Download - Sh Gen Nrw m Na St 600 A
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NATIONAL ONCOLOGY CENTRE
commented by JEZ 16-July
Resubmitted to AAL/EMI for review
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DOCUMENT LIST FOR SH NRW GEN M NA ST 0600 rev1:
Sheet
number
revision
Cover
page
rev1
Doc list rev1
SLA01 rev1
SLA02 rev1SLA03 rev1
SLA04 rev1
SLA05 rev1
SLA06 rev1
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THIS AREA REVISED WITH
ALUMINUM PANELS
DENOTES LOCATION
WHERE DETAIL
2B/S303 OCCURS,SEE STRUCTURAL
DRAWINGS
ALIGN HEIGHT OF
SUPPORT WITHPANEL
SEE REVISED
COMMENTS ON
STRUCTURAL
DETAIL 2B/S303
HSS VERTICAL
PER 2B/S303
HSS
HORIZONTAL
PER 2B/S303
ANGLE AS
PER DETAIL
2B/S303
NOT
APPLICABLE
EXPANSION JOINT
ALL AROUND AS
PER ARCH. DETAIL
SUPPORT
LOCATION
MOVED UP
REMOVE
HSS 127X50X6.4CONT. (FLAT HSS)
PROVIDE 50x100x6.4 STUD AT
EACH END OF DISCONTINUITY
IN FLAT HSS, FULLY WELDED
FACADE CONSULTANTTO CONFIRM
ALLOWABLE IN-PLANE
DEFLECTION OF GLASS
PANELS AT CURVED
FACADE
DETAIL AS PER
2/ST425
NOT
APPLICABLE
EXTEND OUT HORIZONTAL
SUPPORT 150 EACH SIDE.
KICKERS SHALL BE 150
OUTBOARD OF WHERE CLEAR
GLASS FACADE PANEL OCCURS,
TO HIDE KICKERS FROM VIEW.
THIS APPROACH IS TYPICAL
WHERE CLEAR GLASS CURTAIN
WALL PANELS OCCUR.
MOVE SUPPORT UP
LATERAL (ONLY) SUPPORT, FACADE CONSULTANT TOCONFIRM AS SECTION 7 OF SHEET PE1 NOTESCONNECTION D19, WHICH IS NOT A GRAVITYCONNECTION, BUT THE BOTTOM RESTRAINT OF THIS
PANEL ALSO APPEARS TO BE A LATERAL ONLYCONNECTION. PLEASE CONFIRM LOCATION OF GRAVITYSUPPORT AT THIS LOCATION AND RESUBMIT.
GRAVITY AND
LATERAL SUPPORT
AT STAIR CONDITION
AT CONDITION "7A" THE STAIR LANDING IS AT FLOOR LEVEL.
THEREFORE, CONCRETE SLAB EXISTS AND THE GRAVITY +
LATERAL CAT ATTACH TO SLAB SIM. TO THE TYPICAL SLAB
CONNECTION
AT CONDITIONS WHERE NO SLAB OCCURS, PROVIDE
D07A
10 FULL HEIGHT,
FULLY WELDED
STIFFENERS
AT "D07" CONDITION
PROVIDE HSS
150x150x15, WHERE
NO CONCRETE SLAB
OCCURS, LOCATEAT LOCATION OF
FACADE SUPPORT
WELD HSS TO BEAM,BOTH SIDES (6.4MIN)
50
D07/SLA01 = 3/ST442
D07A/SLA01 = 2/ST442
TYPICAL LATERAL FACADE
RESTRAINT ABOVE FLOOR
SLAB, SEE DETAIL 5/ST425
HSS AS PER 4/ST425
NOT CALLEDOUT ON
ELEVATION
THIS DETAIL SECTION DOES NOT
COINCIDE WITH DETAIL 2 OR 3 OD
S05, NOR 3/PE03, THOUGH IT
COINCIDES WITH DETAIL AD -05-010.
PLEASE CONFIRM IF THE
CONNECTION IS TO BE GRAVITY AND
LATERAL OR JUST GRAVITY
19 DIAMETEREXPANSIONANCHOR (HILTI KWIKBOLT) AT 305 O.C.,STAGGERED
50
50
50
ADDITIONAL STEEL
TO STRUCTURE AS
PER 1/S201 / 3/A512
HSS
203x76.2x6.4
PLACE HANGERS
INBOARD 150
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EXCEPT GL 98.5 TO 102 -
HSS
203x76.2x6.4
6.4x75 WELD AT 450
ON CENTER BOTH
SIDES OF TUBE TO
WIDE FLANGE
ANGLE TO
ALIGN WITH
MULLION OF
GLASS
FACADE
PANELS, SEE
TYPICAL
DETAIL,
LOCATION AS
PER PLAN
ST407
10 FULL HEIGHT
STIFFENER
NOTE: THIS IS A LATERAL
AND GRAVITY
CONNECTION
10 STIFFENER PLATEGAGE 340, WELD ALLAROUND (6.4 MIN.)
x375L
ADDITIONAL STEEL SUPPORTS NOT REQUIRED
SINCE ALUMINUM PANELS REPLACEMENT
OCCURS HERE, ALUMINUM PANEL TO ATTACH
TO STRUCTURAL STEEL BEAM AS SHOWN ON
5/PE04
PROVIDE CONTINUOUS ANGLE AT
EACH PANEL GROUP. CONFIRMLENGTH AND EXTENTS PER ARCH.
DRAWINGS, 1/A402
DENOTES LOCATIONWHERE DETAIL
2B/S303 OCCURS,
SEE STRUCTURAL
DRAWINGS
KICKERS IN-BOARD OF
HORIZTONAL SUPPORT OF
FACADE 240 DUE TO
ADJACENT CLEAR GLASS
CURTAINWALL PANELS
EACH SIDE
SEE COMMENTS ON
D11/SLA01
NOTE: WHERE TOP OF DOOR
FRAME OCCURS HERE, REVISE
CONNECTION TO BE LATERAL
ONLY. COORDINATE WITH
ARCHITECT ADEQUATE SPACE
FOR DOOR ATTACHMENT AND
CURTAINWALL CONNECTION, IF
CONNECTION ABOVE AND
EXPOSED, COORDINATE FINISH
WITH ARCHITECT
EXTEND MEMBERS TO
RELOCATE KICKER TO AVOID
VISION GLASS PANEL
RELOCATION
KICKERS 150 OUT
BOARD, EACH SODE
OF VISION GLASS
PANELSAME COMMENT ASD03/SLA01
6"X8"X1/2"
LATERAL ONLY
6.4 WELD
NOT CALLED
OUT ON
ELEVATION
HSS125X50X6.4
HSS125X50X6.4
SAME NOTE AS
D01/SLA01
REVISED, SEE
ELEVATION
SAME
COMMENTS
AS D01
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SAME COMMENT AT
D1
CONFIRM THIS CONNECTION IS LATERAL
ONLY. IF SO, PROVIDE LONG SLOTTED
HOLES ORIENTED LONG LENGTH VERTICAL.
IF THIS IS A GRAVITY CONNECTION, ANGLE
TO MOVE CLOSER TO AXIS OF CURTAIN
WALL.
PLEASE CONFIRM
SAME COMMENT AT
D1/SLA 01
SAME COMMENTS
AS D02/SLA02
LATERAL ONLY
EXTEND POSTS TO
UNDERSIDE OF
LEVEL 2
(2)12 STIFFENERPLATE BOTH SIDESFULLY WELDED TOSTEEL HSSOUTRIGGER
9.5 FILLET WELD ALL
AROUND
HSS250X150X10
HSS150X150X10
(1)12 STIFFENERPLATE BOTH SIDESFULLY WELDED TOSTEEL HSSOUTRIGGER
ANGLE BRACE,
SEE TYPICAL
DETAILS
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4348 WESTROADSDRIVERIVIERA
BEACH, FL.33407
PH.561-844-1121
FAX561-844-6131
Enlarged A Enlarged B
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CONFIRM LATERAL
SEISMIC DESIGN
CONSIDERATIONS
AS PER ASCE 7-05
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7/25/2019 Sh Gen Nrw m Na St 600 A
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4348 WESTROADSDRIVERIVIERA
BEACH, FL.33407
PH.561-844-1121
FAX561-844-6131
Enlarged A
-
CONFIRM LATERAL
SEISMIC DESIGN
CONSIDERATIONS
AS PER ASCE 7-05
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7/25/2019 Sh Gen Nrw m Na St 600 A
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4348 WESTROADSDRIVERIVIERA
BEACH, FL.33407
PH.561-844-1121
FAX561-844-6131
SEE STRUCTURAL
DRAWINGS FOR
LOUVRE SUPPORTS