STRUCTURAL 3D VIEW (NORTH)

STRUCTURAL 3D VIEW (SOUTH)

DRAWING LIST DRAWING LIST

DRAWING NUMBER DRAWING NAME DRAWING NUMBER DRAWING NAME
KSR-CSC-DE-XX-DR-S-0001 STRUCTURAL DRAWING LIST KSR-CSC-DE-XX-DR-S-0824 BLOCK D - FOURTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0002 GENERAL NOTES DRAWING KSR-CSC-DE-XX-DR-S-0825 BLOCK D - FIFTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0003 WATER PROOFING DETAILS KSR-CSC-DE-XX-DR-S-0826 BLOCK D - SIXTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0004 TYPICAL DETAILS SHEET 1 KSR-CSC-DE-XX-DR-S-0827 BLOCK D - SEVENTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0005 TYPICAL DETAILS SHEET 2 KSR-CSC-DE-XX-DR-S-0828 BLOCK D - EIGHTH FLOOR SECTIONS
KSR-CSC-DE-B1-DR-S-0300 BASEMENT BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0829 BLOCK D - NINTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0302 BLOCK D & E BASEMENT SECTIONS KSR-CSC-DE-XX-DR-S-0830 BLOCK D - TENTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0305 BLOCK D & E PILING GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0831 BLOCK D - ELEVENTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0306 BLOCK D & E CAPPING BEAM GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0832 BLOCK D - TWELVETH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0307 CAPPING BEAM ELEVATIONS SHEET 1 KSR-CSC-DE-XX-DR-S-0833 BLOCK D - THIRTEENTH FLOOR SECTIONS
KSR-CSC-DE-XX-DR-S-0308 CAPPING BEAM ELEVATIONS SHEET 2 KSR-CSC-DE-XX-DR-S-0834 BLOCK D - ROOF SECTIONS
KSR-CSC-DE-XX-DR-S-0309 CAPPING BEAM SECTIONS KSR-CSC-DE-XX-DR-S-0835 BLOCK E - FIRST FLOOR SECTIONS
KSR-CSC-DE-00-DR-S-0800 GROUND FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0836 BLOCK E - SECOND FLOOR SECTIONS
KSR-CSC-DE-01-DR-S-0801 FIRST FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0837 BLOCK E - THIRD FLOOR SECTIONS
KSR-CSC-DE-02-DR-S-0802 SECOND FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0838 BLOCK E - FOURTH FLOOR SECTIONS
KSR-CSC-DE-03-DR-S0803 THIRD FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0839 BLOCK E - FIFTH FLOOR SECTIONS
KSR-CSC-DE-04-DR-S-0804 FOURTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0840 BLOCK E - SIXTH FLOOR SECTIONS
KSR-CSC-DE-05-DR-S-0805 FIFTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0841 BLOCK E - SEVENTH FLOOR SECTIONS
KSR-CSC-DE-06-DR-S-0806 SIXTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0842 BLOCK E - EIGHTH FLOOR SECTIONS
KSR-CSC-DE-07-DR-S0807 SEVENTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0843 BLOCK E - NINTH FLOOR SECTIONS
KSR-CSC-DE-08-DR-S-0808 EIGHTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0844 BLOCK E - ROOF SECTIONS
KSR-CSC-DE-09-DR-S-0809 NINTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0850 BLOCK D - CORE 1 SHEET 1
KSR-CSC-DE-10-DR-S-0810 TENTH FLOOR BLOCK D & E GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0851 BLOCK D - CORE 1 SHEET 2
KSR-CSC-DE-11-DR-S-0811 ELEVENTH FLOOR BLOCK D GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0852 BLOCK D - CORE 2 SHEET 1
KSR-CSC-DE-12-DR-S-0812 TWELVETH FLOOR BLOCK D GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0855 BLOCK E - CORE SHEET 1
KSR-CSC-DE-13-DR-S-0813 THIRTEENTH FLOOR BLOCK D GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0856 BLOCK E - CORE SHEET 2
KSR-CSC-DE-RF-DR-S-0814 ROOF BLOCK D GENERAL ARRANGEMENT KSR-CSC-DE-XX-DR-S-0860 BLOCK D ELEVATIONS SHEET 1
KSR-CSC-DE-XX-DR-S-0818 BLOCK D & E GROUND FLOOR SECTIONS KSR-CSC-DE-XX-DR-S-0861 BLOCK D ELEVATIONS SHEET 2
KSR-CSC-DE-XX-DR-S-0821 BLOCK D - FIRST FLOOR SECTIONS KSR-CSC-DE-XX-DR-S-0862 BLOCK D ELEVATIONS SHEET 3
KSR-CSC-DE-XX-DR-S-0822 BLOCK D - SECOND FLOOR SECTIONS KSR-CSC-DE-XX-DR-S-0865 BLOCK E ELEVATIONS SHEET 1
KSR-CSC-DE-XX-DR-S-0823 BLOCK D - THIRD FLOOR SECTIONS KSR-CSC-DE-XX-DR-S-0866 BLOCK E ELEVATIONS SHEET 2

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
STRUCTURAL DRAWING LIST
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0001 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
03/24/17 Author Checker Approver @ A0
GENERAL CONCRETE STEELWORK MASONRY

1. REFERENCE HEREIN TO IRISH BUILDING REGULATIONS, BRITISH OR OTHER NATIONAL STANDARD OR 1. THE STRUCTURAL STEELWORK CONTRACTOR IS TO CARRY OUT A DETAILED SURVEY OF THE EXISTING STEELWORK OR OTHER ELEMENTS TO WHICH 1. ALL HORIZONTAL D.P.C.s TO BE OF HIGH LOAD TYPE,UNLESS NOTED UNLESS NOTED OTHERWISE.
CODES OF PRACTICE DO NOT GIVE THE YEAR OF ISSUE OR DATES OF AMENDMENTS. 1. ALL CONCRETE WORKS TO BE IN ACCORDANCE WITH ALL RELEVANT SPECIFICATIONS AND ALL RELEVANT IRISH/ BRITISH STANDARDS. THE NEW WORKS ATTACH PRIOR TO THE DESIGN OF CONNECTIONS AND DRAWING OF FABRICATION DRAWINGS. DIMENSIONS ARE GIVEN FOR
THE LATEST RELEVANT PUBLISHED VERSION INCLUDING ANY RELEVANT AMENDMENTS GUIDANCE ONLY AT TENDER. THESE SURVEYS ARE TO BE ISSUED TO THE ARCHITECT AND STRUCTURAL ENGINEER, NO DELAYS OR COSTS 2. WHERE REQUIRED, DOVETAIL SLOTS ARE TO BE CASTINTO CONCRETE ELEMENTS TO ALLOW FOR TYING IN OF BLOCKWORK @ 225mm crs. VERTICALLY.
AND ADD END AT THE DATE OF INVITATION TO TENDER SHALL APPLY. WHERE A STANDARD OR CODE 2. ALL CONCRETE WORK TO BE IN ACCORDANCE WITH THE ENGINEERS CONCRETE SPECIFICATIONS (U.N.O. ELSEWHERE). ASSOCIATED WITH ALTERATIONS BEING REQUIRED WHERE THESE SURVEYS HAVE NOT BEEN CARRIED OUT WILL BE ACCEPTED.
OF PRACTICE HAS BEEN SUPERSEDED, THE LATEST EDITION OF THE SUPERSEEDING 3. ALL BLOCKWORK WALLS TO BE TIED TO STEELWORK STANCHONS @ STANCHONS @ 225mm crs. VERTICALLY USING PROPRIETARY STAINLESS STEEL TIES
PUBLICATION SHALL APPLY. 3. ALL CONCRETE SOFFITS AND SIDES THAT ARE CAST AGAINST GROUND ARE TO BE PROTECTED BY 50mm BLINDING OR SHUTTERING WHILE IN THE WET STATE. 2. ALL STEELWORK DETAILING, FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH THE LATEST ISSUE OF IS EN 1090 EXC 2 INCLUDING ALL LATEST SECURED TO COLUMNS.
CONTRACTOR TO ISSUE METHOD STATEMENT (INCLUDING CONSTRUCTION JOINTS) TO THE ENGINEER FOR REVIEW. AMENDMENTS UNLESS MODIFIED BY ENGINEERS SPECIFICATION.
2. FOR SETTING OUT REFER TO ARCHITECTS DRAWINGS. 4. ALL MORTAR TO BE TYPE (iii) TO I.S. 325 PART 1 (1986).
4. ALL REINFORCEMENT BARS SHALL BE IN ACCORDANCE WITH BS4449 OR BS4461 WITH A YIELD STRENGTH OF 500 N/mm² FOR BARS DENOTED H. ALL WIRE MESH 3. ALL STEELWORK TO BE GRADE S355 TO BS EN10025 UNLESS NOTED OTHERWISE.
3. THIS DRAWING AND ALL OTHER DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL THE SHALL BE IN ACCORDANCE WITH H BS4483 WITH A MINIMUM YIELD STRENGTH OF 460 N/mm². 5. WALL TIES TO BE STAINLESS STEEL VERTICAL TWIST TYPE TO B.S. 1243 (1978) @ 450mm crs.VERTICALLY AND 675mm crs. HORIZONTALLY.
ARCHITECTURAL AND ENGINEERING DRAWINGS AND ALL OTHER RELEVANT DRAWINGS AND 4. ALL CONNECTIONS ARE TO BE DETAILED BY THE STEELWORK FABRICATOR. ADDITIONAL TIES TO BE PROVIDED WITHIN 225mm OF ALL OPENINGS AND MOVEMENT JOINTS @ 225mm crs. VERTICALLY. U.N.O.
SPECIFICATIONS. WHERE CONFLICT OCCURS BETWEEN THIS DRAWING AND ENGINEERS PROJECT 5. FOR ALL PENETRATIONS REFER TO ARCHITECTS/SERVICE ENGINEERS/SPECIALIST'S DRAWINGS. THESE ARE TO BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR ALSO CONSIDERED:
G.A. AND DETAIL DRAWINGS, THE PROJECT G.A. AND DETAIL DRAWINGS WILL TAKE PRECEDENCE TO ISSUE FOR CONSTRUCTION. APPROVED DRAWINGS ARE TO BE USED FOR CONSTRUCTION ONLY.. 5. EXCEPT AS NOTED ON THE DRAWINGS AND THESE NOTES, ALL CONNECTIONS SHALL BE MADE USING GRADE 8.8 BLACK BOLTS. -ANCON 21/18 OMEGA CHANNEL WITH PP21 WALL TIE OR
OVER THE NOTES ON THIS DRAWING. MINIMUM 4 NO. PER CONNECTION OR EQUIVALENT IN 6MM FILLET WELD TO SUPPORT MINIMUM SHEAR REACTION OR LOAD OF 100KN. -ANCON SDB FRAME CLAMPS SHOT FIXED
6. FOR DETAILS OF ALL CAST IN FIXINGS REFER TO ARCHITECTS/SERVICE ENGINEERS/SPECIALIST'S DRAWINGS U.N.O. ELSEWHERE. THESE ARE TO BE ISSUED TO
4. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE. ALL LEVELS ARE IN METERS ABOVE ENGINEER FOR REVIEW PRIOR TO ISSUE FOR CONSTRUCTION. 6. ALL TEMPORARY BRACING IS TO BE SET OUT ON THE CENTROIDS OF BRACING MEMBERS AND ON THE CENTRE LINE OF THE BEAMS EXCEPT 6. ALL 100mm BLOCK WALLS ARE TO BE RESTRAINED AT THE HEAD WITH ANCON HEAD RESTRAINT. @ 400 C/C
ORDNANCE DATUM, UNLESS NOTED ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE (REFER TEMPORARY SHEAR WALL BRACING WHICH IS PLACED CENTRALLY ABOUT THE R.C. DIMENSIONS. TEMPORARY VERTICALLY BRACED SHEAR WALL
TO ARCHITECTS DRAWINGS) INDICATING STRUCTURAL LEVEL (SSL) OR TOP OF STEEL (TOS). 7. FOR COVER TO REINFORCEMENT REFER TO ENGINEERS DRAWINGS. PANELS WHERE RELEVANT TO BE CAST IN TO R.C. WALL. 7. CONTROL JOINTS IN EXTERNAL BLOCKWORK ARE TO BE EXTENDED FROM DPC TO ROOF LEVEL. EXACT LOCATIONS OF THE JOINTS ARE TO BE AGREED
WITH THE ARCHITECT.
5. DO NOT SCALE FROM THE DRAWINGS, WORK TO FIGURED DIMENSIONS ONLY. ANY DISCREPANCIES IN 8. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE LOCATIONS OF ALL SLEEVES, OPENINGS ETC. FOR REVIEW BY THE ENGINEER. 7. DETAILS OF CONNECTIONS TO BE SUBMITTED TO THE ENGINEER AND WHERE REQUIRED TO THE ARCHITECT AND SERVICE ENGINEER FOR REVIEW
DIMENSIONS ARE TO BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE WORK IS PUT IN HAND. PRIOR TO FABRICATION OF STEELWORK. 8. ALL MASONRY WORKS TO BE IN ACCORDANCE WITH ALL RELEVANT SPECIFICATIONS AND ALL RELEVANT IRISH/ BRITISH STANDARDS.
9. THE LOCATION OF NON-STRUCTURAL CONCRETE UPSTANDS WILL BE INDICATED BY THE ARCHITECT.
6. THE CONTRACTOR REFERRED TO IN ALL NOTES SHALL APPLY TO THE MAIN CONTRACTOR OR HIS 8. COLUMN SPLICES, COLUMN SHAFTS TO BASE PLATES AND TOP SURFACES OF BASE PLATES SHALL BE MACHINED FOR BEARING. LENGTH AND 9. ALL MASONRY WORK TO BE IN ACCORDANCE WITH THE ENGINEERS MASONRY SPECIFICATIONS (U.N.O. ELSEWHERE).
APPOINTED SUB-CONTRACTORS. 10. REINFORCEMENT TO METAL DECKS GENERALLY TO BE MESH AS INDICATED ON ENGINEERS DRAWINGS. THE CONTRACTOR TO ESTIMATE AND PROVIDE THE THICKNESS SHOWN ARE AFTER MACHINING. ALL TOLERANCE FOR MACHINING ARE TO BE ALLOWED FOR BY THE STEELWORK CONTRACTOR. THE AIR
NECESSARY QUANTITY OF REINFORCEMENT. GAP BETWEEN BEARING SURFACES MEASURED IN ANY DIRECTION SHALL NOT EXCEED; 10. THE COMPRESSIVE STRENGTH OF ALL LOAD BEARING MASONRY SHALL BE AS INDICATED ON THE APPROPRIATE G.A. DRAWINGS.
7. FOR REFURBISHMENT PROJECTS (WHERE APPLICABLE) AN EVALUATION HAS BEEN MADE OF THE
RELATIONSHIP OF THE NEW CONSTRUCTION ABOVE THE EXISTING AND ITS EFFECT UPON THE 11. AGGREGATES IN CONCRETE IN FOUNDATIONS OR NEW PILES ETC. IN CONTACT WITH THE GROUND TO BE MIX REFERENCE 'X' AS PER STRUCTURAL CONCRETE (A) OVER 50% OF THE LENGTH MEASURED; 0.5mm. OVER 50% OF THE LENGTH MEASURED; 0.5mm. 11. SOLID CONCRETE BLOCKS SHALL BE TO GROUP 1 UNITS CONFORMING TO IS EN 771-3 AND THE DECLARED MEANS COMPRESSIVE STRENGTH SHALL BE
CAPACITY OF THE RETAINED PARTS. ALLOWANCES HAVE BEEN INCLUDED IN THE TENDER SPECIFICATION AND TO IS EN 206. (B) OVER 90% OF THE LENGTH MEASURED; 1.0mm. OVER 90% OF THE LENGTH MEASURED; 1.0mm. 7.5N/MM² TO IS EN 772-1. HOLLOW CONCRETE BLOCKS SHALL BE TO GROUP 2 TO IS EN 771-3 WITH A MEAN STRENGTH OF 4.5N/mm² TO IS EN 772-1.
DOCUMENTS. BEFORE ANY NEW CONSTRUCTION COMMENCES THE CONTRACTOR IS TO SET OUT THE
NEW GRIDS ON SITE AS SHOWN ON THE ARCHITECT'S SETTING OUT DRAWING. WITH THIS 12. REFER TO ENGINEERS CAST IN-SITU SPECIFICATION AND DRAWINGS FOR CONCRETE GRADES/MIXES ETC. 9. FOR TYPES OF FIRE PROTECTION AND FIRE RATINGS SEE ARCHITECTS DRAWINGS. 12. ALL MASONRY ABOVE DPC LEVEL UNLESS NOTED OTHERWISE SHALL BE LAID IN CATEGORY (III) MORTAR DESIGNATION IN ALL MASONRY ABOVE DPC LEVEL
INFORMATION AN ACCURATE SURVEY OF THE EXISTING BUILDING IS TO BE CARRIED OUT TO UNLESS NOTED OTHERWISE SHALL BE LAID IN CATEGORY (III) MORTAR DESIGNATION IN ACCORDANCE WITH IS EN 998-1-1 ACCORDANCE WITH IS EN 998-1-1
ESTABLISH ITS RELATIONSHIP TO THE NEW GRIDS. THE METHOD FOR IMPLEMENTING THIS SURVEY IS 13. THE CONTRACTORS IS TO REFER TO THE ARCHITECT'S SCHEDULE, ENGINEERS CAST IN-SITU SPECIFICATION AND ALL OTHER RELEVANT STANDARDS FOR 10. ALL PERMANENTLY EXPOSED STEEL SHALL BE FIRE PROTECTED AS REQUIRED AND PREPARED AND PAINTED IN ACCORDANCE WITH THE RELEVANT
TO BE SUBMITTED AND AGREED WITH THE ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE FINISHES. SAMPLES OF EXPOSED CONCRETE FINISHES SHALL BE MADE ON SITE USING THE PROPOSED MATERIALS, METHODS OF WORKING AND SPECIFICATIONS. ALL CONCRETE ENCASED STEELWORK TO BE CLEANED BY WIRE BRUSHING TO REMOVE ALL LOOSE MILL SCALE AND GREASE. ALL IN 13. ALL MASONRY BELOW DPC LEVEL UNLESS NOTED OTHERWISE SHALL BE LAID IN CATEGORY (I) MORTAR DESIGNATION IN ALL MASONRY BELOW DPC LEVEL
IT SHOULD BE NOTED THAT PILOT HOLES MAY BE NECESSARY TO ASSIST IN THE OPERATIVES LIKELY TO CARRYOUT THE PERMANENT WORK AND SHALL BE SUBJECT TO AGREEMENT WITH THE ENGINEER AND ARCHITECT. ACCORDANCE WITH ENGINEERS SPECIFICATIONS. UNLESS NOTED OTHERWISE SHALL BE LAID IN CATEGORY (I) MORTAR DESIGNATION IN ACCORDANCE WITH IS EN 998-1-1. ACCORDANCE WITH IS EN 998-1-1.
SURVEYING OF THE STRUCTURE, PARTICULARLY COLUMNS AND PERIMETER BEAMS. ALL RELEVANT
DETAILS ARE TO BE RECORDED AND COPIED TO THE STRUCTURAL ENGINEER SO THAT A COMPARISON 14. ALL MASONRY CONNECTING TO CONCRETE SHALL BE TIED TO SAME USING 'ABBEY SLOTS' OR SIMILAR APPROVED AT 225 C/C VERTICALLY AND/OR 450 C/C 11. THE STEELWORK FABRICATOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING ALL STAGES OF ERECTION I.E. ITS TEMPORARY 14. ALL MASONRY SUPPLIED TO SITE SHALL BE COLOUR CODED IN ACCORDANCE WITH IS EN 771. AGREEMENT OR SIMILAR CERTIFICATION SHALL BE OBTAINED
WITH THE INITIAL EVALUATION CAN BE MADE. HORIZONTALLY (AS APPROPRIATE). CONDITION INCLUDING THE EFFECTS FROM WIND, TOWER CRANES AND HOISTS WHERE THESE ARE SUPPORTED AND/OR RESTRAINED BY THE FROM THE BLOCK WORK SUPPLIER FOR EACH DIFFERENT TYPE OF MASONRY USED GIVING DETAILS SPECIFIED IN IS EN 771. THESE SHALL BE SUBMITTED TO
STRUCTURE. THE STEELWORK FABRICATOR MUST TAKE INTO ACCOUNT THE ERECTION PROGRAM OF THE CONTRACTOR AND BE RESPONSIBLE FOR THE ENGINEER.
8. HOLES OR OPENINGS THROUGH ANY SLABS, WALLS OR STEELWORKS ARE NOT TO BE MADE WITHOUT 15. LAYOUT OF JOINTS IN RC WALLS, SLABS AND GROUND FLOOR SLABS (ON GRADE) ARE REPRESENTATIVE OF THE ENGINEER'S PROPOSALS. ANY ALTERNATIVE THE DESIGN, DETAILING AND SUPPLY OF ALL NECESSARY TEMPORARY BRACING ETC. THAT MAY BE REQUIRED TO ENSURE THE STABILITY OF THE
THE PERMISSION OF THE STRUCTURAL ENGINEER. PROPOSALS BY THE CONTRACTOR SHALL BE SUBMITTED ON DRAWINGS/WRITTEN TO THE ENGINEER FOR CONSIDERATION PRIOR TO ANY OF THIS WORK STRUCTURE DURING ERECTION AND UNTIL THE CONCRETE SLABS HAVE MATURED. THESE DETAILS TO BE SUPPLIED TO THE STRUCTURAL ENGINEER 15. STAINLESS STEEL VERTICAL TWIST TYPE WALL TIES COMPLYING WITH IS EN 845-1 SHALL BE PROVIDED IN ACCORDANCE WITH THE ENGINEERS
COMMENCING ON SITE. FOR REVIEW BEFORE FABRICATION COMMENCES. ALL TEMPORARY BRACING ETC. TO REMAIN IN PLACE UNTIL THE CONCRETE SLABS HAVE MATURED SPECIFICATION OR AS OTHERWISE SPECIFICALLY STATED ON THE DRAWINGS. WALL TIES SHALL IN ADDITION BE PROVIDED AT 225 VERTICAL CENTRES AND
9. THE CONTRACTOR MUST ENSURE THAT ALL THE SUB-CONTRACTORS ARE AWARE OF THEIR SUFFICIENTLY TO FORM A HORIZONTAL DIAPHRAGM CARRYING ALL TEMPORARY LOADS BACK TO THE WIND FRAMES OR CONCRETE SHEAR WALLS. WITHIN 150MM FROM THE EDGES OF OPES, WINDOW AND DOOR REVEALS AND JOINTS IN MASONRY. AGREEMENT OR SIMILAR CERTIFICATION SHALL BE
RESPONSIBILITIES TO THE PROJECT, PARTICULARLY AT ANY INTERFACE DETAILS. 16. ALL CONCRETE WORK TO BE TO EXECUTION CLASS 2 TO IS EN 13670. U.N.O. REFER TO CONCRETE SPECIFICATIONS. OBTAINED FROM THE SUPPLIER GIVING DETAILS SUPPLIED IN ACCORDANCE WITH IS EN 845-1 AND SUBMITTED TO THE ENGINEER.
12. NO SITE WELDING OR SITE CUTTING OF STEELWORK SHALL BE ALLOWED WITHOUT THE EXPRESS APPROVAL OF THE STRUCTURAL ENGINEERS. AREAS
10. THE CONTRACTOR IS TO PROVIDE DETAILS OF ALL TEMPORARY WORKS REQUIRED BY THE BUILDING 17. ALL EXPOSED RC COLUMNS TO HAVE 'SPECIAL FINISH' TO NSCS CL.8.6.1.4. WHERE SITE WELDING IS TO BE CARRIED OUT ARE TO BE THOROUGHLY CLEANED BY WIRE BRUSHING TO REMOVE THE EXISTING PAINT AND OTHER 16. ALL WALL TIES/ANCHORS/DOWELS ETC. SHALL HAVE A MINIMUM OF 50mm EMBEDMENT INTO EACH MORTAR BED JOINT OR MASONRY LEAF.
METHOD AND SUBMIT THEM FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORKS. CONTAMINANTS PRIOR TO COMMENCEMENT OF ANY WELDING. THIS WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH HEALTH AND SAFETY
18. DAY WORK JOINTS SHALL BE KEPT TO A MINIMUM IN BOTH FOUNDATION AND SLABS TO MINIMISE WEAK POINTS. REGULATIONS. 17. LOCATION AND DETAILS OF CONTROL JOINTS IN ALL MASONRY SHALL BE AGREED WITH THE ENGINEER, ARCHITECT AND CONTRACTOR. FOR MEASUREMENT
11. THE PROVISION OF ANY CRANE/HOIST BASES THAT THE CONTRACTOR REQUIRES ARE TO BE PURPOSES, PROVIDE JOINTS AT 12M CENTRES GENERALLY IN BRICKWORK EXTERNAL LEAVES AND 6M CENTRES GENERALLY IN BLOCKWORK EXTERNAL
DESIGNED:- USING INDEPENDENT BASES THAT ARE SITED CLEAR OF ANY EXISTING STRUCTURE 19. ALL JOINTING ARRANGEMENTS BY CONTRACTOR TO BE AGREED WITH ENGINEER. 13. FOR DETAILS OF SIZE AND POSITION OF ALL PENETRATIONS THROUGH SOLID WEB BEAMS SEE RELEVANT ENGINEERS DRAWINGS. NOTE: LIAISE WITH LEAVES.
DESIGN BY THE CONTRACTOR TO BE REVIEWED BY THE ENGINEER. POST TENSION DESIGNER TO CO- ORDINATE OPES THROUGH CAST IN BEAMS FOR TENDONS ANY ALTERATIONS ARE TO BE ISSUED TO ENGINEERS FOR
20. CONCRETE CONFORMITY SAMPLING TO BE CARRIED OUT IN ACCORDANCE WITH IS EN 206, IS EN 12390, AND IS EN 12350. IS EN 206, IS EN 12390 REVIEW PRIOR TO ISSUING FOR CONSTRUCTION. 18. EXPANSION JOINTS IN MASONRY SHALL BE FORMED USING 12mm THICK 'HYDROCELL' OR SIMILAR COMPRESSIBLE FILLER BOARD AND HIGH GRADE
12. ALL BUILDER'S WORK DETAILS AND LOCATION SHOWN ARE INDICATIVE ONLY. UNLESS NOTED PROPRIETY MASTIC SEALANT (TO ARCHITECTS SPECIFICATION) AND TAPE BOND BREAKER. AND HIGH GRADE PROPRIETY MASTIC SEALANT (TO ARCHITECTS
OTHERWISE FOR CONSTRUCTION THE CONTRACTOR SHALL REFER TO THE SERVICE ENGINEERS / SPECIALIST 21. ALL CHASES REQUIRED IN PRIMARY STRUCTURAL ELEMENTS TO BE AGREED WITH ENGINEER PRIOR TO WORKS. 14. FOR DETAILS OF SIZES AND POSITIONS OF ALL BRACKETRY REQUIRED BY OTHER TRADES E.G. LIFTS, CLADDING, STAIRS, LIGHTNING PROTECTION ETC. SPECIFICATION) AND TAPE BOND BREAKER.
DRAWINGS FOR ALL BUILDERS WORK DETAILS AND LOCATIONS RELATED TO HOLES, SERVICES, MANHOLES, SUMPS AND SEE RELEVANT SPECIALISTS DRAWING. THESE DRAWINGS ARE TO BE ISSUED FOR REVIEW TO ENGINEER PRIOR TO ISSUING FOR CONSTRUCTION.
DRAINAGE. ANY DISCREPANCIES BETWEEN DRAWINGS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 22. ALL REINFORCEMENT TO BE INSPECTED AND APPROVED BY CSC PRIOR TO ANY POURING OF CONCRETE. 19. ALL MASONRY CONNECTING TO REINFORCED CONCRETE ELEMENTS, CONCRETE ENCASED STEEL COLUMNS ETC. SHALL BE TIED TO SAME USING 'ABBEY
TO CARRYING OUT THE WORK. 15. DEFLECTION LIMITATIONS ARE AS BELOW (UNLESS NOTED OTHERWISE); GLAZING SUPPORTS : DEAD LOAD 10MM LIVE LOAD SPAN /250 TYPICAL SLOTS' OR SIMILAR AT 225 VERT C/C AND 450 HORIZONTAL (WHERE APPROPRIATE).
23. ALL VERTICAL TIES TO BE 215 5Q WITH 2 No. H32 BARS. VERTICAL TIES TO BE CONTINUOUS FROM GROUND TO ROOF. VERTICAL TIES TO BE PLACED BEAMS* SPAN/360 (LIVE LOAD) PANEL DEFLECTION L/200 (LIVE + DEAD LOAD) WHERE L IS THE MAXIMUM DIAGONAL DIMENSION OF A PANEL
13. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES, (ELECTRICITY, TELECOMMUNICATIONS, @ MAX 5m c/c AND 2.5m FROM END OF WALL. *DEFLECTION OF BEAMS SUPPORTED ON BEAMS MUST ALLOW FOR DEFLECTION OF THEIR SUPPORTS. 20. ALL PROPRIETARY LINTELS SHALL BE USED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL MEET THE REQUIREMENTS OF
GAS, WATER, DRAINAGE ETC.) PRIOR TO ANY WORKS COMMENCING. IS EN 845-2. (MINIMUM COATING TO BE GALVANISED WITH BITUMEN COATING OR SIMILAR). AGREEMENT OR SIMILAR CERTIFICATION SHALL BE OBTAINED
24. RADON BARRIERS AND DUCTWORK / COLLECTION SUMPS BY OTHERS . 16. ALL BOLTS IN DIRECT TENSION TO BE PROVIDED WITH LOCK NUTS. FROM THE SUPPLIER AND FORWARDED TO THE ENGINEER. ALL MANUFACTURERS RECOMMENDATIONS WITH RESPECT TO BEARINGS LENGTHS/HEIGHTS OF
14. FIRE RATINGS TO STRUCTURAL STEEL AND COMPOSITE SLAB ON METAL DECKING AS DEFINED BY THE BLOCKWORK ETC. SHALL BE STRICTLY ADHERED TO. ALL LINTEL SCHEDULES AND DESIGN LOADINGS SHALL BE SUPPLIED TO THE ENGINEER FOR
ARCHITECTS SPECIFICATIONS AND DRAWINGS. 25. CONCRETING WORK SHALL NOT BE CARRIED OUT IF THE AIR TEMPERATURE IS LOWER THAN 2 DEGREES OR IF FROST IS EXPECTED. 17. LOCATIONS OF SPLICES ARE INDICATIVE ONLY AND ARE DEPENDANT UPON STEELWORK CONTRACTOR'S METHOD OF ERECTION AND APPROVAL. WHERE THESE HAVE NOT BEEN PROVIDED THEN CRONIN & SUTTON CANNOT BE RESPONSIBLE FOR THESE ELEMENTS.
TRANSPORTATION SUBJECT TO APPROVAL BY THE ENGINEER.
15. FOR ALL CLADDING DETAILS REFER TO ARCHITECTS OR SPECIALISTS DRAWINGS. 26. CONCRETE TESTING 21. U-BLOCK LINTELS (WHERE APPROPRIATE)
THE CONTRACTOR SHOULD PROVIDE PROPER EQUIPMENT AND COMPETENT PERSONNEL TO TAKE SAMPLES AND PREPARE SPECIMENS. CUBES TO BE TAKEN 18. BUTT WELDS SHALL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING AUTHORITY. FILLET WELDS SHALL BE EXAMINED BY MAGNETIC UNLESS STATED PROVIDED 215 U-BLOCK BAND BEAM REINFORCED WITH 4H12 (600MM MIN.LAPS AT ALL LOCATIONS INCLUDING CORNERS) 2 NO. TOP AND 2
16. FOR PARTITION RESTRAINTS AND FIXING DETAILS SEE ARCHITECTS DRAWINGS. AS FOLLOWS : PARTICLE TESTING. ULTRASONIC TESTING OF WELDS TO BE IN ACCORDANCE WITH BS3923. MAGNETIC PARTICLE TESTING OF WELDS TO BE IN NO. BOTTOM R6 LINKS @ 150C/C OVER ALL DOOR AND WINDOW OPES IN ALL INTERNAL AND EXTERNAL WALLS. WHERE OPES EXCEED 2.4M WIDE, PROVIDE
ACCORDANCE WITH BS6072 AND THE REQUIREMENTS OF THE STRUCTURAL STEELWORK SPECIFICATION AND IS EN 1090. VISUAL INSPECTION OF HOLLOW BLOCK OVER U-BLOCK NOTED ABOVE AND FILL WITH CONCRETE AT THE SAME TIME AS U-BLOCK (I.E. 450 DEEP REINFORCED MASONRY BEAM).
17. FOR CAST-IN INSERTS SEE ARCHITECTS AND SPECIALISTS DRAWINGS TOGETHER WITH ENGINEERS WALLS, SLABS, BEAMS - WELDS TO BE IN ACCORDANCE WITH BS5289. WHERE OPES EXCEED 2.4M, PROVIDE CONCRETE LINTEL TO ENGINEERS DESIGN.
DETAILS (WHERE APPROPRIATE). 4 CUBES TO BE TAKEN EVERY 25 CU. M.OF CONCRETE. 2 NO. TO BE TESTED AT 7 DAYS OLD AND 2 NO. AT 28 DAYS OLD.
THE LOCATION OF THE CONCRETE SAMPLED TO BE NOTED BY THE TESTER 19. IN ADDITION TO THE VISUAL INSPECTION OF 100% OF ALL WELDS TO THE STEELWORK THE FOLLOWING NON-DESTRUCTIVE TESTING SHALL BE 22. WHERE U-BLOCK LINTELS INTERSECT WITH RC COLUMNS PROVIDE 2 H12 REINFT. BARS TOP AND BOTTOM X 600 LG. DOWEL BARS TO U-BLOCK. PROVIDE 100
18. LOADING SCHEDULE - TO BE ADVISED (REFER TO ENGINEERS G.A. DRAWINGS & SPECIFICATIONS). COPIES OF THE TEST RESULTS ARE TO BE SENT DIRECTLY TO CSC BY THE APPROVED TESTING AUTHORITY. SHOULD THE 7 PERFORMED; DEEP X 100 X 150 KEY FOR SUPPORT. H12 REINFORCEMENT U-BLOCKS SHALL BE CONTINUOUS AND ADEQUATELY LAPPED. (600mm MIN.)
DAY COMPRESSIVE STRENGTH TESTS BE LESS THAN 2/3 OF THE STRENGTH SPECIFIED CSC SHOULD BE CONTACTED DIRECTLY
19. ALL WORKS SHALL BE CARRIED OUT IN A SAFE MANNER AND IN ACCORDANCE WITH THE HEALTH AND BY PHONE BY THE TESTING AUTHORITY. (A) 100% OF ALL SITE WELDS. QUALITY CATEGORY 'A' OF TABLES 18 AND 19 OF BS5135 FOR ACCEPTANCE LEVELS OF BUTT AND FILLET WELDS 23. FOR OPES IN SOLID BLOCK WALLS PROVIDE 3 COURSES OF GBF 35 W60 SC BRICKFORCE (OR SIMILAR APPROVED) REINFORCING TO HORIZONTAL BED JOINTS
SAFETY REGULATIONS. METHOD STATEMENTS (WHERE REQUIRED) SHALL BE SUBMITTED TO THE ENGINEER OR OTHER RESPECTIVELY SHALL APPLY. DIRECTLY ABOVE OPE. EXTEND MINIMUM 750 BEYOND OPE SIZE.
APPOINTED PERSON(S). 27. CONCRETE GRADES AND RC ALLOWANCES
(B) 10% OF ALL OTHER WELDS TO BE RANDOMLY SELECTED BY THE INDEPENDENT TESTING AUTHORITY. 24. FOR READY TO USE MORTARS, A SUPPLIERS AGREEMENT OR SIMILAR CERTIFICATE OF COMPLIANCE WITH IS EN 998-2 SHALL BE SUBMITTED TO THE
20. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY AUTHORITY REQUIREMENTS INCLUDING PLANNING QUALITY CATEGORY 'B' OF TABLES 18 AND 19 OF BS5135 FOR THE ACCEPTANCE LEVELS OF BUTT AND FILLET WELDS RESPECTIVELY SHALL APPLY. ENGINEER FOR EACH CATEGORY OR MORTAR DESIGNATION. TO THE ENGINEER FOR EACH CATEGORY OR MORTAR DESIGNATION.
CONDITIONS, FIRE SAFETY CERTIFICATE CONDITIONS, LOCAL AUTHORITY DRAINAGE REQUIREMENTS ETC CONCRETE GRADES RC ALLOWANCES HOWEVER, IN THE EVENT OF ANY WELDS FAILING THE 100% INSPECTION OF WELDS TO QUALITY CATEGORY 'A' OF TABLES 18 AND 19 SHALL BE
ADOPTED 25. 215mm SQ. RC VERTICAL TIES SHALL GENERALLY BE PROVIDED AT A MAXIMUM OF 5M C/C AND AT LOCATIONS AS INDICATED ON ENGINEERS DRAWINGS.
LOCATION GRADE EXPOSURE CLASS PILE CAP FOUNDATIONS -/m³
21. FULLY DETAILED DILAPIDATION AND PHOTOGRAPHIC SURVEY ON EXISTING AND ADJOINING PROPERTIES, ROADS, UNLESS NOTED OTHERWISE REINFORCEMENT SHALL COMPRISE 2T32 VERTICAL BARS ANCHORED TOP AND BOTTOM. LAPS TO BE 1400mm TYPICAL
FOOTPATHS, SERVICES ETC. SHALL BE CARRIED OUT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AND ANY FOUNDATIONS C32/40 20. COSTS FOR ALL TESTS SHALL BE DEEMED TO BE INCLUDED WITHIN THE CONTRACTORS TENDER PRICE.
XC2 GROUND BEAMS -/m³
ADJOINING OWNERS/REPRESENTATIVES OR OTHER RELEVANT PARTIES. LIAISON WITH ADJOINING OWNERS TO BE 26. ALL MASONRY BELOW GROUND LEVEL TO BE SOLID AND CONTINUOUS TO ALL WALLS.
CARRIED OUT BY THE CONTRACTOR. THE MAIN CONTRACTOR SHALL MONITOR ANY DISTRESS NOTED ON ADJOINING 21. WHERE REQUIRED ALL CONNECTIONS BETWEEN THE STRUCTURAL FRAME, LIFT GUIDE RAILS AND COUNTER WEIGHT GUIDE RAILS, AND COUNTER
GROUND BEAMS C32/40 XC2 BASEMENT SLAB -/m³
STRUCTURES ETC. USING AN APPROVED METHOD I.E. TELL-TALES OR SIMILAR. WEIGHT GUIDE RAILS, SHALL BE MADE SUCH AS TO AVOID ANY TORSION APPLIED TO THE STRUCTURAL STEEL E.G. VERTICALLY SLOTTED HOLES 27. AT THE HEAD OF ALL NON-LOADBEARING MASONRY PARTITIONS WALLS ALLOWANCE SHOULD BE MADE FOR 6mm VERTICAL DEFLECTION OF THE FLOOR
WITH SHOULDER BOLTS. FOR CASES WHERE TORSION IS UNAVOIDABLE THEN THE ENGINEER MUST BE INFORMED OF ITS MAGNITUDE FOR ABOVE. THE LIVE LOAD DEFLECTION FOR ANY SUSPENDED FLOOR ON ANY STOREY SHOULD BE LIMITED TO SPAN/300.
22. ALL MATERIALS USED ON-SITE SHALL MEET THE REQUIREMENTS OF THE CONSTRUCTION PRODUCTS COLUMNS C40/50 XC1 PT SLABS -/m³ APPROVAL. LIFT GUIDE RAILS SHALL BE DESIGNED TO SPAN VERTICALLY BETWEEN FLOORS WITHOUT ANY ADDITIONAL SUPPORT (WHERE
DIRECTIVE AND REGULATIONS. THE CONTRACTOR SHALL KEEP AN ACTIVE LOG ON-SITE OF ALL APPLICABLE).
MATERIALS AND THEIR DECLARATIONS OF CONFORMITY CONFIRMING THEIR COMPLIANCE WITH THE SLAB C40/50 XC1 COLUMNS -/m³
ABOVE DIRECTIVE AND BUILDING REGULATIONS. ANY MATERIALS USED ON-SITE NOT CONFORMING TO 22. PAINT PROTECTION SYSTEM PAINT PROTECTION SYSTEM
THE CONSTRUCTION DIRECTIVE AND REGULATIONS SHALL BE REMOVED AND REPLACED AT THE SCREED C30/37 WALLS -/m³ (A) THE MATERIALS USED FOR THE VARIOUS COATS SHALL BE MANUFACTURED BY THE SAME SUPPLIER UNLESS AGREED IN WRITING WITH THE
CONTRACTORS EXPENSE ENGINEER. THE COLOUR OF EACH COAT SHALL BE DIFFERENT AND MATERIALS COMPATIBLE. PARTICULAR CARE MUST BE TAKEN IN SELECTING THE
LEANMIX C12/15 BEAMS -/m³ CORRECT PRE-FABRICATION PRIMER (IF USED) AND ITS SUITABILITY OF ANY SUBSEQUENT WELDING OPERATIONS. AFTER FABRICATION,
CAREFULLY REMOVE ALL WELD FLUX, SPATTER AND ROUGH EDGES ETC. BY SCRAPING, CHIPPING AND GRINDING TO A SMOOTH SURFACE. REMOVE PRECAST CONCRETE
ANY UNSOUND "SCORCHED" PRIMER AROUND WELD AREAS. ALL COATINGS TO BE APPLIED BY SPECIALIST/APPROVED PAINTING CONTRACTOR TO
APPROVAL OF ENGINEER. TOP GLOSS COAT SHADES TO BE IN ACCORDANCE WITH ARCHITECT'S SPECIFICATIONS. 1. ALL PRECAST CONCRETE WORKS TO BE IN ACCORDANCE WITH ALL RELEVANT SPECIFICATIONS AND ALL RELEVANT IRISH/ BRITISH STANDARDS.
GROUNDWORKS VIBRATION/NOISE/DUST MONITORING DURING PROJECT
(B) SPECIFICATION SHEETS FOR EACH COAT, INTERMEDIATE PREPARATION SUCH AS "T-WASH" ETCH PRIMER ETC. AS PROPOSED BY THE 2. ALL PRECAST CONCRETE WORK TO BE IN ACCORDANCE WITH THE ENGINEERS PRECAST CONCRETE SPECIFICATION.
1. THE CONTRACTOR IS TO REFER TO (TO BE ADVISED) GEOTECHNICAL REPORTS FOR DETAILS OF GROUND CONDITIONS, STEELWORK CONTRACTOR/ON SITE PAINTING CONTRACTOR SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE ON-SITE PAINTING
1. CONTRACTOR TO ALLOW FOR THE INSULATION OF GEOPHONES AND MICROPHONES, TO RECORD NOISE AND VIBRATION LEVELS DURING THE FULL DURATION OF APPLICATOR SHALL CHECK COMPATIBILITY OF PROPOSALS WITH UNDERCOAT SYSTEM PRIOR TO SUBMITTING TO ENGINEER. 3. SIZE OF MEMBERS/THICKNESSES OF FLOORS ETC. AS INDICATED ON ENGINEERS DRAWINGS ARE ALL SUBJECT TO DETAILED DESIGN BY THE PRECAST
(INCL WATER LEVELS) EXISTING OBSTRUCTIONS AND GROUND CONTAMINATION. THE PROJECT. NOISE LIMITS AS PER PLANNING CONDITIONS AND MUST NOT EXCEED 55 LAEQ,1HR DB. SUPPLIER IN ACCORDANCE WITH LOADS INDICATED ON ENGINEERS DRAWINGS OR SPECIFIED ELSEWHERE.
2. THE CONTRACTOR IS TO REFER TO SPECIFICATIONS ON EXCAVATION AND LOOSE FILL WORK SPECIFICATION, SITE (C) ALL TOUCH-UP, STRIPE COATS ETC. AS NECESSARY SHALL BE ALLOWED FOR IN PRICING AND CARRIED OUT IN AGREEMENT WITH THE ENGINEER.
2. CONTRACTOR TO ALLOW FOR SUPPLYING THE DESIGN TEAM WITH MONITORING RECORDS ON A WEEKLY BASIS AND TO PROVIDE ACCESS TO RECORDS ON 4. 2 COPIES OF DESIGN CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR AGREEMENT PRIOR TO ANY FABRICATION ALLOWING
DEVELOPMENT WORK SPECIFICATION AND RELEVANT BRITISH STANDARDS FOR NEW GROUNDWORK DETAILS. REQUEST AS THE NEED ARISES. REASONABLE TIME FOR RETURN OF COMMENTS.
(D) ALL STEELWORK TO BE CONCRETE CASED SHALL BE UNPAINTED. TOP FLANGES OF BEAMS WITH SHEAR STUDS AND TOP TOP FLANGES OF BEAMS
3. THE CONTRACTOR IS TO SUBMIT A METHOD STATEMENT FOR EXCAVATION AND CONSTRUCTION OF THE FOUNDATIONS WITH SHEAR STUDS AND TOP FLANGES OF BEAMS WITH CONCRETE TOPPING, WHERE COMPOSITE ACTION IS REQUIRED, SHALL BE UNPAINTED
3. CONTRACTOR TO ALLOW FOR 50% OF THESE MONITORS TO BE DEMOUNTED AND MOVED TO LOCATIONS SPECIFIED BY THE DESIGN TEAM AS NECESSARY. EXCEPT 25MM EDGE STRIP. 5. ALL CORE CUT-OUT, SOLID ENDS AND CAST-IN REINFORCEMENT FOR TIE CONNECTORS/PERIPHERAL TIES SHALL BE AS INDICATED ON THE DRAWINGS AND
WITH HIS TENDER TO REVIEW CONFORMITY WITH DESIGN DRAWINGS & GEOTECHNICAL REPORTS. NO ADDITIONAL CARRIED OUT AT THE WORKS. INDICATED ON THE DRAWINGS AND CARRIED OUT AT THE WORKS.
COSTS WILL BE ENTERTAINED IF NOT SUBMITTED. 4. THE CONTRACTOR WILL HAVE RESPONSIBILITY FOR IMPLEMENTATION OF A NOISE AND VIBRATION MANAGEMENT PLAN. THIS INCLUDES ENSURING THAT ALL (E) INTERNAL STEELWORK - FIRE PROTECTION D.F.T. .
STAFF AND SUBCONTRACTORS ARE FULLY INFORMED ABOUT THEIR INDIVIDUAL OBLIGATIONS UNDER THE PLAN - BLASTPRIMER (IF REQUIRED BY FABRICATOR) WITHIN 4 HRS - 25mm (SHOP) 6. UNLESS NOTED OTHERWISE ON THE ENGINEERS DRAWINGS, THE CONTRACTOR SHALL ALLOW FOR THE FOLLOWING REINFORCEMENT TIES;
4. THE ENGINEER IS TO BE INFORMED IMMEDIATELY OF ANY OLD SEWERS, DRAINS, FOUNDATIONS ETC. DISCOVERED
OTHER THAN THOSE ALREADY NOTED. -HIGH BUILD ZINC PHOSPHATE - 350 - 750mm (SHOP)
A KEY ELEMENT OF A NOISE AND VIBRATION PLAN WILL BE THE NEED TO CONDUCT PROGRESSIVE NOISE AND VIBRATION IMPACT ASSESSMENT PRIOR TO EACH (REF. INTERCHAR 200 BY INTERNATIONAL PAINTS) (SUBJECT TO MEMBER SIZE & HP/A RATIO) - A142 MESH FABRIC IN STRUCTURAL SCREEDS (CENTRALLY LOCATED) AND LAPPED MIN 300mm ON ALL SIDES.
STAGE OF THE WORKS. IN THIS MANNER, THE WORK ACTIVITIES HAVING PARTICULAR POTENTIAL NOISE AND VIBRATION SIGNIFICANCE CAN BE IDENTIFIED (AS -2 PACK POLYURETHANE (REF. INTHERTHANE 990 BY INTERNATIONAL PAINTS) - 50mm (SHOP) - H12 @ 600 C/C X 1200 LONG INTERNAL CONTINUITY TIES LOCATED IN CORES OR TO LAP IN WITH MESH REINFORCEMENT.
5. THE EXCAVATIONS SHALL BE KEPT FREE FROM WATER BY PUMPING, BAILING OR OTHER APPROVED MEANS. PROPOSED WORK METHODOLOGIES BECOME CLEAR), CONTROL AND MONITORING METHODOLOGIES CAN BE REFINED TO SUIT THOSE ACTIVITIES, AND - H12 @ 600 C/C X 900 LONG 'L BAR' OR 'HOOKED BARS' EDGE CONTINUITY TIES LOCATED IN CORES OR TO LAP-IN
-TOP COAT 2 PACK POLYURETHANE (REF. INTHERTHANE 990 BY INTERNATIONAL PAINTS) - 50mm (SITE)
ASSURANCE CAN BE GIVEN THAT EMISSIONS WILL BE MINIMISED WHERE EVER PRACTICAL. WITH MESHREINFORCEMENT.
6. FILLING OTHER THAN WITH CONCRETE SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 225mm IN DEPTH BEFORE - 1 NO. H12 PERIPHERAL TIE FULLY ANCHORED AT DISCONTINUITY/CORNERS ETC.
COMPACTION, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BEFORE THE NEXT LAYER IS PLACED. THE (F) EXTERNAL/EXPOSED STEELWORK D.F.T. - NO FIRE PROTECTION D.F.T.
REPORTING AND RECORDING KEEPING: -BLASTPRIMER (IF REQUIRED BY FABRICATOR) WITHIN 4 HRS - 25mm (SHOP) NOTE. ALL CORES WHERE REINFORCEMENT IS TO BE PLACED SHALL BE CLEANED OUT, GROUTED AND COMPACTED. ALL REINFORCEMENT TO BE
CONTRACTOR IS TO EXERCISE CARE IN FILLING BEHIND RETAINING WALLS SO AS TO ENSURE THAT LOADS DO NOT THE CONTRACTOR WILL ESTABLISH AND MAINTAIN A SYSTEM OF RECORDS WHICH PROVIDE FULL DOCUMENTATION OF ALL NOISE & VIBRATION MONITORING SUPPORTED ON CHAIRS OR OTHER APPROVED.
COME ON THE WALL FOR WHICH IT WAS NOT DESIGNED OR IN A MANNER FOR WHICH IT WAS NOT DESIGNED. -HIGH BUILD ZINC PHOSPHATE - 350mm (SHOP)
ACTIVITIES, COMPLAINT HANDLING AND RESPONSE TO NON-CONFORMANCES. (REF. INTERCHAR 200 BY INTERNATIONAL PAINTS)
-HIGH BUILD EPOXY MICACEOUS IRON OXIDE - 100mm (SHOP) 7. HOLES OR OPENINGS GREATER THAN 150mm SQ. THROUGH ANY FLOOR UNITS NOT INDICATED IN THE ENGINEERS DRAWINGS SHALL NOT BE MADE WITHOUT
7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY AREAS OF SOFT OR UNSUITABLE MATERIAL THE CONTRACTOR WILL ESTABLISH AND MAINTAIN PROCEDURES FOR THE COLLECTION, INDEXING, FILING, STORAGE AND MAINTENANCE OF THE THE PERMISSION OF THE ENGINEER.
ARE ENCOUNTERED. -2 PACK POLYURETHANE (REF. INTHERTHANE 990 BY INTERNATIONAL PAINTS) - 50mm (SHOP)
RECORDS.ARCHIVED RECORDS WILL BE KEPT UNTIL THE COMPLETION OF THE PROJECT. REPORTS WILL BE MADE AVAILABLE TO THE DESIGN TEAM AND SITE -TOP COAT 2 PACK POLYURETHANE (REF. INTHERTHANE 990 BY INTERNATIONAL PAINTS) - 50mm (SITE)
STAFF WHEN REQUIRED. 8. ANY HOLES OR OPENINGS THROUGH ANY OTHER MEMBERS NOT INDICATED ON THE ENGINEERS DRAWINGS SHALL NOT BE MADE WITHOUT THE PERMISSION
8. ALL SOFT SPOTS/OVERDIG BELOW FORMATION FOR FOUNDATIONS ARE TO BE BACKFILLED WITH C12/15 CONCRETE U.N.O. OF THE ENGINEER WITHOUT THE PERMISSION OF THE ENGINEER
(G) STEELWORK TOUCHING CAVITIES, PERIMETER ELEVATIONS/WALLS D.F.T
THESE REPORTS ARE TO INCLUDE THE FOLLOWING: -HOT DIP GALVANISE TO B.S 729 TO MINIMUM 610G/m² - 140mm (SHOP)
9. THE ENGINEER AND LOCAL AUTHORITY (TO BE ASCERTAINED BY THE CONTRACTOR) ARE TO BE GIVEN AMPLE OPPORTUNITY - MONITORING LOCATIONS 9. ALL FIXINGS TO UNDERSIDE OF SLABS (OR TOPS WHERE TOP PRESTRESSING IS PROVIDED) SHALL BE TO THE MANUFACTURERS APPROVAL.
TO INSPECT FORMATION LEVELS AND TEMPORARY SURFACES WHICH ARE TO BE PROTECTED FROM DETERIORATION. -2 COATS HEAVY DUTY BITUMEN - (EACH COAT-200mm TOTAL)
- TABULATION OF LA90, LA10 AND LAMAX NOISE LEVELS TOGETHER WITH NOTES IDENTIFYING THE PRINCIPAL NOISE SOURCES. -FINISH COAT OIL/ALKYD GLOSS (WHERE VISIBLE) - 50mm (SITE)
NO CONCRETE SHALL BE PLACED ON FROST, ICE OR WATER. - GRAPHS SHOWING THE MEASURED VIBRATION LEVELS VERSES TIME. 10. ALL FINISHES TO BE AGREED WITH CLIENT/ARCHITECT. ALL FINISHES TO BE AGREED WITH CLIENT/ARCHITECT.
- SUMMARY OF MEASUREMENTS EXCEEDING THE CRITERIA LEVELS, AND DESCRIPTIONS OF THE PLANT OPERATIONS CAUSING THESE EXCEEDANCES. (H) STEELWORK WITHIN CAVITY SEPARATED FROM OUTER LEAF BY 40mm OR MORE D.F.T D.F.T.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL NEW AND EXISTING SERVICES AND SHALL - DETAILS OF CORRECTIVE ACTION APPLICABLE TO CRITERIA EXCEEDANCES, AND CONFIRMATION OF ITS SUCCESSFUL 11. ALL PRECAST CONCRETE WORKS TO BE EXECUTION CLASS 2 TO IS EN 13670.ALL PRECAST CONCRETE WORKS TO BE EXECUTION CLASS 2 TO IS EN 13670.
BE LIABLE FOR ANY DAMAGE ARISING AS A CONSEQUENCE OF THE WORKS. HE SHALL ALLOW IN HIS PROGRAM -BLASTPRIMER (IF REQUIRED BY FABRICATOR) WITHIN 4 HOURS - 25mm(SHOP)
IMPLEMENTATION. WHERE CORRECTIVE ACTION HAS NOT YET BEEN IMPLEMENTED, IT MAY BE SHOWING AS PENDING, AND THE -ISOCYANATE PITCH EPOXY - 450mm(SHOP)
FOR THE REQUIREMENTS OF STATUTORY UNDERTAKERS AND SHALL MAKE ALL NECESSARY ARRANGEMENTS. STATUES OF ITS IMPLEMENTATION WILL BE CARRIED FORWARD TO FOLLOWING REPORTS. -FINISH COAT OIL/ALKYD GLOSS - 50mm (SITE)
- DETAILS OF ANY COMPLAINTS REGARDING NOISE AND VIBRATION.
- DETAILS OF THE RESPONSE TO COMPLAINTS INCLUDING SUPPLEMENTARY MONITORING, CORRECTIVE ACTIONS ETC. (J) REFER TO SPECIFICATIONS FOR HOT DIP GALVANISED STEEL LOCATIONS

DEMOLITION 5. DUST PREVENTION MEASURES SHALL BE INCLUDED FOR CONTROL OF ANY SITE AIRBORNE PARTICULATE POLLUTION. THE CONTRACTOR SHALL PUT IN PLACE TO BE ADVISED
AND MONITOR DUST LEVELS IN THE VICINITY USING A BERGERHOFF GAUGE INSTRUMENT. THE MINIMUM CRITERIA TO BE MAINTAINED SHALL BE THE LIMIT
SPECIFIED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA) FOR LICENSED FACILITIES IN IRELAND, WHICH IS 350MG/m²/DAY (TO BE CONFIRMED PRIOR TO 23. THE MATERIALS USED FOR THE VARIOUS COATS SHALL BE MANUFACTURES BY THE SAME SUPPLIER UNLESS AGREED IN WRITING WITH THE
1. ALL DEMOLITION WORKS TO BE IN ACCORDANCE WITH ENGINEERS AND ARCHITECTS RELEVANT SPECIFICATIONS, BRITISH COMMENCEMENT OF THE WORKS).THE /DAY (TO BE CONFIRMED PRIOR TO COMMENCEMENT OF THE WORKS). THE CONTRACTOR SHALL CONTINUOUSLY MONITOR
STANDARDS AND GENERAL GOOD PRATICE. ENGINEER. THE COLOUR OF EACH COAT SHALL BE DIFFERENT AND MATERIALS COMPATIBLE. PARTICULAR CARE MUST BE TAKEN IN SELECTING THE
DUST OVER THE VARIATION OF WEATHER AND MATERIAL DISPOSAL TO ENSURE THE LIMITS ARE NOT BREACHED THROUGHOUT THE PROJECT. PARTICULAR CORRECT PREFABRICATION PRIMER (IF USED) AND ITS SUITABILITY OF ANY SUBSEQUENT WELDING OPERATIONS. ALL BLASTING AND PAINTING
MEASURES MUST ALSO BE IMPLEMENTED TO PREVENT THE SPREAD OF AIR BORNE ASPERGILLIUS SPORES. OPERATIONS SHALL BE CARRIED OUT UNDER FULLY WEATHER PROOFED ENCLOSURES WITH GOOD LIGHTING, VENTILATION AND HEATING
2. HE CONTRACTOR TO MAKE REFERENCE TO THE ORIGINAL ARCHITECTS OR OTHER DRAWINGS WHERE AVAILABLE (A TYPICAL
SELECTION OF DRAWINGS WILL BE ENCLOSED WITH THE TENDER PACKAGE). CONDITIONS.
6. VIBRATION SHOULD NOT EXCEED 3M/SEC PPV OF LEVELS THAT WILL ENSURE AGAINST BUILDING DAMAGE AND OCCUPANT DISCOMFORT DO NOT OCCUR.
3. THE CONTRACTOR SHALL ENSURE THAT HE PROTECTS THE INTEGRITY OF THE EXISTING BUILDING AND IN PARTICULAR ANY 24. THE CONTRACTOR IS TO ALLOW FOR PROBING AND USE OF COVER METRES WHEN FORMING CONNECTIONS FOR THE NEW STEELWORK IN EXISTING
RETAINED SUBLET SPACE. CONCRETE. NOTE NO REINFORCEMENT IS TO BE CUT WITHOUT THE EXPRESS PERMISSION OF THE ENGINEER. THE CONTRACTOR IS TO CARRY OUT
PILING SUCH INVESTIGATION AS MAY BE NECESSARY IN ADVANCE OF FABRICATION AND ALLOW TIME FOR THESE WORKS IN HIS PROGRAM.
4. THE CONTRACTOR IS TO PROVIDE DETAILS AND CALCULATIONS OF ALL TEMPORARY WORKS REQUIRED BY THE
BUILDING METHOD AND SUBMIT THEM IN GOOD TIME FOR REVIEW BY THE STRUCTURAL ENGINEER.THE CONTRACTOR MUST 1. ALL PILING WORKS TO BE IN ACCORDANCE WITH ALL RELEVANT SPECIFICATIONS AND ALL RELEVANT IRISH/ BRITISH STANDARDS. 25. THE STEELWORK FABRICATOR IS TO BEAR IN MIND THAT DIMENSIONS BETWEEN EXISTING FACES/SUPPORTS COULD VARY AND IS TO REFER TO
ALLOW A MINIMUM OF 10 WORKING DAYS FOR THIS REVIEW TO BE CONDUCTED. ALL TEMPORARY WORKS SHALL BE THE DIMENSIONS TAKEN BY THE CONTRACTOR WHEN THE SETTING OUT OF THE BUILDING IS CONFIRMED AND CARRY OUT HIS OWN CHECK SURVEY PRIOR
RESPONSIBILITY OF THE CONTRACTOR 2. ALL PILING WORKS TO BE IN ACCORDANCE WITH THE ENGINEERS PILING SPECIFICATION. TO FABRICATION.

5. WHERE NOTED ON THE DRAWINGS, THE EXISTING CONCRETE IS TO BE CUT BACK TO THE LINE SHOWN. THE INTEGRITY OF 3. ALL PILES TO BE AS INDICATED ON THE ENGINEERS DRAWINGS TO DESIGN BY SPECIALIST PILING CONTRACTOR IN ACCORDANCE WITH LOADS INDICATED. 26. BOLTS OF THE SAME DIAMETER, BUT DIFFERENT IN GRADE (I.E. 8.8 OR 4.6) ARE NOT TO BE USED ON THIS PROJECT.
THE REMAINING CONCRETE MUST BEMAINTAINED
4. THE PILING DESIGNER SHALL CLEARLY STATE THE THE CRITERIA USED IN THE DESIGN AND SUPPLY THE DESIGN CALCULATIONS TO THE ENGINEER. 27. TOP FLANGE OF ALL BEAMS TO BE LEFT UNPAINTED WHERE METAL DECKING IS LAID OVER. TOP FACE TO BE FREE OF RUST, MILL, SCALE, DIRT ETC.
6. THE CONTRACTOR SHALL PROVIDE WITH HIS TENDER RETURN, THE OUTLINE PRINCIPLES AND DETAIL OF THE METHOD OF
DEMOLITION WHICH SHALL BE USED IN THE REVIEW FOR SELECTION OF THE SUCCESSFUL CONTRACTOR. THE METHOD 5. PILE TESTING SHALL BE AS INDICATED ON THE PILE G.A. DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS. THE COSTS FOR ALL THE NECESSARY TESTING 28. ALL HOLES TO BE FORMED HORIZONTALLY INTO EXISTING CONCRETE TO RECEIVE ANCHOR BOLTS OF THE STEEL TO CONCRETE. ENDPLATE
SHALL ENSURE THAT THE DEMOLITION IS EFFECTIVE AND EFFICIENT AND WILL NOT LEAD TO REMEDIAL WORKS AT A LATER SHALL BE DEEMED TO BE INCLUDED IN THE TENDER PRICE. CONNECTIONS ARE TO BE DRILLED INCLINED SLIGHTLY DOWNWARDS TO FACILITATE THE RETENTION OF THE ANCHOR GROUT.
DATE. ANY REMEDIAL WORKS REQUIRED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE AT NO COST TO THE CLIENT.
6. LOAD-TESTING A PRELIMINARY NON-WORKING PILE SHALL BE AGREED WITH THE ENGINEER. 29. ALL STEEL MATERIALS SHALL BE COMPATIBLE WITH EACH OTHER AND THEIR INTENDED USE (I.E. ISOLATION MEMBRANE BETWEEN STAINLESS STEEL
7. A FULLY DETAILED DILAPIDATION AND PHOTOGRAPHIC SURVEY ON EXISTING AND ADJOINING PROPERTIES, ROADS, AND MILD STEEL IN PARTICULAR ENVIRONMENTS).
FOOTPATHS, SERVICES ETC. SHALL BE CARRIED OUT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AND ANY 7. LOAD-TESTING OF WORKING PILES SHALL BE CHOOSEN BY THE ENGINEER IN CONJUNCTION WITH THE PILING (DRIVING/BORING) RECORDS.
ADJOINING OWNERS/REPRESENTATIVES OR OTHER RELEVANT PARTIES. LIAISON WITH ADJOINING OWNERS TO BE CARRIED 30. ONLY STAINLESS STEEL PROPRIETARY PRODUCTS SHALL BE INCORPORATED INTO HIDDEN CONSTRUCTION (I.E CAVITIES ETC.)
OUT BY THE CONTRACTOR. THE MAIN CONTRACTOR SHALL MONITOR ANY DISTRESS NOTED ON ADJOINING STRUCTURES ETC. 8. CONTINOUS VIBRATION MONITORING ON EXISTING/ADJOINING STRUCTURES SHALL BE CARRIED OUT BY THE PILING CONTRACTOR IN CONJUNCTION
USING AN APPROVED METHOD I.E. TELL-TALES OR SIMILAR. WITH THE ENGINEER AND/OR ADJOINING OWNER REPRESENTATIVES. DETAILS OF THE MONITORING SHALL BE SUPPLIED TO ALL RELEVANT PARTIES WITHIN 31. ALL STRUCTURAL STEEL WORK TO BE EXECUTION CLASS EXC 2 TO IS EN 1090.ALL STRUCTURAL STEEL WORK TO BE EXECUTION CLASS EXC 2 TO IS
3 WORKING DAYS OF COMPLETION OF TESTING. EN 1090.
8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES (ELECTRICITY, TELECOMMUNICATIONS, GAS,
WATER, DRAINAGE ETC) PRIOR TO ANY WORKS COMMENCING. 9. AT LEAST 15% OF THE TOTAL NUMBER OF PILES (WITH A MINIMUM OF 12NO.) SHALL HAVE A DYNAMIC TEST CARRIED OUT BY A SPECIALIST INDEPENDENT
TESTING COMPANY. THIS SHALL APPLY TO ALL DRIVENA ND BORED PILES. ONE OF THESE PILES SHALL ALSO INCLUDE THE PILE USED FOR THE STATIC LOAD
9. ALL INFILL STONE REQUIRED TO BE TO SR21 ANNEX E 2014. TEST.

10. ALL DEMOLITION WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH ENGINEERS RELEVANT SPECIFICATIONS. 10. ALL BORED PILES SHALL BE INTEGRITY TESTED UNLESS OTHEWISE AGREED WITH ENGINEER..

11. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE DURING THE TENDER PROCESS TO SATISFY THEMSELVES THAT THE 11. THE PILING CONTRACTOR SHALL INFOR THE CONTRACTOR ON PROGRAM INPLICATIONS DUE TO TESTING. EVERY EFFORT SHALL BE MADE TO CARRY OUT ALL
LEVEL OF INFORMATION AVAILABLE IS SUFFICIENT FOR THEM TO UNDERTAKE THE WORKS REQUIRED. TESTING ON PILES AS EARLY AS POSSIBLE IN ORDER TO MITIGATE DELAYS. ALL STATIC LOAD TESTS SHALL BE COMPETED PRIOR TO THE PILING RIG
DEPARTING SITE.

12. REINFORCEMENT CONTAINED WITHIN PILES SHALL BE FULLY ANCHORED (TENSION) INTO PILE CAPS/GROUND BEAMS. SUFFICIENT REINFORCEMENT SHALL
PROJECT FROM THE PILES (AFTER BREAKING DOWN) TO ACHIEVE FULL TENSION ANCHORAGE.

13. THE PILING CONTRACTOR IS ADVISED TO VISIT THE SITE AND FAMILIARIES THEMSELVES WITH THE SITE CONSTRAINTS. HAVING BECOME FAMILIAR WITH THE
CONSTRAINTS, THE PILING SUB-CONTRACTOR SHALL REVIEW THEIR PROPOSALS (PILE TYPES, VIBRATION LIMITS ETC) TO ENSURE CONFORMITY WITH THESE
CONSTRAINTS.

14. ALL PILING WORKS SHALL BE IN ACCORDANCE WITH IS EN 1536.

15. PILING/MAIN CONTRACTOR TO ALLOW FOR PRE-BORING/PRE-CORING OF ALL PILE POSITIONS TO CLEAR THE WAY FOR ALL OBSTRUCTIONS PRIOR TO PILING.

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
GENERAL NOTES DRAWING
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0002 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver 1:1 @ A0
 1
613
A
N7BB
O
A
YA

KEY PLAN

W1

BLOCK E

BLOCK D
W1

W1

1 2 3 4 5 6 7 8 9 10 11 12 13

W1 W1 W1
W1

50
49

51
48
1

1
C

C
A A

W1
1

1
W1

C
W1

52
47

4
6

C
C

C
W1

3
C
53
46
O
1

1
C

C
B

54
45

1
1

C
C

C
P

55
44
W2

6
C

W2

W2
1

1
C

C
C Q

56
43

1
C
1

1
C

C
R
1

1
C

C
S.S.L. 8.950

42
6

6
C

C
1

1
C

W1

W1

C
D S

41
S.S.L. 8.950
W1

T
W3

40
1

1
C

W3
E U

W2
W3

W2

W3

W3
W3
W1

W3

39
W3 W3

6
C

W3

W3
W3
1

38
C

W3
W3

W3
F

W3

W1
37
V
W3 W3 W3 W2
1

W3
C

G
36
6

6
C

1
C
1

S.S.L. 8.950
C

35

H W
1

1
C

C
58 57
6

1
WALL SCHEDULE
C

C
1

S.S.L. 8.950
C

61 60 59 58 57 33 32 31 30 29 28 REF. DESCRIPTION COMMENTS

W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
J W4 400mm THK RC WALL
S.S.L. 8.950

REINFORCED CONCRETE COLUMN SCHEDULE

S.S.L. 8.950
X
REF DESCRIPTION COMMENTS
C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
C5 600 x 600mm
C6 1000 x 350mm
6

6
1

1
C

C
C

C
C7 800 x 350mm
C8 1000 x 500mm
K
Y

Z
L W1 W1 W1

LG01- BASEMENT BLOCK D & E LAYOUT

1 : 100 STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BASEMENT BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-B1-DR-S-0300 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver 1 : 100 @ A0
 6
17
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PILE SCHEDULE (P1)

KEY PLAN
REF. DESCRIPTION COMMENTS COLOUR
P1 600 DIA SECANT PILE

PILE SCHEDULE (P2)

REF. DESCRIPTION COMMENTS COLOUR
P2 900 DIA SECANT PILE

BLOCK E

BLOCK D
1 2 3 4 5 6 7 8 9 10 11 12 13

O
B
P

C Q

D S

E U

H W

K
Y

Z
L

LG01- PILE LAYOUT BLOCK D & E

1 : 100 STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D & E PILING GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0305 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/05/21 Author Checker Approver 1 : 100 @ A0
 6
17
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BB

0308

CPB VIEW 7 T.O.C. 11.800 KEY PLAN

T.O.C. 11.800

CAPPING BEAM SCHEDULE

CP1
REF. DESCRIPTION COMMENTS
CP1 1000 Dp x 1150mm Wd
CP2 1000 Dp x 1000mm Wd

CS-14
0309
T.O.C. 11.800

CP1 CPB-VIEW 8
CS-13 0308

BLOCK E
0309

BLOCK D
T.O.C. 11.800

0307
T.O.C. 11.792
CPB VIEW 1
STEP

T.O.C. 13.100 T.O.C. 11.452

CP1 T.O.C. 12.500 CP1

T.O.C. 12.500
STEP
CP2
T.O.C. 12.500
T.O.C. 11.452

CP2
CS-01
1 2 0309 3 4 5 6 7 8 9 10 11 12 13 CP2

STEP
CS-02
0309 T.O.C. 12.500

CPB VIEW 2
A T.O.C. 12.950 0307

CP2
CS-03
0309

CP2 T.O.C. 12.950

Sim CPB VIEW 3
CS-12
0309 O 0307
B
CS-04 P
0309

C Q
CS-05
0309

D S

E U
CP 2

T.O.C. 12.950

CPB VIEW 4
0307

F
CPB VIEW 6

0308

CP2
V

CS-12
0309

H W

CS-06
0309

X
T.O.C. 13.100

K
CS-11 CS-10 CS-09 CS-08 CS-07
Y
Sim
CS-07 0309 0309 0309 0309 0309
0309
Z
L
CP2 CP2 CP2 CP2
STEP STEP STEP

T.O.C. 13.100 T.O.C. 12.950 T.O.C. 13.100 T.O.C. 12.950

CPB VIEW 5
L00 - CAPPING BEAM LAYOUT BLOCK D & E STATUS - S3 W021
1 : 100 0308

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D & E CAPPING BEAM GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0306 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/05/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
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O
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BB

1 2 3 4 5 6 7 8 9 10 11 12 13 KEY PLAN

A A

1
C

C
1

1
C

4
C
C
2
C

BLOCK E

BLOCK D
O

1
C

C
B

1
1

1
W3

C
C

C
W2
P

W2

W2

W2
1

1
W3

C
W2
C Q

1
C
1

1
C

C
R

1
W3

C
1

1
C

C
W3
D S
W2

1
C
T
W3 W3

1
C

C
W3
E U

W2

W3

W3
W3

W2
W3

W3
W3 W3

W3

W3

W3
W3
W2

1
C

C
W3 W3
F

W3
W3
V
W3 W3 W2
1
C

W2
G
W2

W2
W2

W2
W2
H W2 W
W3
1

1
C

C
W2
W2
J
W2

X
W2 W3

W2
1
C

W2

W2

K
Y
W2 W2

Z
W2
L W2

REINFORCED CONCRETE COLUMN SCHEDULE

REF DESCRIPTION COMMENTS
C1 1200 x 450mm W2
C2 1200 x 215mm M 10A
C3 1200 x 250mm
C4 1500 x 350mm
C5 600 x 600mm
W2 W2
C6 1000 x 350mm
C7 800 x 350mm N AA
C8 1000 x 500mm

REINFORCED CONCRETE BEAM SCHEDULE

REF DESCRIPTION COMMENTS
CB1 500mm Dp x 300mm Wd
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
CB4 500mm Dp x 250mm Wd

7
CB5 835mm Dp x 600mm Wd

C
CB6 600mm Dp x 1000mm Wd

WALL SCHEDULE
REF. DESCRIPTION COMMENTS BB
W1 300mm THK RC WALL
W2 220mm THK RC WALL

W2
W3 250mm THK RC WALL W3

W4
W4 400mm THK RC WALL

7
C
W2

7
C
W4

DENOTES 300mm DEEP INSITU SLAB

L00 - GROUND FLOOR BLOCK D & E LAYOUT

1 : 100
W2

DENOTES 1250mm DEEP TRANSFER INSITU SLAB

CC

DENOTES 1400mm DEEP TRANSFER INSITU SLAB

W2

W4
STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
GROUND FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-00-DR-S-0800 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
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BB

1 2 3 4 5 6 7 8 9 10 11 12 13
REINFORCED CONCRETE COLUMN SCHEDULE
KEY PLAN
Sim
1E-01 W3 REF DESCRIPTION COMMENTS
A 0835 A C1 1200 x 450mm
W3 CB1 CB1

W3
C2 1200 x 215mm

1
W3

C
C3 1200 x 250mm
W3 C4 1500 x 350mm
1D-03 1D-05

1
1E-01 CB1 C5 600 x 600mm

C
0821 0821

4
0835 C6 1000 x 350mm

C
Sim Sim C7 800 x 350mm
1D-03 1D-05
C8 1000 x 500mm
0821 0821
1E-05
0835 S.S.L. 16.750 REINFORCED CONCRETE BEAM SCHEDULE

C
2
C

3
S.S.L. 17.950 REF DESCRIPTION COMMENTS
1E-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0835
W3 O

BLOCK D
CB2 500mm Dp x 500mm Wd

1
W3

C
B CB3 1000mm Dp x 250mm Wd

1
W3 CB4 500mm Dp x 250mm Wd

C
W3 W3
P CB5 835mm Dp x 600mm Wd

W2
W3

CB6 600mm Dp x 1000mm Wd

1E-04
0835
1E-03
W2 WALL SCHEDULE
0835
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL

1
C

C
W3 W3 W2 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W3 W4 400mm THK RC WALL

1
1

C
C
W3

C
1D-02
R
0821
W2
Sim
1D-02
DENOTES 225mm DEEP INSITU SLAB
0821
W3 W2 W2
D 1E-06
S
0835

T
W3 W3
W2 W3
E U
W3

W2

W3

W3

W2

W3

W3
1E-07 W3 W3

W3

W3
0835
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

W2
G 1E-08
0835
S.S.L. 17.950
W2
W2

S.S.L. 16.750
W2

W2
W2

W2 W3 W3
H W2 W

Sim 1D-01
1E-13 1D-01
0821
0835 0821

W2

W2 W2
J
W2 W2
W2

W2 W3
X
2
C

5
C

CB6
S.S.L. 17.950
8

W2
CB5
C

W2
W2

W2
5

K
C

1E-09 Y
0835
W2 W2
1E-10
0835 Z
S.S.L. 16.750 W3 W2

W3
L

W3
1D-08 1D-04
0821 0821
W2 W3
W3

W2

W3
M 10A
W3

W2
W3

1E-12 W2
W2

W3
N 0835
AA

1E-11 W3
0835

1D-06
0821
S.S.L. 17.950

7
C W3

W3
BB

1D-07 W3 W3
0821
7
C

Sim
1D-06
W3

0821
7
C

Sim
1D-06
0821
W3

W2

CC
W3

L01 - FIRST FLOOR BLOCK D & E LAYOUT

1 : 100 STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
FIRST FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-01-DR-S-0801 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
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BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
Sim
2E-01 REF DESCRIPTION COMMENTS
A 0836 A C1 1200 x 450mm

W3
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
2E-01 W3 2D-03 C5 600 x 600mm
0836 0822 C6 1000 x 350mm
Sim C7 800 x 350mm
2D-03
C8 1000 x 500mm
0822

S.S.L. 19.850 REINFORCED CONCRETE BEAM SCHEDULE

2
C
S.S.L. 21.200 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
W3 2E-02
O

BLOCK D
CB2 500mm Dp x 500mm Wd
0836
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
CB6 600mm Dp x 1000mm Wd
2E-04
0836
2E-03 WALL SCHEDULE
W2
0836
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R
W2
DENOTES 225mm DEEP INSITU SLAB

W2 W2
D S

2D-02
0822
T
W3 W3
W2 W3
E U

W3
W2

W3

W3

W2
W3

2E-06

W3

W3
0836
W3 W3

W3
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

Sim
W2 2D-02
G 2E-07
0822
0836
S.S.L. 21.200
W2
W2

S.S.L. 19.850
W2

W2
W2

W2 W3 W3
H W2 W

Sim 2D-01
2E-10 2D-01
0836 0822
0822

W2

W2 W2
J
W2 W2

W2 W3
X
2
C

S.S.L. 21.200
W2 W2
W2
K
2E-09 Y
0836
W2 W2
2E-08
0836 Z
W3 W2

W3
L 2D-06 2D-04
0822 0822
W3
W3

W3
M 10A
W3
W3

W2
W2

W3
N AA

W3

Sim
2D-01
0822
S.S.L. 21.200

W3

BB
W3
CB4

CB3

2D-05 W3
0822
W3

Sim
2D-01
0822
Sim
2D-01
0822
W3

W2
W3

CC

L02 - SECOND FLOOR BLOCK D & E LAYOUT

1 : 100
STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
SECOND FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-02-DR-S-0802 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
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O
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BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
Sim
3E-01 REF DESCRIPTION COMMENTS
A 0837 A C1 1200 x 450mm

W3
C2 1200 x 215mm
C3 1200 x 250mm
3D-03
W3 C4 1500 x 350mm
3E-01 0823
C5 600 x 600mm
0837 C6 1000 x 350mm
Sim C7 800 x 350mm
3D-03
C8 1000 x 500mm

4
C
0823

S.S.L. 22.950 REINFORCED CONCRETE BEAM SCHEDULE

3
2

C
C
S.S.L. 24.450 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
W3 3E-02
O

BLOCK D
CB2 500mm Dp x 500mm Wd
0837
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
CB6 600mm Dp x 1000mm Wd
3E-04
0837
3E-03 WALL SCHEDULE
W2
0837
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R
W2
Sim
3D-01 DENOTES 225mm DEEP INSITU SLAB
0823
W2 W2
D S
3D-02
0823

T
W3 W3
W2 W3
E U
W3

W2

W3

W3

W2

W3
3E-06

W3
W3 W3

W3
0837

W3
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

Sim
W2 3D-02
G 3E-05
0823
0837
S.S.L. 24.450
W2
W2

S.S.L. 22.950
W2

W2
W2

W2 W3 W3
H W2 W

Sim 3D-01
3E-09 3D-01
0837 0823
0823

W2

W2 W2
J
W2 W2

W2 W3
X
2
C

S.S.L. 24.450
W2 W2
W2
K
3E-07 Y
3E-08 0837
W2 W2
0837

Z
W3 W2

W3
L 3D-06 3D-04
0823 0823
W3
W3

W3
M 10A
W3
W3

W2
W2

W3
N AA

W3

Sim
3D-01
0823
S.S.L. 24.450

W3

W3
BB
W3
CB3
CB4

3D-05 W3 W2
0823

Sim
3D-01
0823
W3

Sim
3D-01
0823
W2

W3

W2
W3

CC

W2

L03 - THIRD FLOOR BLOCK D & E LAYOUT

1 : 100 STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
THIRD FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-03-DR-S0803 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13
REINFORCED CONCRETE COLUMN SCHEDULE
KEY PLAN
Sim
4E-01 REF DESCRIPTION COMMENTS
A 0838 A C1 1200 x 450mm

W3
C2 1200 x 215mm
C3 1200 x 250mm
W3 4D-03
C4 1500 x 350mm
4E-01 C5 600 x 600mm
0824

4
0838 C6 1000 x 350mm

C
Sim C7 800 x 350mm
4D-03
C8 1000 x 500mm
0824

S.S.L. 26.050 REINFORCED CONCRETE BEAM SCHEDULE

3
C

C
S.S.L. 27.700 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
W3 4E-02
O

BLOCK D
CB2 500mm Dp x 500mm Wd
0838
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
CB6 600mm Dp x 1000mm Wd
4E-04
0838
4E-03 W2
WALL SCHEDULE
0838
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R
W2
DENOTES 225mm DEEP INSITU SLAB
Sim
4D-01
0824
W2 W2
D S
DENOTES 300mm DEEP INSITU SLAB
4D-02
0824

T
W3 W3 DENOTES 400mm DEEP INSITU SLAB
W2 W3
E U
W2

W3

W3

W2

W3
W3

4E-06

W3
W3 W3

W3
0838

W3
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

Sim
W2 4D-02
G 4E-05
0824
0838
S.S.L. 27.700
W2
W2

S.S.L. 26.050
W2

W2
W2

W2 W3 W3
H W2 W

Sim 4D-01
4E-09 4D-01
0838 0824
0824

W2

W2 W2
J
W2 W2

W2 W3
X
2
C

S.S.L. 27.700
W2

W2
K
4E-07 Y
4E-08 0838
W2 W2
0838

Z
W3 W2

W3
L 4D-08 4D-04
0824 0824
W3
W3

W3
M 10A
W3
W3

W2
W2

W3
N AA

W3

S.S.L. 27.700
S.S.L. 27.800
S.S.L. 27.700

W3

4D-07
W3 0824
BB
W3
4D-05 W3
0824
S.S.L. 27.700
W3

Sim
4D-06
0824
Sim
4D-07
0824
W3

W2

Sim
4D-07 4D-06
W3

0824 0824 CC

S.S.L. 27.800

L04 - FOURTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
FOURTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-04-DR-S-0804 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm

W3
C2 1200 x 215mm
C3 1200 x 250mm
5D-03 C4 1500 x 350mm
5E-01 W3 0825 C5 600 x 600mm

4
0839 C6 1000 x 350mm

C
Sim
5E-01 Sim C7 800 x 350mm
5D-03
0839 C8 1000 x 500mm
0825

S.S.L. 29.150 REINFORCED CONCRETE BEAM SCHEDULE

3
C

C
S.S.L. 30.950 REF DESCRIPTION COMMENTS
5E-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0839
W3 O

BLOCK D
CB2 500mm Dp x 500mm Wd
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
CB6 600mm Dp x 1000mm Wd
5E-04
0839
5E-03 W2 WALL SCHEDULE
0839 REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R
W2

DENOTES 225mm DEEP INSITU SLAB

W2 W2
D S

5D-02
0825
T
W3 W3
W2 W3
E U
W2

W3
W3

W3

W2

W3
5E-06

W3
0839 W3 W3

W3

W3
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

Sim
W2 5D-02
G 0825
5E-05 S.S.L. 30.950
0839 W2
W2

S.S.L. 29.150
W2

W2
W2

W2 W3 W3
H W2 W

5E-09 Sim 5D-01

5D-01
0839 0825
0825

W2

W2 W2
J
W2 W2

W2 W3
X
2
C

S.S.L. 30.950
W2

W2
K
5E-07 Y
0839
5E-08
W2 W2
0839
Z
W3

W3
L 5D-05 5D-04
0825 0825
W3
W3

W3
M
W3
W3

W2

W3
N AA

W3

5D-06
0825
S.S.L. 30.950

W3
BB

L05 - FIFTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
FIFTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-05-DR-S-0805 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13
REINFORCED CONCRETE COLUMN SCHEDULE
KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm

W3
W3 C2 1200 x 215mm
C3 1200 x 250mm
6D-03
W3 C4 1500 x 350mm
6E-01 0826
C5 600 x 600mm
0840 C6 1000 x 350mm
Sim
6E-01 Sim C7 800 x 350mm
6D-03
0840 C8 1000 x 500mm

4
C
0826

S.S.L. 32.250 REINFORCED CONCRETE BEAM SCHEDULE

3
C

C
S.S.L. 34.200 REF DESCRIPTION COMMENTS
6E-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0840
W3 O

BLOCK D
CB2 500mm Dp x 500mm Wd
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
CB6 600mm Dp x 1000mm Wd
6E-04
0840
6E-03 W2 WALL SCHEDULE
0840 REF. DESCRIPTION COMMENTS

W2
W1 300mm THK RC WALL

W2
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R
W2

W2 W2 DENOTES 225mm DEEP INSITU SLAB

D S

6D-02
0826

T
W3 W3
W2 W3
E U

W3
W3

W2

W3

W3

W2
6E-06

W3
0840 W3 W3

W3

W3
W3

W2

W2 W3 W3

W3
F
W3

W2
V
W3 W3

Sim
W2 6D-02
G 0826
6E-05 S.S.L. 34.200
0840 W2 W2

S.S.L. 32.250
W2

W2
W2

W2 W3 W3
H W2 W

6E-09 Sim 6D-01

6D-01
0840 0826
0826

W2 W2

W2
J
W2 W2

W2 W3
X
2
C

S.S.L. 34.200
W2

W2
K
6E-07 Y
0840
6E-08
W2 W2
0840
Z
L 6D-05 6D-04
0826 0826

N AA

BB

L06 - SIXTH FLOOR BLOCK D & E LAYOUT 10A

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
SIXTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-06-DR-S-0806 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm
W3

W3
C2 1200 x 215mm
C3 1200 x 250mm
W3 W3 C4 1500 x 350mm
7D-03 C5 600 x 600mm
7E-01
7E-12 0827 C6 1000 x 350mm
0841
0841 Sim C7 800 x 350mm
7D-03
C8 1000 x 500mm

4
W3

C
0827

S.S.L. 35.350 REINFORCED CONCRETE BEAM SCHEDULE

3
C

C
S.S.L. 37.450 REF DESCRIPTION COMMENTS
7E-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0841
O

BLOCK D
CB2 500mm Dp x 500mm Wd
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3 W3 W3
P CB5 835mm Dp x 600mm Wd

W2
7E-04 CB6 600mm Dp x 1000mm Wd
0841
7E-03
WALL SCHEDULE
0841 W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
7E-10
Sim R
0841
W2
DENOTES 225mm DEEP INSITU SLAB
STEP

W2
W2
D S

DENOTES 400mm DEEP INSITU TRANSFER SLAB

7D-02
0827 T
S.S.L. 35.200 STEP W3 W3
W2
W3
E U
W3

W2

W3

W3

W2

W3
7E-11
0841 W2
CB2

W3
W3 W3

W3

W3
W3

W2
7E-06
W2 W3 W3

W3
0841
F
W3

W2
V
W3 W3

W2
G Sim
STEP

7D-02
7E-05 S.S.L. 37.450 0827
0841 W2 W2
7E-10
0841

S.S.L. 35.350
W2

W2
W2

W2 W3 W3
H W2 W

7E-09 Sim
7D-01 7D-01
0841
W2 0827 0827
W2

W2 W2 W2

W2 W3
X
2
C

S.S.L. 37.450
W2

W2
K
7E-07 Y
7E-08 0841
W2 W2
0841

Z
L 7D-05 7D-04
0827 0827

L07 - SEVENTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
SEVENTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-07-DR-S0807 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
8D-03
C4 1500 x 350mm
W3 0828
C5 600 x 600mm
8E-01 8E-02 C6 1000 x 350mm
0842 0842 C7 800 x 350mm
Sim
8D-03
C8 1000 x 500mm

4
C
0828

S.S.L. 38.450 REINFORCED CONCRETE BEAM SCHEDULE

3
2

C
C
S.S.L. 40.700 REF DESCRIPTION COMMENTS
8E-03

BLOCK E
CB1 500mm Dp x 300mm Wd
0842
O

BLOCK D
CB2 500mm Dp x 500mm Wd

C
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W2 W3 W3
P CB5 835mm Dp x 600mm Wd
8E-04 CB6 600mm Dp x 1000mm Wd

W2
0842
8E-06
WALL SCHEDULE
0842 W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL

7
W3

C
W2 W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R

W2
8E-11
0842
W2

DENOTES 225mm DEEP INSITU SLAB

7
W2

C
W2
D S
8D-02
8E-07
0828
0842
DENOTES 300mm DEEP INSITU SLAB

Sim
T
8E-11 W3 W3
0842
W3
E U

W3

W2

W3
W3

W2

W3
DENOTES 400mm DEEP INSITU SLAB
7

W2
C

W3
W3

W3
W3

W3
W3

8E-12
W2
0842

W3 W3

W3
F
W3

W2
V
W3 W3
7

W2
C

G 8D-02
Sim

8E-05 S.S.L. 40.700 0828

0842 W2 W2
Sim
8E-11
0842
S.S.L. 38.450
W2

W2
W2

W2
7
C

W3 W3
H W2 W

Sim 8D-01
8E-10 8D-01
0828
0842 0828
W2
7
C

W2

W2
J
W2

W2 W3
X

W2 S.S.L. 40.700

K
8E-09 Y
8E-08 0842
0842
W2 W2

Z
L 8D-05 8D-04
0828 0828

L08 - EIGHTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
EIGHTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-08-DR-S-0808 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
W3 9D-03
C5 600 x 600mm
0829

4
C6 1000 x 350mm

C
9E-01
Sim C7 800 x 350mm
0843 9D-03
C8 1000 x 500mm
0829

REINFORCED CONCRETE BEAM SCHEDULE

3
C

C
S.S.L. 43.950 REF DESCRIPTION COMMENTS
9E-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0843
O

BLOCK D
CB2 500mm Dp x 500mm Wd
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W2 W3

7
W3

C
P CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

9E-03
W2 WALL SCHEDULE
0843
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL

7
C
W4 400mm THK RC WALL
W3
R

W2
W2

W2 DENOTES 225mm DEEP INSITU SLAB

D S
7
C

9D-02
0829

T
W3 W3

W3
E U
W3

W2

W3

W2

W3
W3

W3

W3
W3 W3

W3
W3
7
C

9E-06
W2
0843

W3

W3
W3
F
W3

W2
V
W3 W3

G 9D-02
Sim
7

9E-04
C

S.S.L. 43.950 0829

0843 W2 W2

W2
W2

W2

W3 W3
H W2 W
7
C

Sim 9D-01
9D-01
0829
0829
7
C

J
9E-05
0843
W2 W3
X

9D-05 9D-04
0829 0829

K
Y

Z
L

L09 - NINTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
NINTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-09-DR-S-0809 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

1 2 3 4 5 6 7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
W3 10D-03
C5 600 x 600mm
REF-01 0830

4
C6 1000 x 350mm

C
0844
Sim C7 800 x 350mm
10D-03
C8 1000 x 500mm

3
C
0830

REINFORCED CONCRETE BEAM SCHEDULE

2
C
S.S.L. 47.200 REF DESCRIPTION COMMENTS
REF-02

BLOCK E
CB1 500mm Dp x 300mm Wd
0844
O

BLOCK D
CB2 500mm Dp x 500mm Wd
B CB3
CB4
1000mm Dp x 250mm Wd
500mm Dp x 250mm Wd
W3 W3

7
P CB5 835mm Dp x 600mm Wd

C
W2 CB6 600mm Dp x 1000mm Wd

REF-03
WALL SCHEDULE
0844 W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
C Q W3 250mm THK RC WALL

7
W4 400mm THK RC WALL

C
W3
R

W2
W2

DENOTES 225mm DEEP INSITU SLAB

W2
D S
7
C

10D-02
0830
T
W3 W3

W3
E U
W3

W2

W3

W3

W2

W3
W3

W3
W3 W3
W3

W3
7
C

REF-06
W2
0844

W3 W3

W3
F
W3

W3 W2
V
W3

Sim
10D-02
G
7

0830
C

REF-04 S.S.L. 47.200

0844 W2 W2

W2
W2

W2

W3 W3
H W2 W
7
C

Sim 10D-01
10D-01
0830
0830

W2
7
C

J
REF-05
0844 W2 W3
X

10D-05 10D-04
0830 0830

L10 - TENTH FLOOR BLOCK D & E LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
TENTH FLOOR BLOCK D & E GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-10-DR-S-0810 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
11D-03 C5 600 x 600mm

4
0831 C6 1000 x 350mm

C
Sim C7 800 x 350mm
11D-03
C8 1000 x 500mm

3
C
0831

REINFORCED CONCRETE BEAM SCHEDULE

S.S.L. 50.450 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
O

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
W3 CB4 500mm Dp x 250mm Wd
W3
P CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

W2
WALL SCHEDULE
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R

W2 DENOTES 225mm DEEP INSITU SLAB

S

11D-02
0831
T
W3

W3
U

W3

W2

W3

W3
W3

W3
W2

W3

W3
W2
V
W3

Sim
11D-02
0831
S.S.L. 50.450
W2 W2

W3 W3
W

Sim 11D-01
11D-01
0831
0831

W2 W3
X

11D-05 11D-04
0831 0831

L11 - ELEVENTH FLOOR BLOCK D LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
ELEVENTH FLOOR BLOCK D GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-11-DR-S-0811 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
12D-03 C5 600 x 600mm
0832 C6 1000 x 350mm
Sim C7 800 x 350mm
12D-03
C8 1000 x 500mm

4
C
0832

REINFORCED CONCRETE BEAM SCHEDULE

3
C
S.S.L. 53.700 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
O

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
W3 CB4 500mm Dp x 250mm Wd
W3
P CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

WALL SCHEDULE
W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R

W2 DENOTES 225mm DEEP INSITU SLAB

S

12D-02
DENOTES 300mm DEEP INSITU SLAB
0832
T
W3

W3
U DENOTES 400mm DEEP INSITU SLAB

W3

W2

W3

W3
W3

W3
W2

W3

W3
W2
V
W3

Sim
12D-02
0832
S.S.L. 53.700

Sim 12D-01
12D-01
0832
0832

W2 W3
X

12D-05 12D-04
0832 0832

L12 - TWELVETH FLOOR BLOCK D LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
TWELVETH FLOOR BLOCK D GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-12-DR-S-0812 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
13D-03 C5 600 x 600mm
0833 C6 1000 x 350mm
Sim C7 800 x 350mm
13D-03
C8 1000 x 500mm

4
3

C
C
0833

REINFORCED CONCRETE BEAM SCHEDULE

S.S.L. 56.950 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
O

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
W3 CB4 500mm Dp x 250mm Wd
W3
P CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

WALL SCHEDULE
W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R

Sim
13D-01
0833
W2 DENOTES 225mm DEEP INSITU SLAB
S

13D-02
0833
T
W3

W3
U

W3

W2

W3
W3 13D-01

W3
W3
0833

W2

W3

W3
W2
V
W3

13D-05 13D-04
0833 0833

L13 - THIRTEENTH FLOOR BLOCK D LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
THIRTEENTH FLOOR BLOCK D GENERAL
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie
ARRANGEMENT
WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-13-DR-S-0813 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 6
17
A
N13
O
A
YA
BB

7 8 9 10 11 12 13 REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
RFD-03 C5 600 x 600mm
0834 C6 1000 x 350mm
Sim C7 800 x 350mm
RFD-03
C8 1000 x 500mm

4
C
0834

REINFORCED CONCRETE BEAM SCHEDULE

3
C
S.S.L. 60.425 REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
O

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
W3 CB4 500mm Dp x 250mm Wd
W3
P CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

WALL SCHEDULE
W2
REF. DESCRIPTION COMMENTS

W2

W2
W1 300mm THK RC WALL
W3 W2 220mm THK RC WALL
Q W3 250mm THK RC WALL
W4 400mm THK RC WALL
W3
R

Sim
RFD-01
0834
W2 DENOTES 225mm DEEP INSITU SLAB
S

RFD-02
0834
T
W3

W3
U

W3

W2

W3
W3
RFD-01

W3
W3
0834

W2

W3

W3
W2
V
W3

RFD-05 RFD-04
0834 0834

ROOF BLOCK D LAYOUT

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
ROOF BLOCK D GENERAL ARRANGEMENT
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-RF-DR-S-0814 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
12/04/20 Author Checker Approver As indicated @ A0
 BLOCK D - CORE 1 KEYPLAN

7 8
9 8 7 V U T 7 8 9 T U V

0850

VIEW 1D T
W3
S.S.L. 60.425 S.S.L. 60.425 S.S.L. 60.425 S.S.L. 60.425

VIEW 8D
U

9D

W2

W3
0851

W3
0851

W3

VIEW 5D

VIEW 7D
VIEW 4D
S.S.L. 56.950 S.S.L. 56.950 S.S.L. 56.950 S.S.L. 56.950

VIEW 2D
W3
0851

W3
0850 0851
0850

W3
VIEW 6D

W3
0851
S.S.L. 53.700 S.S.L. 53.700 S.S.L. 53.700 S.S.L. 53.700

W3
V
VIEW 3D

0850

S.S.L. 50.450 S.S.L. 50.450 S.S.L. 50.450 S.S.L. 50.450

S.S.L. 47.200 S.S.L. 47.200 S.S.L. 47.200 S.S.L. 47.200

S.S.L. 43.950 S.S.L. 43.950 S.S.L. 43.950 S.S.L. 43.950

S.S.L. 40.700 S.S.L. 40.700 S.S.L. 40.700 S.S.L. 40.700

W3
S.S.L. 37.450 S.S.L. 37.450 S.S.L. 37.450 S.S.L. 37.450
W3

W2

W3

W3

W3

W3

W3

W3

W3

W3

W3

W3
W3 W3
S.S.L. 34.200 S.S.L. 34.200 S.S.L. 34.200 S.S.L. 34.200

W3

S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950

S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700

S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450

S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200

S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950

S.S.L. 13.250 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.100

S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950

BLOCK D - CORE 1 VIEW 1D BLOCK D - CORE 1 VIEW 2D BLOCK D - CORE 1 VIEW 3D BLOCK D - CORE 1 VIEW 4D
1 : 100 1 : 100 1 : 100 1 : 100

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W4 400mm THK RC WALL

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D - CORE 1 SHEET 1
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0850 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/07/21 Author Checker Approver 1 : 100 @ A0
 BLOCK D - CORE 1 KEYPLAN

T U V U T U T 7 8
7 8 7 8 9

0850

VIEW 1D T
S.S.L. 60.425 S.S.L. 60.425 S.S.L. 60.425 S.S.L. 60.425 S.S.L. 60.425 W3

VIEW 8D
U

9D

W2

W3
0851

W3
0851

W3

VIEW 5D

VIEW 7D
S.S.L. 56.950 S.S.L. 56.950 S.S.L. 56.950 S.S.L. 56.950 S.S.L. 56.950

VIEW 4D

VIEW 2D
W3
0851

W3
0850 0851
0850

W3
VIEW 6D

W3
S.S.L. 53.700 S.S.L. 53.700 S.S.L. 53.700 S.S.L. 53.700 S.S.L. 53.700 0851

W3
V
VIEW 3D

0850
S.S.L. 50.450 S.S.L. 50.450 S.S.L. 50.450 S.S.L. 50.450 S.S.L. 50.450

S.S.L. 47.200 S.S.L. 47.200 S.S.L. 47.200 S.S.L. 47.200 S.S.L. 47.200

S.S.L. 43.950 S.S.L. 43.950 S.S.L. 43.950 S.S.L. 43.950 S.S.L. 43.950

S.S.L. 40.700 S.S.L. 40.700 S.S.L. 40.700 S.S.L. 40.700 S.S.L. 40.700

S.S.L. 37.450 S.S.L. 37.450 S.S.L. 37.450 S.S.L. 37.450 S.S.L. 37.450

W3

W3

W3
W3

W3

W3

W3
W3

W3

W3
W3

W2

W3

W3

W3

W3

W3
W2
W3
S.S.L. 34.200 W3 S.S.L. 34.200 S.S.L. 34.200 W3 W3 S.S.L. 34.200 S.S.L. 34.200
W3

W3

S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950

S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700

S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450

S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200

S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950
W3

S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250

S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950

BLOCK D - CORE 1 VIEW 5D BLOCK D - CORE 1 VIEW 6D BLOCK D - CORE 1 VIEW 7D BLOCK D - CORE 1 VIEW 8D BLOCK D - CORE 1 VIEW 9D
1 : 100 1 : 100 1 : 100 1 : 100 1 : 100

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W4 400mm THK RC WALL

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D - CORE 1 SHEET 2
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0851 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/07/21 Author Checker Approver 1 : 100 @ A0
 BLOCK D - CORE 2 KEYPLAN

7 8 AA Z Y
8 7 Y Z AA
7 8
8
Y

S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 Z
VIEW 21D

0852

0852

VIEW 24D
VIEW 23D

VIEW 27D
S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 0852

VIEW 22D
0852 0852
0852

VIEW 25D

VIEW 29D

VIEW 28D
0852 0852
S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 AA

W3

W3

W2

W3
VIEW 26D

W3

W3

W3
W3

W3

W3

W3
0852

W3

W3

W3
W3
W3 W3 W3 W3
S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200

S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950

S.S.L. 13.250 S.S.L. 13.250 T.O.C. 13.100 S.S.L. 13.250 S.S.L. 13.250

BLOCK D - CORE 2 VIEW 21D BLOCK D - CORE 2 VIEW 22D BLOCK D - CORE 2 VIEW 23D BLOCK D - CORE 2 VIEW 24D BLOCK D - CORE 2 VIEW 25D
1 : 100 1 : 100 1 : 100 1 : 100 1 : 100

7 8 Y Z AA
AA
AA

S.S.L. 30.950 S.S.L. 30.950 S.S.L. 30.950 30.950

S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.700 27.700

S.S.L. 24.450 S.S.L. 24.450 S.S.L. 24.450 W3 24.450

W3

W3
W3

W3

W2

W3

W3

W3

W3

W3

W3

W3

W3 W3 W3 W2 W3
S.S.L. 21.200 S.S.L. 21.200 S.S.L. 21.200 21.200

S.S.L. 17.950 S.S.L. 17.950 S.S.L. 17.950 17.950

S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250 13.250

BLOCK D - CORE 2 VIEW 26D BLOCK D - CORE 2 VIEW 27D BLOCK D - CORE 2 VIEW 28D BLOCK D - CORE 2 VIEW 29D
1 : 100 1 : 100 1 : 100 1 : 100

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W4 400mm THK RC WALL

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D - CORE 2 SHEET 1
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0852 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/07/21 Author Checker Approver 1 : 100 @ A0
 BLOCK E - CORE KEYPLAN

6 5 4 3 4 5 6 E F 4 5 6
F E
3 4 5 6

S.S.L. 45.175 S.S.L. 45.175 S.S.L. 45.175 S.S.L. 45.175 S.S.L. 45.175 0855

VIEW 1E
W3

VIEW 8E

VIEW 9E
W3

W2

W3
0856
0856

WALL W3 ABOVE
W3
S.S.L. 41.700 S.S.L. 41.700 S.S.L. 41.700 S.S.L. 41.700 S.S.L. 41.700
VIEW 5E

W1
VIEW 7E
VIEW 4E
W2

VIEW 2E
W3
0856 0855
0855 0855
W3

S.S.L. 38.450 S.S.L. 38.450 S.S.L. 38.450 S.S.L. 38.450 S.S.L. 38.450 F VIEW 6E

W3
0856

W3
VIEW 3E
S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350
0855

S.S.L. 32.250 S.S.L. 32.250 S.S.L. 32.250 S.S.L. 32.250 S.S.L. 32.250

W3

W3
W3

S.S.L. 29.150 S.S.L. 29.150

W3 S.S.L. 29.150 S.S.L. 29.150 S.S.L. 29.150

W3

W3

W3

W2

W3

W3
W3

W2

W3

W3

W3

W3

W3

W3

W3

W3
W3 W3 W3
S.S.L. 26.050 S.S.L. 26.050 S.S.L. 26.050 S.S.L. 26.050 S.S.L. 26.050

S.S.L. 22.950 S.S.L. 22.950 S.S.L. 22.950 S.S.L. 22.950 S.S.L. 22.950

S.S.L. 19.850 S.S.L. 19.850 S.S.L. 19.850 S.S.L. 19.850 S.S.L. 19.850

S.S.L. 16.750 S.S.L. 16.750 S.S.L. 16.750 S.S.L. 16.750 S.S.L. 16.750

S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.100

W1
W3

W1
W1

S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950

BLOCK E - CORE VIEW 1E BLOCK E - CORE VIEW 2E BLOCK E - CORE VIEW 3E BLOCK E - CORE VIEW 4E BLOCK E - CORE VIEW 5E
1 : 100 1 : 100 1 : 100 1 : 100 1 : 100

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W4 400mm THK RC WALL

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK E - CORE SHEET 1
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0855 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/07/21 Author Checker Approver 1 : 100 @ A0
 BLOCK E - CORE KEYPLAN

4 5 6 F E E E
3 4 5 6

S.S.L. 45.175 S.S.L. 45.175 S.S.L. 45.175 S.S.L. 45.175

0855

VIEW 1E
W3

VIEW 8E

VIEW 9E
W3

W2

W3
0856
S.S.L. 41.700 S.S.L. 41.700 S.S.L. 41.700 S.S.L. 41.700 0856

WALL W3 ABOVE
W3

VIEW 5E

W1
VIEW 7E
VIEW 4E

VIEW 2E
W3
0856 0855
0855 0855
W3
S.S.L. 38.450 S.S.L. 38.450 S.S.L. 38.450 S.S.L. 38.450

F VIEW 6E

W3
0856

S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350 W3

VIEW 3E

0855

G
S.S.L. 32.250 S.S.L. 32.250 S.S.L. 32.250 S.S.L. 32.250

S.S.L. 29.150 S.S.L. 29.150 S.S.L. 29.150 S.S.L. 29.150

W3

W3
W3

W3

W3

W3

W3
W2

W3
W3

W3
W3

W3 W3 W3 W3
S.S.L. 26.050 S.S.L. 26.050 S.S.L. 26.050 S.S.L. 26.050

S.S.L. 22.950 S.S.L. 22.950 S.S.L. 22.950 S.S.L. 22.950

S.S.L. 19.850 S.S.L. 19.850 S.S.L. 19.850 S.S.L. 19.850

S.S.L. 16.750 S.S.L. 16.750 S.S.L. 16.750 S.S.L. 16.750

S.S.L. 13.250 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250

W1

S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950 S.S.L. 8.950

BLOCK E - CORE VIEW 6E BLOCK E - CORE VIEW 7E BLOCK E - CORE VIEW 8E BLOCK E - CORE VIEW 9E
1 : 100 1 : 100 1 : 100 1 : 100

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W4 400mm THK RC WALL

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK E - CORE SHEET 2
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0856 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/07/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
N13
O
A
YA
BB

REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
13 12 11 10 9 8 7 REF DESCRIPTION COMMENTS
7 8 9 10 11 12 13 C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
S.S.L. 60.425 C5 600 x 600mm
C6 1000 x 350mm
C7 800 x 350mm
C8 1000 x 500mm
S.S.L. 40.700
REINFORCED CONCRETE BEAM SCHEDULE
REF DESCRIPTION COMMENTS
S.S.L. 56.950

BLOCK E
CB1 500mm Dp x 300mm Wd

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
S.S.L. 37.450 CB4 500mm Dp x 250mm Wd
CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd
S.S.L. 53.700
WALL SCHEDULE
7 8 9 10 11 12 REF. DESCRIPTION COMMENTS
S.S.L. 34.200 W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
S.S.L. 50.450 W4 400mm THK RC WALL

S.S.L. 30.950 S.S.L. 30.950

S.S.L. 47.200

S.S.L. 27.700 S.S.L. 27.700

W2 W2
S.S.L. 43.950

S.S.L. 24.450 S.S.L. 24.450

S.S.L. 40.700

W3

W3
W3
W3

S.S.L. 21.200 S.S.L. 21.200

W3 W3

S.S.L. 37.450 W2

S.S.L. 17.950 17.950 S.S.L. 17.950

S.S.L. 34.200

S.S.L. 30.950 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250
T.O.C. 12.950 S.S.L. 12.950

W1
S.S.L. 27.700

W1
S.S.L. 8.950 S.S.L. 8.950

S.S.L. 24.450

BLOCK D ELEVATION GRID LINE Y BLOCK D ELEVATION GRID LINE Z

1 : 100 1 : 100

S.S.L. 21.200

7 8 9 10

S.S.L. 17.950

S.S.L. 30.950
C1
C1

C1

C1

C1

S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250

S.S.L. 27.700 S.S.L. 27.800 S.S.L. 27.800 S.S.L. 27.700 S.S.L. 27.800
B4
C

B3
C

S.S.L. 24.450 S.S.L. 24.450

S.S.L. 8.950
B4
C

B3
C
W2

W3
S.S.L. 21.200 S.S.L. 21.200
W2

W2
W2 W2
B4
C

B3
C

BLOCK D ELEVATION GRID LINE A

1 : 100 S.S.L. 17.950 S.S.L. 17.950
B4
C

B3
C

T.O.W. 15.000
W4

W4

W4
W4 W4
S.S.L. 13.250 S.S.L. 13.250 S.S.L. 13.250

BLOCK D ELEVATION GRID LINE BB BLOCK D ELEVATION GRIDLINE 10A BLOCK D ELEVATION GRIDLINE CC
1 : 100 1 : 100
1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D ELEVATIONS SHEET 1
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0860 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/18/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
N13
O
A
YA
BB

REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
BB AA Z Y X W V U T S R Q P O A REF
C1
DESCRIPTION
1200 x 450mm
COMMENTS

C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
C5 600 x 600mm
C6 1000 x 350mm
C7 800 x 350mm
C8 1000 x 500mm

REINFORCED CONCRETE BEAM SCHEDULE

S.S.L. 60.425
REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
CB4 500mm Dp x 250mm Wd
CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd
S.S.L. 56.950

WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
S.S.L. 53.700 W3 250mm THK RC WALL
W4 400mm THK RC WALL

S.S.L. 50.450

S.S.L. 47.200

S.S.L. 43.950

S.S.L. 40.700

W3

W3

W3
W3

S.S.L. 37.450

W2

W3

W3

W3
S.S.L. 34.200 W3

S.S.L. 30.950

S.S.L. 27.800 S.S.L. 27.700

CB3
W3

W2

S.S.L. 24.450

CB3
W3

W3
W3

W3
S.S.L. 21.200
W2

W2

CB3

S.S.L. 17.950

CB3
C7

C1

C1
W4

S.S.L. 13.250 T.O.C. 13.100

T.O.C. 12.500
W1

W1
S.S.L. 8.950 S.S.L. 8.950

BLOCK D ELEVATION GRID LINE 8

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D ELEVATIONS SHEET 2
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0861 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/18/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
N13
O
A
YA
BB

REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
A O P Q R S T U V W X Y Z AA BB C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
C5 600 x 600mm
S.S.L. 60.425 C6 1000 x 350mm
C7 800 x 350mm
C8 1000 x 500mm

REINFORCED CONCRETE BEAM SCHEDULE

REF DESCRIPTION COMMENTS

BLOCK E
S.S.L. 56.950 CB1 500mm Dp x 300mm Wd

BLOCK D
CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
CB4 500mm Dp x 250mm Wd
CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

S.S.L. 53.700
WALL SCHEDULE
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
S.S.L. 50.450 W4 400mm THK RC WALL

S.S.L. 47.200

S.S.L. 43.950

S.S.L. 40.700
W3

W3

W3

S.S.L. 37.450

W2

W3
C3

S.S.L. 34.200
W3

W2
S.S.L. 30.950 S.S.L. 30.950

W2
S.S.L. 27.700 S.S.L. 27.700 S.S.L. 27.800

W2
S.S.L. 24.450

W3
W3
S.S.L. 21.200
W2

S.S.L. 17.950
C1

C1

C1

W4
S.S.L. 13.100 S.S.L. 13.250
C1

W1
C1

S.S.L. 8.950

BLOCK D ELEVATION GRID LINE 7

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK D ELEVATIONS SHEET 3
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0862 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/18/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
N13
O
A
YA
BB

REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
6 5 4 3 2 1 1 2 3 4 5 6 C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
C5 600 x 600mm
C6 1000 x 350mm
S.S.L. 45.175 C7 800 x 350mm
C8 1000 x 500mm

REINFORCED CONCRETE BEAM SCHEDULE

REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd
W3

BLOCK D
CB2 500mm Dp x 500mm Wd
S.S.L. 41.700
CB3 1000mm Dp x 250mm Wd
CB4 500mm Dp x 250mm Wd
CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

S.S.L. 38.550 WALL SCHEDULE

S.S.L. 38.450
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W3 W2 W4 400mm THK RC WALL
S.S.L. 35.350 S.S.L. 35.350 S.S.L. 35.350

S.S.L. 32.250 S.S.L. 32.250

W3

S.S.L. 29.150 S.S.L. 29.150

W2

C2
W2
W3

S.S.L. 26.050
W2 S.S.L. 26.050

W3

S.S.L. 22.950 S.S.L. 22.950

S.S.L. 19.850 S.S.L. 19.850

S.S.L. 16.750 S.S.L. 16.750

W2

S.S.L. 13.100 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.100

W1
C1
C1

C1

C1

C1

W1

C1
C1

C1
W1
W1

W1
S.S.L. 8.950 S.S.L. 8.950

BLOCK E ELEVATION GRID LINE K

BLOCK E ELEVATION GRID LINE A 1 : 100
1 : 100

1 2 3 4 5 6

S.S.L. 16.750

W2 W2

S.S.L. 13.250

BLOCK E ELEVATION GRID LINE N & M

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK E ELEVATIONS SHEET 1
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0865 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/13/21 Author Checker Approver 1 : 100 @ A0
 6
17
A
N13
O
A
YA
BB

REINFORCED CONCRETE COLUMN SCHEDULE

KEY PLAN
REF DESCRIPTION COMMENTS
C1 1200 x 450mm
C2 1200 x 215mm
C3 1200 x 250mm
C4 1500 x 350mm
C5 600 x 600mm
C6 1000 x 350mm
C7 800 x 350mm
C8 1000 x 500mm

A B C D E F G H J K L M N
REINFORCED CONCRETE BEAM SCHEDULE
REF DESCRIPTION COMMENTS

BLOCK E
CB1 500mm Dp x 300mm Wd

BLOCK D
S.S.L. 45.175 CB2 500mm Dp x 500mm Wd
CB3 1000mm Dp x 250mm Wd
CB4 500mm Dp x 250mm Wd
CB5 835mm Dp x 600mm Wd
CB6 600mm Dp x 1000mm Wd

W2 W2 WALL SCHEDULE
W3

S.S.L. 41.700
REF. DESCRIPTION COMMENTS
W1 300mm THK RC WALL

W2
W2 220mm THK RC WALL
W3 250mm THK RC WALL
W2 W2 W4 400mm THK RC WALL

S.S.L. 38.450
W3

W2

W2
S.S.L. 35.350

S.S.L. 32.250

S.S.L. 29.150

W2
W2

W2
W3

W3

W3

W3

W2

W2
W3

W2

W2
W3
S.S.L. 26.050

W2
W3

W2

W2

S.S.L. 22.950

S.S.L. 19.850

S.S.L. 16.750 S.S.L. 16.750

W2

W2
W2
S.S.L. 13.100 S.S.L. 13.250 S.S.L. 13.250
C1

W1
S.S.L. 8.950 S.S.L. 8.950

BLOCK E ELEVATION GRID LINE 4

1 : 100

STATUS - S3 W021

Revision Schedule Arch/ Client HENRY J LOYNS

NOTES Rev No Date Revision Note Dwg By Chkd By CS Consulting Group
Project
1. For setting out refer to Architects drawings. KEVIN STREET REDEVELOPMENT PROJECT

ISSUED FOR INFORMATION 2.

3.
This drawing to be read in conjunction with all other Architectural and
Engineering drawings and all other relevant drawings and
specifications.
DO NOT SCALE THIS DRAWING. Use figure dimensions only.
Title
BLOCK E ELEVATIONS SHEET 2
19-22 Dame Street, Dublin 2.
T: +353 (0)1 5480863 F: +353 (0)1 9011355
e: info@csconsulting.ie

WORK IN PROGRESS
4. No part of this document may be reproduced or transmitted in any form or
stored in any retrieval system of any nature without the written permission w: www.csconsulting.ie
as copyright holder except as agreed for use of the project for which the Quality I.S. EN ISO 9001:2008
document was originally issued.
Dwg. No KSR-CSC-DE-XX-DR-S-0866 Environment I.S. EN ISO 14001:2004
5. Ordnance Survey Ireland Licence Number EN0074016 Revision
NSAI Energy I.S. EN ISO 50001:2011
Date Drn by Chkd by Aprvd by Scale Certified Health & Safety OHSAS 18001:2007
01/13/21 Author Checker Approver 1 : 100 @ A0