sh gen nrw m na st 600 a

7/25/2019 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


2/8

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


3/8

- - -

- - - - -

-

--

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


4/8

- -- -

- -

-

-

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


5/8

- -

-

-

- - -

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


6/8

4348 WESTROADSDRIVERIVIERA

BEACH, FL.33407

PH.561-844-1121

FAX561-844-6131

Enlarged A Enlarged B

- -

CONFIRM LATERAL

SEISMIC DESIGN

CONSIDERATIONS

AS PER ASCE 7-05


7/8


BEACH, FL.33407

PH.561-844-1121

FAX561-844-6131

Enlarged A

-

CONFIRM LATERAL

SEISMIC DESIGN

CONSIDERATIONS

AS PER ASCE 7-05


8/8


BEACH, FL.33407

PH.561-844-1121

FAX561-844-6131

SEE STRUCTURAL

DRAWINGS FOR

LOUVRE SUPPORTS

sh gen nrw m na st 600 a

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