_______ _ ____ _ ______ __ __ __ __ _ __ __ ____ __ _ ___ __ ______ ______ ______ ______ ______ ______ ______ _

_____ _______ ______ _ ____ _ __ ____ ______ ___ _______ ______ ______ ______ ______ ______ ______ ______ ______ ______

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COLUMNS ARE TYPICALLY VERT/CALLY ALIGNED WITH EXISTING BALCONY PANEFMIJEEIONSC'W/Tf/TYPICAITY3NO:-COWMNS'PER'FEAT. HOWEVER THIS [ ~AYNOT'wdfi?KON CERTAIN BLOCKS 1~D PROPOS~D POSTS. ' (REFER ~O DIFFEREN~CONFIGURATION AS SH0WN ON TYPE 2, FOR EXAMPLE).::J I IDIDI II 10101 1n 10101 11 ~ IDIDI 1nI I II I

THIS STEELWORK HAS BEEN CONFIGURED-TO 100x100x6.3 SHS FIXED MATCH DOOR OPENINGS AND EQUAL SPANS BACK TO PFC ON WALL 3000 APPROX. = = (PFC NOT SHOWN) ~

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D rrrr PILECAPS WITH 2No. 11ij PILES ARE DESIGNED TO Lid LidPILES {TYP). --- ­ HAVE AWORKING LOAD OF ~ ~ 75kN COMPRESSION, 25kN

GROUND BEAM LAYOUT MAY BE SUBJECT TOTENSION, 10kN SHEAR CHANGE TO ACCOMMODATE ANY DISABLEDFRONT ELEVATION ACCESS RAMPS, EITHER PRESENT OR PROPOSEDTYPICAL BAY

SHS SLAB FIXING FOR ERECTION METHODOLOGY

REFER TO SCOPE OF WORKS

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PILE AND PILECAP LOCATION TO BE DETERMINED ON SITE TO

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PLAN AT GROUND FLOOR LEVEL AVOID EXISTING SERVICES. {THE LAYOUT SHOWN HERE IS

INDICATIVE ONLY, WHICH WILL BE SIMILAR ON ALL BLOCKS)

NOTES:

1. DO NOT SCALE FROM THIS DRAWING. 9. WHERE PILES WILL HAVE TO BE MOVED TO AVOID EXISTING 15. THE TENDERER NEEDS TO CROSS REFERENCE 'TYPE' SERVICES, THE CONTRACTOR IS TO BRING THIS TO THE DRAWINGS WITH BLOCK LOCATION MAP AND LOCATION PLANS

2. REFER TO DRAWING S-3000 FOR GENERAL NOTES. ATTENTION OF SOUTHAMPTON CITY COUNCIL STRUCTURES (REFER TO BLOCK LOCATION MAP S-3001 AND LOCATION PLANS DEPARTMENT, WHO RESERVE THE RIGHT TO REVIEW AND S-3002, S-3003 &S-3004).

3. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS ON SITE REVISE THE DESIGN AND REINFORCEMENT. PRIOR TO FABRICATION. 16. TYPE 7, AS SHOWN ON THE LOCATION PLAN IS TO BE DRAWN.

10. EXPOSED CONCRETE TO BE FAIR FACED. TOP CORNERS TO (PLEASE NOTE, THIS WILL BE SIMILAR TO ATYPE 1BLOCK, WITH 4. ALL CONNECTIONS ARE TO BE MIN. 6mm FILLET WELDS HAVE 20mm CHAMFER. ADDITIONAL COLUMNS AT EACH STAGGERED RETURN/CORNER). UNLESS NOTED OTHERWISE.

11. CONCRETE GRADE TO BE MINIMUM C35. 17. THE CONTRACTOR IS TO UNDERTAKE THEIR OWN SURVEYS v.----~ ~ 5. ALL STEELWORK CONNECTION BOLTS TO BE M16 BOLTS FOR THE PRODUCTION OF THEIR OWN FABRICATION DRAWINGS. GRADE 8.8 UNLESS NOTED OTHERWISE. 12. ALL REINFORCEMENT TO HAVE 50mm COVER TO ALL

STEELWORK. 18. sec TO REVIEW AND COMMENT PRIOR TO COMMENCEMENT 6. SIZES OF ALL STEELWORK INDICATIVE AND ARE SUBJECT TO OF FABRICATION. LOCATION PLANCHANGE ON ALL DETAILED DESIGN, FOR CONSTRUCTION ISSUE. 13. FOR REINFORCEMENT INFORMATION, PLEASE REFER TO

DRAWING S-3901. 19. FOR SPECIFICATION REFER TO NBS, DESIGNERS RISK 7. FOR GALVANISING, POWDER COATING AND STEEL GRADES ASSESSMENT AND SCOPE OF WORKS AND ADDITIONAL REFER TO GENERAL NOTES DRAWNG: S.3000. 14. THERE ARE 42 ELEVATIONS IN TOTAL. EACH 'TYPE' DRAWING SPECIFICATIONS.

SHOWS A TYPICAL SOLUTION. THERE MAY BE VARIATIONS IN 8. PILES ARE TO BE DESIGNED BY THE CONTRACTOR. PILES ARE BLOCK HEIGHT AND OVERALL LENGTH, RESULTING IN MORE OR DESIGNED TO HAVE AWORKING LOAD OF 75kN COMPRESSION, LESS STEELWORK/FOUNDATIONS REQUIRED, DEPENDING ON SHS SLAB FIXING25kN TENSION, 1OkN SHEAR. EACH INDIVIDUAL CASE.

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T1 l24.02.17ITENDER ISSUE AF I CT I DH

Rev IDate IAmendments By IChk IAprv Drawing Status:

TENDER Client:

SOUTHAMPTON•CITY COUNCIL ®

Projec1 Tme:

CANTILEVER BALCONY SUPPORT - LOT 3

MEDIUM RISE Drawing Title:

TYPICAL ELEVATION

ITYPE 1I Project No.: IDrawing No.: IRev.

RP200058 I S-31 00 I T1 Date: JAN '17 Scale: 1:50 @ A1

By: AF Checked: CT Approved: DH

UPR Number: .

G:IPROPERTY\Housing\RP200058 - Cantilever Balconies I Supports\Lot 3-Medium Rise\11 - Drawings\S-3100, S-3150 TYPE 1.dwg Plot date and time= 24/0212017 15:25:53 I

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