.
BETWEEN JOISTS
REF. 2/5410 � �
RTU REF. MECH.
STI_ JOIST
REF.PLAN
TYPICAL ROOF OPENING
FRAME (a? RTU
STEEL ERECTOR TO
COORDINATE AND CUT ROOF
DECK FOR MECHANICAL
REF. 2/S410 CONTRACTOR
LSx3x1/4 (LLV) ROOF DECK
x0'-4" CLIP ANGLE REF. GEN.
v+s w+s NOTES
PANEL POINT
REINF. FOR
CONCENTRATEI
LOAD REF. 1/S4'
L3x3x3+i6 CONT.
AROUND OPENING
0
LSx3x1/4 (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 TYPICAL SECTION ^} TYPICAL SECTION TYPICAL SECTION
3/4" = 1'-0" 3/4" = V-0" 3/4" = 1' 0" 3W = 1'-0"
( CAP PLATE TO MATCH
\T/J BEAM FLANGE
TC &BO MG
REF.PLAN REF, PLAN STD. FL'
CONN. w/
HSS2 1/2x2 1/2x1/4 ERECTION BOLTS
BTWN. JOISTS AT ,u arz
NOTE: IF COLUMN DOES NOT EXTEND TO LATERAL MOMENT/BRACE ,w x-,z
DIAGOFDECK ANGL COLUMN.
DOWN FRAMES
BO BOTTOM OF TO TOP OF COLUMN. STL. JOIST REF. PLAN
I
L4x4x3/8 BTWN. JOTS ATTACH n BOD EL.= ----- --- -- -- — — ---
1/4" 1/4" MTL DECK REF. DECK TO ANGLE w/I 5/8"DIA. RED
ERECTION GEN. NOTES AS e R Bn PUDDLE WELDS @ 6" O.C.
REF.GENKNOTES� BOLTS 1!/4/4"
AS REQ'D.
Boo EL-
RE� L4x4x3/8 BRACE
1/2" CAP PL.
v
STL. JOIST 1/2"x6"x6"
REF. PLAN STABILIZER PL.
STL.
COLUMN
REF. PLAN
TYP. JOIST TO COLUMN
TYPICAL SECTION
3A" = 1'-0"
3/80k2"xP-6"
PLATE
EXISTING EXISTING
DECKANGLE DECK ANGLE
Fa w O
... uasm TOPUM
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
Cit1NEalmel >PLICE DETAIL
DATE: 10/14/19
NOTES:
1. DO NOT WELD JOIST
BOTTOM CHORD TO
STABILIZER PLATE
NOTE:
IF TOP FLANGE OF BEAM
LESS THAN 6", THEN OFFSET
JOIST AS REQ'D. FOR 21/2"
�/x
MIN. BEARING
STL. JOIST REF. PLAN 1
L2x2x3/16 BRACE
@ EVERY OTHER
JOIST (12'-0" O.C.
MAX.)
STL. BEAM REF. PLAN
TYP. JOIST TO BEAM
TYPICAL SECTION
T4" = 1'-0"
REF.PLAN
11 STL. BEAM BEYOND
S410 REF, PLAN
1/4" STIFF. PLATE
EA. SIDE OF WEB
STL. BEAM
RER PLAN
3/4" CAP 2-3/4" A325 BOLTS
EA. SIDE OF
PLATE COLUMN
STL. COLUMN
RER PLAN
BEAM OVER COLUMN CONNECTION
TYPICAL SECTION
314 = T-6
STL. JOIST
REF. PLAN
STL. BEAM
STL. COL. OR JOIST
REF.PLAN GIRDER
REF.PLAN
COLUMN BRACE BETWEEN JOISTS
TYPICAL SECTION
3A" = V-0"
n T/STL. EL =
RED
REF. PLAN
BEAM TO BEAM MOMENT CONNECTION
(BEAMS SAME SIZE)
TYPICAL SECTION
314 = T-6
I
STL. BEAM / STL. BEAM /
REF. PLAN J REF. PLAN J
3" 3 5/16" PLATE x41/2"
STL. PLATE TO
COLUMN MATCH
REF. PLAN BEAM FLANGE
FIELD BOLTED DESIGN FIELD WELDED DESIGN
NOTES:ALL BEAM TO COLUMN MOMENT
BOLT ALTERNATE CONNECTIONS SHALL BE DESIGNED TO WELD ALTERNATE
DEVELOP THE FULL MOMENT CAPACITY
OF THE BEAM.
BEAM TO COLUMN MOMENT CONNECTION
1TYPICAL SECTION
3A" = 1'-0"
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Pmlect Number: 3018068
Date: 09/06-19
Sheet Title and
S410
TYPICAL FRAMING
DETAILS