---

--

"-­

100mm

"­:::. " ~ en 1!! ~ z

10mm

1Omm11-llCK FIN PLATES WELDED TO SHS POST AND SHS

r-BEAM END PLATE AND FIXED WITH 4No. M16 GRADE 8.8 BOLTS 150x90x24 PFC FIXED INTO

EXISTING BRICKWORK WITH 100x100x6.3 SHS TIE BEAM WITH RESIN ANCHORS @450mm CIC PLATES FIXED TO SHS WITH 4No. \

I M16 GRADE 8.8 THROUGH BOLTS

-$-$-'[7A I I : 100x100x6.3 SHS BEAM::t1l f-1 ~=

' ' = z ::;; ::::> --' 0 '-' rJ> I rJ>

"' .g 0... TIMBER ROOF (FIXING UNKNOWN)x0 ;!:

I 000000000 000000000

-$­~

TYPICAL SECTION AT ROOF LEVEL 1:10

~ I BALCONY BALUSTRADE

: 140x140x6.3 SHS COLUMN

: SPLICE POINT WITH 4No. I M16 GRADE 8.8 THROUGH 90x90x8 RSA WELDED TO SHS

,-I- ,I BOLTS BEAM AND FIXED INTO EXISTING SLAB WITH RESIN ANCHORS~1++11

1+1+1: I--·I I c - b b

t> I" /,

111LJ_oQ_ 1 I " b b[>b - b 0

~I ILI ­ - J~I b 1' !. b EXISTING CANTILEVERED SLAB 1' 6 I '

t> /:,. t> I> h. \> t: \> L. l'

~-'--II: ~ ~ 100x100x6.3 SHS BEAM v c I I : 1lt- ' "===

"'" I ,"''""'·' '"",."""""" ""'"" '~"""" I t:J C------,PLATES FIXED TO SHS WITH 4No. DUCTING AND GAS PIPE I I M16 GRADE 8.8 THROUGH BOLTS

1Omm11-llCK FIN PLATES

·~

~-- WELDED TO SHS POST AND SHS T~......--1 BEAM END PLATE AND FIXED WITH 4No. M16 GRADE 8.8 BOLTS

TYPICAL BALCONY SUPPORT SECTION 1:10

[--....__,

I BALCONY BALUSTRADE

: 140x140x6.3 SHS COLUMN

=: SPLICE POINT WITH 4No. I M16 GRADE 8.8 THROUGH

, _ _ ,I BOLTS RSA FIXED INTO EXISTING 1

1++11 SLAB WITH RESIN ANCHORS 7 1+1+1: I I

bI> " 7 I I 111 100 0 0 0 ~ b b VO- r b~ ~

cL ­ - JI'-""" b t b ' bI EXISTING CANTILEVERED SLAB

! " b 1' ,, I> b J::,_ I'·\> bI bI " 000000000

000000000

~ + 1+ i 150x90x10RSA I I ~

v v + L1QQj I P~ I 150MIN. I

_y =

100x100x6.3 SHS TIE BEAM EXISTING ELECTRICAL I \ CUT AND FIXED TO RSA WITH DUCTING AND GAS PIPE I \ 2No.M16GRADE8.8BOLTS : \ THRO' TAB PLATES

'-.---i-----­ \\___ 4No. M16 GRADE 8.8 THROUGH BOLTS CONNECTING RSA TO COLUMN

TYPICAL BALCONY SUPPORT SECTION {TO AVOID GLAZING MULLIONS)

1:10

I

°" I

I~I wl 251 wl '.5 I

rn I

140x14ox6.3 ~ SHSCOLUMN IAl

+-

I I ~ I

IF_=4:=~~"F;!!::::::;:;::!_!::!__,,,___*;;"==_~-~=-:_=-:-::=-_~:--=--400x=-~-=~~-=~=s=~~1;=B=~~~=--:-:=--:-=-=-~-::=--:-~:_-=_=-:-~_'.l = 1

=

I

°" I

I

~I = wl

251 wl '.5 I

rn I

140x14oxe.3 I

SHSCQLUMN I

8\1 c ~

~

b b

Cl

I rn I I

--....__I~~ I 'ji!Wom " I ow ~ I "";( i=

0 ... I ~ ~ I I ~ I

-- ­ ------------------------ ­I

I rn I :c I~::;; I

..; i1i >< m

I 8w I X i=

0

I ~ I

SECTION A-A 1:10

=4

~

I

I

I

I

rn:c rn ::;; ;;J ;1i >< m I~~ 90x90x8 RSA's I ~ I ~ vI

I> +- 1~11 I 1:-+ :1:- - ~ - i'i"" - -----41l(Jx'IOOx6.3 SHS-BEAM

t b ,, 1---L---~-----------------

"'wlI 61 8: ~I :5 I ~ rn I

I

7 L

'l(U I '"'

I

I rn I 1J5 ::;; I "'! ;1i

l'li!m :~~ I ~ I

~

I $-;~ ~ 150x90x10 RSA

I I IEXISTING D I : I:~ ;jMULLION~

I I«!~I

I

1'li!~ I i I 8w I I~>= I

I

I~ I I I

SECTION C-C 1:10

e I rn I I

I ~ :E

I <g ~ I 8w I ~ t= I ~ I

SECTION B-B 1:10

E

150x90x10 RSA + ~ ~ .!.m-l:ffl--: ~5 ~

'M;t:l:!Jl fa ,--- Ill ,- ''

+

lil...

I --------4~ I

I

1---------140x140x6.3~rt++ 2

2

VF~ 0...

g

SHS COLUMN: ¢ ¢ 40

30 4No. 180 HOLES FOR M1611-IROUGH BOLTS, WITH TUBES

30

1r$. -¥:1 120x120x6.3 Fl I 1I----SHS SPIGOT

I r$ I • : ~ CONTINUOUS 6mm I . . . . I r--- FILLET WELD

10 •I • l~SHSCOLUMNI

I -1~

SPIGOT DETAIL 1:5

140x140x6.3 SHS COLUMN

120x120x6.3 SHSSPIGOT

M16THROUGH BOLTS &TUBES

SECTION F-F 1:5

~ I

,________ STRUCTURAL TEE WELDED IN WEB OF 533 UB

~I I

100x100x6.3 SHS STUB(+ GUSSET ~PLATE) WITH END PLATE FIXED

INTO FLANGE OF TEE

533x210UB101 I

I

I 6 EXISTING SLAB

I>

500mm LONG 150x150x10 RSA WELDED TO SHS STUB, TO SUPPORT CANTILEVERED BALCONY SLAB

TYPICAL SECTION THROUGH 'SHOP AREA' ON TYPE 4 (3No. PER BLOCK)

1:10

rJ> "-1

1J5 I

"'! I

~ I

;!: I

~ I I

;!: I

~~=:1:::~

~ ~ '

> .6 11 I>

' EXISTING CANTILEVERED SLAB

" ~ I " b - - -

" I v "

" EXISTINGCANTILEVERED SLAB

, ~ I " c:::::::l 11 ij;;::::; b (

111 I 111111 111 111 111 111 111 Ill ____ lJI

III 1I_ 140x140x6.3

~~~~~~~~J,

~ I

150x90x10 RSA 150x90x10 RSA

~I "' I

~I ~I.... >< I

/ I

100x100x6.3 SHS TIE BEAM CUT AND FIXED TO RSA WITH 2No. M16 GRADE 8.8 BOLTS THRO' TAB PLATES

SECTION D-D SECTION E-E 1:10 1:10

NOTES:

1. DO NOT SCALE FROM THIS DRAWING.

2. REFER TO DRAWING S-3000 FOR GENERAL NOTES.

3. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS ON SITE PRIOR TO FABRICATION.

4. ALL CONNECTIONS ARE TO BE MIN. 6mm FILLET WELDS UNLESS NOTED OTHERWISE.

5. ALL STEELWORK CONNECTION BOLTS TO BE M16 BOLTS GRADE 8.8 UNLESS NOTED OTHERWISE.

6. SIZES OF ALL STEELWORK INDICATIVE AND ARE SUBJECT TO CHANGE ON ALL DETAILED DESIGN, FOR CONSTRUCTION ISSUE.

7. FOR GALVANISING, POWDER COATING AND STEEL GRADES REFER TO GENERAL NOTES DRAWNG: S-3000.

8. PILES ARE TO BE DESIGNED BY THE CONTRACTOR. PILES ARE DESIGNED TO HAVE AWORKING LOAD OF 75kN COMPRESSION, 25kN TENSION, 10kN SHEAR.

9. WHERE PILES WILL HAVE TO BE MOVED TO AVOID EXISTING SERVICES, THE CONTRACTOR IS TO BRING THIS TO THE ATTENTION OF SOUTHAMPTON CITY COUNCIL STRUCTURES DEPARTMENT, WHO RESERVE THE RIGHT TO REVIEW AND REVISE THE DESIGN AND REINFORCEMENT.

10. EXPOSED CONCRETE TO BE FAIR FACED. TOP CORNERS TO HAVE 20mm CHAMFER.

11. CONCRETE GRADE TO BE MINIMUM C35.

12. ALL REINFORCEMENT TO HAVE 50mm COVER TO ALL STEELWORK.

13. FOR REINFORCEMENT INFORMATION, PLEASE REFER TO DRAWING S-3901.

14. THERE ARE 42 ELEVATIONS IN TOTAL. EACH 1YPE' DRAWING SHOWS ATYPICAL SOLUTION. THERE MAY BE VARIATIONS IN BLOCK HEIGHT AND OVERALL LENGTH, RESULTING IN MORE OR LESS STEELWORK/FOUNDATIONS REQUIRED, DEPENDING ON EACH INDIVIDUAL CASE.

15. THE TENDERER NEEDS TO CROSS REFERENCE 1YPE' DRAWINGS WITH BLOCK LOCATION MAP AND LOCATION PLANS (REFER TO BLOCK LOCATION MAP S-3001 AND LOCATION PLANS S-3002, S-3003 &S-3004).

16. TYPE 7, AS SHOWN ON THE LOCATION PLAN IS TO BE DRAWN. (PLEASE NOTE, THIS WILL BE SIMILAR TO ATYPE 1 BLOCK, WITH ADDITIONAL COLUMNS AT EACH STAGGERED RETURN/CORNER).

17. THE CONTRACTOR IS TO UNDERTAKE THEIR OWN SURVEYS FOR THE PRODUCTION OF THEIR OWN FABRICATION DRAWINGS.

18. sec TO REVIEW AND COMMENT PRIOR TO COMMENCEMENT OF FABRICATION.

19. FOR SPECIFICATION REFER TO NBS, DESIGNERS RISK ASSESSMENT AND SCOPE OF WORKS AND ADDITIONAL SPECIFICATIONS.

T1 I24.02.17ITENDER ISSUE AF I CT I DH

Rev IDate IAmendments By IChk IAprv

Drawing Status:

TENDER Client:

SOUIBAMPTON•CITY COUNCIL ®

Project Title:

CANTILEVER BALCONY SUPORT - LOT 3

MEDIUM RISE Drawing Title:

TYPICAL DETAILS SHEET 2

Project No.: IDrawing No.: IRev.

RP200058 I S-3902 I T1 Oa1e: JAN '17 Scale: AS SHOWN @A1

By: AF IChecked: CT IApproved: DH

UPR Number: .

G:\PROPERTY\Housing\RP200058 - Cantilever Balconies Supports\Lot 3-Mediuln Rise\11 - Drawings\S-3901, S-3902, S-3903 - GENERAL DETAILS.dwg Plot date and time = 2410212017 15:35:27 I

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