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1 2 3 3 2 1 TOC=13575.00 TOC=12075.00 FD-07 FD-03 FD-08 FD-08 FD-03 FD-07 FD-07 FD-09 FD-03 FD-10 PC007 PC008 PC010 PC009 TOC=9075.00 FD-06 FD-01 FD-02 FD-02 FD-01 FD-06 PC001 PC012 PC006 PC014 TOC=6075.00 FD-06 FD-01 FD-02 FD-02 FD-01 FD-06 PC011 PC002 PC013 PC005 TOC=3075.00 FD-06 FD-01 FD-02 FD-02 FD-01 FD-06 PC001 PC012 PC006 PC014 PC015 PC015 PC015 PC015 PC004 PC004 PC004 PC004 PC004 PC004 PC004 PC004 PC004 PC004 PC004 PC004 FD-06 FD-09 FD-01 FD-10 FD-06 FD-09 FD-01 FD-10 FD-06 FD-09 FD-01 FD-10 TOC= -675.00 FD-05 FD-04 FD-04 FD-04 FD-04 FD-05 FD-05 FD-04 1 2 3 3 2 1 WORKED ON DRAWING BY OMI ARCHITECTS

KEY 10 mm Drip B. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS, ENGINEERS AND SPECIALISTS DRAWINGS AND SPECIFICATIONS. C. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE. ALL LEVELS IN METRES UNLESS NOTED OTHERWISE. Apartment for One Manchester at Royce Road,Manchester D. ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER IMMEDIATELY. Chamfer CHAMFER 5mm FALL • Primary focus was on the precast feature lattice framework to the ends of three Rd16 SSRCP1675 CROSS PIN CAST IN PLATE REFER SOCKETS BY EURO TO TIKANT DRAWINGS ACCESSORIES apartment blocks . 16-2012-508,509,510 DRIP FOR DETAILS 1. ALL REINFORCEMENT DRAWINGS ARE TO BE A. DO NOT SCALE THIS DRAWING. ALL DIMENSIONS 1. ALL REINFORCEMENT DRAWINGS ARE TO BE A. DO NOT SCALE THIS DRAWING. ALL DIMENSIONS 2No. EUROACC READ IN CONJUNCTION WITH THE FOLLOWING • 9. ALL MATERIALS Assisted AND WORKMANSHIP in the TO BEpreparation MUST CHECKED/ of VERIFIED full set ON SITE.IF of IN DOUBT structural drawings . READ IN CONJUNCTION WITH THE FOLLOWING 9. ALL MATERIALS AND WORKMANSHIP TO BE MUST BE CHECKED/ VERIFIED ON SITE.IF IN DOUBT SSRCP1675 SOLID ROD CORNER SECTION TIKANT DRAWINGS DONE IN ACCORDANCE WITH RELEVANT BRITISH ASK. TIKANT DRAWINGS DONE IN ACCORDANCE WITH RELEVANT BRITISH ASK. SOCKET FIXING WITH SCALE 1:2 STANDARDS E.N. AND CODES OF PRACTICE UNIT PC002 WEIGHT = 1882 kg • STANDARDS Worked E.N. AND with CODES OF the PRACTICEArchitect keeping track of the design and site updates. CROSSBAR UNIT PC002 WEIGHT = 1882 kg 2. FOR ELEVATIONS AND GA SEE DRAWINGS B. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH 2. B. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH 16-2012-300 FOR ELEVATIONS - 305 AND GA SEE DRAWINGS 10. COVER TO BARS TO BE 40MM UNLESS NOTED ALL RELEVANT ARCHITECTS, ENGINEERS AND ALL RELEVANT ARCHITECTS, ENGINEERS AND 2 2 16-2012-300 - 305 10. OTHERWISE COVER TO BARS TO BE 40MM UNLESS NOTED SPECIALISTS DRAWINGS AND SPECIFICATIONS. SPECIALISTS DRAWINGS AND SPECIFICATIONS. 3. FOR UNIT ELEVATIONS SEE DRAWING OTHERWISE BAR BENDING SCHEDULE PER UNIT 3. BAR BENDING SCHEDULE PER UNIT 16-2012-401 FOR UNIT ELEVATIONS SEE DRAWING 11. CLASS U3 FINISH TO INTERNAL FACE C. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED 16-2012-401 C. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED MOULD FACE 11. CLASS U3 FINISH TO INTERNAL FACE OTHERWISE. ALL LEVELS IN METRES UNLESS NOTED Rd20 OTHERWISE. ALL LEVELS IN METRES UNLESS NOTED 4. FOR BRACKET DETAILS SEE 16-2012 500,508,509 12. ALL CAST IN SOCKETS TO BE ZINC PLATED OTHERWISE. 4. OTHERWISE. & 510 FOR BRACKET DETAILS SEE 16-2012 500,508,509 12. ALL CAST IN SOCKETS TO BE ZINC PLATED & 510 Rd16 U.N.O. U.N.O. Rd16 WITH SS FOR STAINLESS STEEL. WITH SS FOR STAINLESS STEEL. Rd16 D. ANY DISCREPANCIES NOTED ON SITE ARE TO BE B C1 15.11.16 Issued for Construction D. ANY DISCREPANCIES NM SA NOTED ON SITE ARE TO BE 5. CONCRETE GRADE C40/50 13. ALL THREADED STUDS TO BE FULLY EMBEDDED REPORTED TO THE ENGINEER IMMEDIATELY. EUROACC SLS20100 CAST IN PLATE REFER 5. CONCRETE Rd16 GRADE C40/50 13. Rd16 REPORTED TO THE ENGINEER IMMEDIATELY. INTO ALL SOCKETS Rd16 THREADED STUDS TO P2 BE 30.09.16 FULLY EMBEDDED General Updates NM SA 3 3 SHORT END LIFTING INTO SOCKETS 1 TO TIKANT DRAWING 6. MINIMUM CONCRETE STRENGTH BEFORE P1 16.09.16 First Issue NM SA SOCKETS TOP AND 16-2012-500 FOR 6. TILTING MINIMUM OR LIFTING CONCRETE TO BE STRENGTH 25N/mm² BEFORE TROWEL FACE 14. ALL Rd20STRUCTURAL/SECONDARY Rev STEELWORK Date Details TOof Issue/ Revision Drw Rev BOTTOM DETAILS TILTING OR LIFTING TO BE 25N/mm² 14. BE SEPARATED ALL STRUCTURAL/SECONDARY FROM S/S. FITTINGS STEELWORK TO ISSUES & REVISIONS USING Rd16 Rd16 7. THE CONTRACTOR IS RESPONSIBLE FOR ISOLATION BE SEPARATED WASHERS FROM S/S. FITTINGS USING 7. SETTING THE CONTRACTOR OUT AND ACCURACY IS RESPONSIBLE OF WORK FOR ISOLATION WASHERS Rd20 ON-SITE SETTING OUT AND ACCURACY OF WORK 15. LIFTING BEAM TO BE USED FOR ALL LIFTS SUCH ON-SITE 15. THAT LIFTING ANGLE BEAM OF LIFT TO BE IS NOT USED MORE FOR THAN ALL LIFTS 12.5° SUCH Rd16 Rd16 8. THIS DRAWING IS TO BE READ IN CONJUNCTION FROM THAT VERTICAL ANGLE OF ENSURING LIFT IS NOT AN EVEN MORE LIFT THAN USING 12.5° 8. WITH THIS ELEVATION DRAWING GA, IS TO UNIT BE DRAWING READ IN CONJUNCTION AND FIXING Rd20 FROM LIFTING VERTICAL SOCKETS ENSURING AND Rd16 AN SOCKETS EVEN LIFT USING DRAWING WITH ELEVATION AS APPLICABLE GA, UNIT DRAWING AND FIXING BEHIND Rd20 CAST LIFTING IN BRACKET SOCKETS AND Rd16 SOCKETS DRAWING AS APPLICABLE BEHIND CAST IN BRACKET ELEVATION B SCALE- 1:20 1 1. ALL REINFORCEMENT DRAWINGS ARE TO BE A. DO NOT SCALE THIS DRAWING. ALL DIMENSIONS 2H12-05 UBAR 1EF Client 2H12-05 UBAR 1EF READ IN CONJUNCTION WITH THE FOLLOWING A9. ALL MATERIALS AND WORKMANSHIP TO BE MUST BE CHECKED/ VERIFIED ON SITE.IF IN DOUBT 05 TIKANT DRAWINGS DONE IN ACCORDANCE WITH RELEVANT BRITISH ASK. 05 STANDARDS E.N. AND CODES OF PRACTICE BARCON 2. FOR ELEVATIONS AND GA SEE DRAWINGS PLAN B. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH 16-2012-300 - 305 UNIT 10. PC001 COVER TO BARS TO BE 40MM UNLESS NOTED ALL RELEVANT ARCHITECTS, ENGINEERS AND Rd16 OTHERWISE SPECIALISTS DRAWINGS AND SPECIFICATIONS. Rd16 1H16-01 U-BAR TOP SCALE- 1:20 1H16-01 U-BAR TOP 3. FOR UNIT ELEVATIONS 1H16-01 U-BAR SEE DRAWING TOP 1H16-01 U-BAR TOP Rd16 R UNIT 1H16-01 U-BAR BTM 1H16-01 U-BAR BTM Rd16 16-2012-4011H16-01 U-BAR BTM 11. CLASS U3 FINISH TO INTERNAL FACE C. 1H16-01 ALL DIMENSIONS U-BAR BTM IN MILLIMETRES UNLESS NOTED Project Title 11 11 OTHERWISE. 11 ALL LEVELS IN METRES 11 UNLESS NOTED C2 15.11.16 Sockets & Notes Amended NM SA 2 11 4. FOR BRACKET 11 DETAILS 2 SEE 16-2012 500,508,509 12. ALL CAST IN SOCKETS TO BE ZINC PLATED OTHERWISE. 11 11 C2 15.11.16 Sockets & Notes Amended NM SA 2 2 ROYCE ROAD, C1 10.11.16 Issued For Construction SA JL & 510 U.N.O. WITH SS FOR STAINLESS STEEL. 05 C1 10.11.16 Issued For Construction SA JL 11 11 D. ANY DISCREPANCIES 11 NOTED ON SITE 11 ARE TO BE 05 140x140 STEEL HOLLOW 11 11 11 11 8H8-11-150 2H8-09-150 P2 30.09.16 General update MB SA 8H8-11-150 2H8-09-150 MANCHESTER P2 30.09.16 General update MB SA 10mm SHIMS(MAX 20mm) 2 No. M12 HEXAGONAL HOT DIPPED 5. CONCRETE GRADE C40/50 13. ALL THREADED STUDS TO BE FULLY EMBEDDED REPORTED TO THE ENGINEER IMMEDIATELY. SECTION BY OTHERS P1 16.09.16 First Issue MB SA SECTION 1-1 SECTION 2-2 P1 16.09.16 First Issue MB SA GALVANIZED HOLLO- BOLTS BY 10mm THICK FARRAT TBK 11 11 INTO SOCKETS 2 11 11 2 11 11 2 11 SCALE- 11 1:20 2 SCALE- 1:20 ELEVATION B Rev Date Details of Issue/ Revision Drw Rev LINDAPTER 6. MINIMUM CONCRETE STRENGTH BEFORE ELEVATION B Rev Date Details of Issue/ Revision Drw Rev THERMAL BREAK PLATE TO TILTING OR LIFTING TO BE 25N/mm² 14. ALL STRUCTURAL/SECONDARY STEELWORK TO 12mm THK STEEL BEARING PLATE ISSUES & REVISIONS BE APPROVED BY 11 11 WELDED ONTO SHS Drawing Title ISSUES & REVISIONS ARCHITECT 11 11 BE SEPARATED FROM S/S. FITTINGS USING 11 11 11 11 WITH 6mm FILLET WELD TOP+BOTTOM B 7. THE CONTRACTOR IS RESPONSIBLE FOR ISOLATION WASHERS B MOULD FACE 11 UNIT DETAIL FOR UNIT Rd20 SETTING 11 OUT AND ACCURACY OF WORK 11 11 11 ON-SITE 11 15. LIFTING BEAM TO BE USED FOR ALL LIFTS SUCH 2H16-03 TOP 11 11 2H16-03 TOP REFERENCED PC001 Rd16 Rd16 THAT ANGLE OF LIFT IS NOT MORE THAN 12.5° 2H16-03 BTM 11 11 1 2H16-03 BTM 11 11 C 8. THIS DRAWING IS TO BE READ IN CONJUNCTION FROM VERTICAL ENSURING AN EVEN LIFT USING 11 11 2H16-03 TOP 1 11 11 C WITH ELEVATION GA, UNIT 2H12-05 UBAR 1EF 2H16-03 DRAWING TOP AND FIXING Rd20 LIFTING SOCKETS AND Rd16 SOCKETS Rd16 Rd16 2H16-03 BTM 2H12-05 UBAR 1EF 11 DRAWING 11 AS APPLICABLE BEHIND CAST IN BRACKET 2H16-03 BTM 11 11 05 11 11 11 11 05 Scale 1:20,1:2 Drawn NM 04 02 02 04 Rd20 11 04 02 02 04 11 11 TROWEL FACE 11 Size A3 Reviewed SA 11 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 11 11 08 08 08 08 08 08 08 08 2H12-05 08 08UBAR 1EF08 08 08 08 08 08 08 08 08 08 11 Drawing Status Client Rd16 Client 09 07 Rd16 09 05 07 Rd20SS Rd20SS CONSTRUCTION Rd16 Rd20SS Rd20SS SECTION 3-3 Rd16 BARCON 16mm SOCKETS BEHIND 2 No. M16 8.8 ZINC PLATED 09 ELEVATION A BARCON CAST IN ANGLE BRACKET THREADED RODS SCREWED 09 SCALE- 07 SCALE- 1:20 07 1:20 Drawing No. Revision Rd16 INTO SOCKET BEHIND 09 09 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 07 07 PLATE.RODS TO BE FULLY 1H16-01 U-BAR TOP 09 09 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 07 07 05 05 12mm THICK S355 J2 FOLDED PLATE INCOMING PRECAST 16-2012 400 C1 03 03 Rd16 04 02 02 04 03 03 2H8-07-150 8H8-11-150 EMBEDDED INTO SOCKET. 1H16-01 U-BAR BTM03 03 04 02 02 04 03 03 2H8-07-150 8H8-11-150 BEAM c Copyright TIKANT Ltd11 11 ELEVATION C C2 15.11.16 Sockets & Notes Amended NM SA ELEVATION C Project Title FD-09 : PLAN AT STEEL BEARING PLATE Project Title 2H16-02 UBAR TOP 2H16-02 C1 UBAR 10.11.16 TOPIssued For Construction SA JL PLAN AT THE FOLDED PLATE 2H16-02 UBAR TOP 05 11 11 2H16-02 UBAR TOP 2H16-02 UBAR BTM 2 No. M16 8.8 ZINC PLATED THREADED 8H8-11-150 2H8-09-150 2H16-02 UBAR BTM 1 2H16-02 P2 UBAR 30.09.16 BTMGeneral update MB SA ROYCE 1 2H16-02 UBAR BTM ROYCE ROAD, ROAD, RODS SCREWED INTO SOCKETS BEHIND 12mm THICK S355 J2 A SSL A P1 16.09.16 First Issue MB SA ANGLE BRACKET.RODS TO BE FULLY FOLDED PLATE 2 11 11 2 ELEVATION B Rev Date Details of Issue/ Revision Drw Rev MANCHESTER MANCHESTER EMBEDDED INTO SOCKET. PLAN PLAN ISSUES & REVISIONS 11 11 TOP OF STRING COURSE UNIT PC002 UNIT PC002 04 06 04 02 04 06 0402 02 02 02 02 01 01 11 11 01 01 Drawing Title 2H16-03 TOP 02 02 Drawing Title 2H16-03 BTM 1 C UNIT UNIT REINFORCEMENT 11 11 REINFORCEMENT 2H12-05 UBAR 1EF 02 02 02 02 02 02 01 01 DETAIL 02 04 06 04 02 01 01 DETAIL FOR FOR UNIT 11 11 05 UNIT 3H16-10 U-BARS 04 06 04 11 1H16-06 TOP 3H16-10 U-BARS 2H16-04 TOP REFERENCED 1H16-06 TOP 2H16-04 TOP 1H16-06 TOP REFERENCED PC002 08 08 08 08 08 08 PC002 11 1H16-06 TOP 2 No. M12 HEXAGONAL HOT 1H16-06 BTM 06 10 2H16-04 BTM 06 1H16-06 BTM 06 10 2H16-04 BTM 06 Client 1H16-06 BTM Rd16 1H16-06 BTM Scale 1:20 Drawn MB DIPPED GALVANIZED 07 Scale 1:20 Drawn MB HOLLO-BOLTS BY LINDAPTER SECTION 1-1 SECTION 2-2 Rd20SS Rd20SS Rd16 SECTION 1-1 SECTION 2-2 Size A3 Reviewed SA Rd20SS Rd20SS Size A3 Reviewed SA FOLDED ANGLE BRACKET 10mm SHIMS(MAX 20mm) AND BARCON 07 Rd20SS Drawing Status 10mm THICK FARRAT TBK Drawing Status STEEL BEARING PLATE WITH THERMAL BREAK PLATE TO BE Rd20SS Rd20SS CAST IN ANGLE BRACKET 08 08 08 08 08 08 07 07 10mm SHIMS AND 10mm THICK APPROVED BY ARCHITECT Rd20SS 05 Rd20SS BEARS ONTO BEARING PLAN AT CAST CONSTRUCTION IN CONSTRUCTION ANGLE BRACKET FARRAT TBK THERMAL BREAK 03 03 2H8-07-150 8H8-11-150 PLATE PLATE TO BE APPROVED BY 140x140 STEEL HOLLOW 06 10 06 ARCHITECT SECTION 2H8-09-150 06 ELEVATION 10 C 06 Drawing No. Revision Project 21H8-08-150 Title 2H8-07-150 Drawing No. Revision 2H8-09-150 21H8-08-150 2H8-07-150 REINFORCEMENT 2H16-02 UBAR TOP WELDED TO ANGLE FD-09 :TYPICAL SECTION ELEVATION A 16-2012 BRACKET WITH ELEVATION A 16-2012401 401 RC RC C2 1 2H16-02 UBAR BTM ROYCE ROAD, C2 6mm FILLET WELD c Copyright TIKANT Ltd c Copyright TIKANT Ltd MANCHESTER SITE DRILLED HOLES FOR 04 06 04 HOLLO-BOLTS 02 02 01 01 B 02 02 Drawing Title A 06 20SS 06 03 01 06 03 01 03 01 06 06 1H16-06 TOP 1H16-06 BTM Rd20SS 03 01 03 06 01 03 01 06 02 02 08 04 06 04 02 02 SECTION 1-1 SECTION 2-2 01 11 01 Scale Size 03 01 Drawing Status 03 01 06 Reviewed 03 01 06 06 03 01 UNIT REINFORCEMENT DETAIL FOR UNIT REFERENCED PC002 06 1:20 Drawn MB A3 CONSTRUCTION SA 08 08 SECTION 11 11 PLAN ELEVATION A FOLDED ANGLE BRACKET DETAIL BAR BENDING SCHEDULE A PLAN ELEVATION A ELEVATION B ELEVATION ON SHS S355(J2) FOLDED PLATE DETAIL ALL PLATES TO BE GALVANISED S275 J2 MILD STEEL U.N.O. ALL FIXINGS TO BE ZINC PLATED . FIXINGS TO BE PAINTED WITH 2 COATS RIW LAC ONCE CONNECTION COMPLETED. A. DO NOT SCA MUST BE CHE ASK. B. THIS DRAWIN ALL RELEVAN SPECIALISTS C. ALL DIMENSI OTHERWISE. OTHERWISE. D. ANY DISCREP REPORTED T ISSUES & REVISIO C2 02.12.16 A C1 09.11.16 Is P2 19.10.16 G P1 07.10.16 F Rev Date D Client BARCO Project Title ROYCE MANCHE Drawing Title FD-09 FI Scale 1:10 Size A3 Drawing Status CONSTR Drawing No.

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