KEY PLAN 26115 1180 2460 1970 4055 2668 2595 5390 5797 B 700 FEC-TB12EXP-STR-CHR-200 OPENING FOR EXIST. MANHOLES PD1 SC2 PD1 SC2 262 PD1 SC2 2Ø 12@150 POST INSTALLED BARS 20Ø EBEDED 350 PD1 SC2 1. NO DIMENSIONS ARE TO BE SCALED. +0.55 PD1 SC2 A NOTES NEW PEDESTAL AS/DET. 5546 PD1 SC2 PD1 SC2 88 FB4 FB1 350 FB4* 252 1041 98 1041 1041 1041 350 105 245 COLUMN AS/SCH. 07 1041 FB1 1041 1041 185 PD1 SC1 400mm THK RAFT T12@15-T&B/EW 7429 165 PD1 SC1 PD1 SC2 252 98 08 1837 PD1 SC2 648 PD1 SC2 350 350 298 PD1 SC2 350 298 298 PD1 SC2 PD1 SC2 350 262 298 88 350 298 344 FB1 700 1836 350 342 PD1 SC1 1836 1836 105 1837 PD1 SC2 PD1 SC1 344 185 350 350 1788 PD1 SC1 PD1 SC1 344 1836 2435 800 165 06 350 350 298 185 298 215 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER DRAWINGS PRIOR TO WORK COMMENCING ON SITE. 3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION. 06 300 600 700 507 PD1 SC2 350 507 FB2 PD1 SC1 4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND ACTUAL SITE CONDITIONS. 750 PD1 PD1 700 507 FB2 700 507 507 350 350 PD1 SC2 SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF ENGINEER. FB2 PD1 SC2 IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN 4216 FB3 FB3 FB3 PD1 SC2 262 FB2 507 PD1 SC2 FB2 PD1 SC2 460 460 460 PD1 SC2 FB2 460 FB2 88 350 98 252 105 245 165 185 460 FB3 FB3 FB3 FB3 4216 FEC-TB12EXP-STR-CHR-200 800 300 05 100mm FINSHED SCREED AS/SET. J 1 I H G F E D C B 150mm S.O.G AS/PLAN A 2Ø 12@150 POST INSTALLED BARS 20Ø EBEDED C 1 FOUNDATION & COLUMN LAYOUT ROAD BASE TO 98% MDD SAND FILL COMPACTED TO 95% MDD WATERPROOFING MEMBRAINE & PROTECTION BOARD AS/SPEC. RAFT AS/DET. 50mm SCREED PROTECTION AS/SPEC. WATERPROOFING MEMBRAINE AS/SPEC. 1 : 75 SEC-A A 100mm PCC 1 : 25 95% WELL COMPACTED EXIST. SOIL PLANT BEAMS SCHEDULE FLVL BOTTOM STEEL WIDTH 400 300 300 300 400 DEPTH 600 1200 1200 1200 900 BOTT. STRAIGHT 5T16 5T16 5T16 5T20 5T20 BOTT. EXTRA --------------------- TOP. AT SUPP. --------------------- STIRRUPS SIDE FACE BARS TOP AT ENDS --------------------- NEAR SUPP. 4L-T10@150 4L-T10@150 4L-T12@150 4L-T10@150 4L-T10@150 AT MID. SPAN <varies> 4L-T10@200 4L-T12@200 4L-T10@200 4L-T10@200 REMARKS <varies> T12@150 T12@150 T12@150 T12@150 20T16 T12@150 25 700 25 25 Type Mark FB1 FB2 FB3 FB4 FB4* TOP STEEL TOP STRAIGHT 5T20 5T20 5T20 6T20 7T20 PEDESTAL SCHEDULE Stirrups Outer Inner T12@150 2T10@150 00 NOTES: APPR. DESIGNED, BUILT & OWNED BY: -0.55 NATIONAL CENTRAL COOLING COMPANY (PJSC) P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES T: +971 2 2020400 F: +971 2 6455008 1 : 10 - RAFT IS DESIGNED BASED ON ALLOWABLE NET BEARING CAPACITY 250 KN/m2. AS PER THE GEOTECHNICAL LETTER AND TO BE VERIFIED BY THE CONTRACTOR WITH FOUNDATION LEVEL. - RAFT IS DESIGNED ON VERTICLE LOADS ONLY , THESE LOADS BROUGHT BY STEEL CONSULTANT. 100 CONSULTANT 700 400 - STEEL & FRP STRUCTURE SHALL BE REDESIGNED BY SPESIALIST. 110 180 Al Ain 110 Engineering Consultancy LLC - CONTRACTOR SHALL SUBMIT BUILDERS WORK DRAWINGS FOR ENGINEER'S APPROVAL WELL PRIOR TO CASTING OF ROOF SLABS AND BEAMS. 110 100mm FINSHED SCREED AS/SET. 180 COLUMN AS/SCH. 95% MDD SAND FILL AS/SPEC. 95% MDD SAND FILL AS/SPEC. 700x700 PEDESTAL TB-12 DCP EXPANSION 50mm SCREED AS/SPEC. 4-Ø 24 J-BOLT..NET LENGTH=500mm / 25mm THK PLATE 2LAYER MEMBERANE AS/SPEC. PCC AS/SPEC. 1000g POLYTHENE SHEET AS/SPEC. 95% MDD COMPACTED SOIL - Abu Dhabi PROJECT RAFT AS/DET. - FINAL LOCATION OF THE SLEEVE TO BE COORDINATED WITH APPROVED SHOP DRAWING. Dubai PO Box : 14659 Tel. : +971 (03) 7640177 AL AIN, U.A.E. Fax : +971 (03) 7640188 web : www.fittonsc.com TOP FINISHES AS/SPEC. 150mm S.O.G AS/PLAN 110 700 400 - PROVIDE EXTRA REINFORCEMENT AROUND OPENING AS PER GENERAL NOTE / DETAILS DRAWINGS PRIOR TO WORK COMMENCING ON SITE. CHEC. P.O.Box 309 (1000) Abu Dhabi United Arab Emirates C 1 PEDESTAL - PD1 DETAIL - CONTRACTOR SHOULD CHECK POINT & AREA LOADS WITH LOADS DESIGNED FOR FOOTINGS DESIGN. - BEFORE CASTING OF ROOF SLABS AND BEAMS, CONTRACTOR SHALL PROVIDE NECESSARY OPENINGS IN ROOF SLABS AND BEAMS AS PER RELEVANT APPROVED MEP SHOP DRAWINGS. DATE MT COMMAND OF MILITARY WORKS 25 NOTES: - Contractor to relocate , shifting , reinstating and protect the existing services as required . - Contractor to protect existing structure and properties. - Protections slabs, beddings & sleeves as per the standars, detailings and specifications. - Bars embeded depth min. 12Ø UNO. - Foundation beam shall be anchored to the existing foundation by min. 20Ø. - Conjuction existing surface shall be chibbed to recived a new concrete. - To apply bond and adhessions to join old and new concrete. - Enlarge pedestals below plinth by min. 1". - All levels and floors shall be aligned to the existing correspond levels and floors. -- - IF THE FOUNDATION IS RESTING ON FILLED SOIL, THEN COORDINATE WITH STRUCTURAL ENGINEER DURING CONSTRUCTION. DESCRIPTION REV. WALL AS/DET. 200mm SOLD BLOCK & COPYING BEAM +0.20 BELOW +0.55 Type Mark Type REMARK SC1 305x305x97UC SC2 305x305x118UC 03.06.2022 MO ISSUED FOR TENDER CLIENT 3T10@150 ? COLUMN SCHEDULE COLUMN AS/SCH COLUMN AS/SCH. REMARK 700 Size Type Mark Width Length Ver. Bars PD1 600 600 20T20 08 PD1, SC1/SC2 DISCIPLINE STATUS STRUCTURE TENDER DRAWING TITLE 1 : 20 CHILLER COLUMN LAYOUT & FOUNDATION B SEC-B 1 : 25 DRAWN SS DATE 03.06.2022 CHECKED MO SCALE As indicated DRAWING NO. FEC-TB12EXP-STR-CHR-200 SHEET 1/1 REV. NO. 00 ? ? ? KEY PLAN 25100 165 2460 1972 4050 2670 2597 5389 5797 1015 1 AG AG 1 SB4 SB1 JB1 AG 1 JB1 SB1 1836 1 AG SB1 SB1 SB1 FEC-TB12EXP-STR-CHR-300 SB1 8' 8 SB2 SB4 1 AG SB2 08 AG 1 1 AG 07 SB1 SB1 SB1 SB4 SB1 SB1 SB3 460 SB1 SB1 1 AG 5546 SB3 AG 1 PR 1 AG 1 AG TO THE ATTENTION OF ENGINEER. 4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND ACTUAL SITE CONDITIONS. AG 1 SB3 ? 507 6' AG 1 DRAWINGS PRIOR TO WORK COMMENCING ON SITE. 3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION. IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN SB2 SB2 PR AG 1 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS SB2 JC1 1 AG FEC-TB12EXP-STR-CHR-302 PR SB4 AG 1 SB1 AG 1 SB4 SB1 SB3 SB1 SB1 SB1 AG 1 SB1 SB1 AG 1 1 AG SB1 SB1 1 AG 1 AG 4216 SB1 1 AG SB1 1. NO DIMENSIONS ARE TO BE SCALED. PR 1 AG SB1 NOTES SB2 SB2 6'' FEC-TB12EXP-STR-CHR-301 AG 1 4216 AG 1 SB1 AG 1 SB1 SB1 SB1 AG 1 1 AG SB1 AG 1 PR 1 AG SB1 1 AG 1 AG 1 AG 7429 SB3 AG1 A1 AG G1 AG 1 1837 PR 1837 SB3 SB1 AG 1 SB4 SB1 SB1 AG1 SB1 SB4 SB1 SB1 FEC-TB12EXP-STR-CHR-301 06 EXIST. ROOF ? 05 J I H G I,G F E D C A A FEC-TB12EXP-STR-CHR-300 B 1 H,F 2 FEC-TB12EXP-STR-CHR-302 FEC-TB12EXP-STR-CHR-300 FEC-TB12EXP-STR-CHR-302 FEC-TB12EXP-STR-CHR-300 C 2 CHILLER MODULE ROOF STEEL FRAMING LAYOT 1 1 : 75 CHILLER ROOF BEAM SCHEDULE Mark AG1 ER JB1 JC1 PR SB1 SB2 SB3 SB4 STR 25100 165 2460 1970 4055 2668 2595 5390 5797 Type L76X76X4.8 ER-150X75X18 JB1-203x102x23UB JC1-152x152x30UC PR-202 Z 26 SB1-254x102x22UB SB2-254x102x28UB SB3-254x146x43UB SB4-356x171x51UB STR-152x152x37UC 2 00 03.06.2022 MO ISSUED FOR TENDER DESCRIPTION REV. 1015 8' Shape L Equal Angles C-Channel UB-Universal Beam UC-Universal Column M_Light Gauge-Zeds UB-Universal Beam UB-Universal Beam UB-Universal Beam UB-Universal Beam UC-Universal Column DATE MT CHEC. APPR. CLIENT FEC-TB12EXP-STR-CHR-300 1836 COMMAND OF MILITARY WORKS P.O.Box 309 (1000) Abu Dhabi United Arab Emirates 8 FEC-TB12EXP-STR-CHR-301 DESIGNED, BUILT & OWNED BY: 1837 7429 1837 08 07 7400 4216 2% 4216 FEC-TB12EXP-STR-CHR-301 P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES T: +971 2 2020400 F: +971 2 6455008 5546 CHILLER MAINTENANCE HATCH NATIONAL CENTRAL COOLING COMPANY (PJSC) 2600 6'' CONSULTANT 6' Al Ain +6.20 FFL 460 507 FEC-TB12EXP-STR-CHR-302 06 Engineering Consultancy LLC Dubai Abu Dhabi PO Box : 14659 Tel. : +971 (03) 7640177 AL AIN, U.A.E. Fax : +971 (03) 7640188 web : www.fittonsc.com EXIST. ROOF PROJECT TB-12 DCP EXPANSION 05 A I,G FEC-TB12EXP-STR-CHR-300 J I 2 H H,F 2 FEC-TB12EXP-STR-CHR-302 FEC-TB12EXP-STR-CHR-300 FEC-TB12EXP-STR-CHR-302 G F E D DISCIPLINE FEC-TB12EXP-STR-CHR-300 1 C B A STATUS STRUCTURE TENDER DRAWING TITLE C 3 CHILLER MODULE ROOF TOP VIEW CHILLER ROOF FRAMING LAYOUT 1 : 75 DRAWN SS DATE 03.06.2022 CHECKED MO SCALE 1 : 75 DRAWING NO. FEC-TB12EXP-STR-CHR-202 SHEET 1/1 REV. NO. 00 KEY PLAN 8' SB3 NOTES 1. NO DIMENSIONS ARE TO BE SCALED. JB2 SB2 SB4 SB4 JB2 SB2 JB2 JB2 SB4 FEC-TB12EXP-STR-CHR-301 JB2 SB4 SB2 JB2 JB2 JB2 SB4 SB2 8 SB1 SB1 SB4 SB1 ER SB1 SB4 FEC-TB12EXP-STR-CHR-300 SB3 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER 08 SB3 DRAWINGS PRIOR TO WORK COMMENCING ON SITE. 6' SB2 SB1 AG1 FEC-TB12EXP-STR-CHR-302 SB2 SB1 AG1 IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN JB2 SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF ENGINEER. SB4 SB4 SB3 07 SB2 SB1 AG1 SB2 SB1 AG1 SB2 SB1 AG1 SB4 JB3 SB4 JB2 SB4 JB2 JB2 JB2 SB4 SB4 SB2 SB1 AG1 SB2 SB1 AG1 06 EXIST. ROOF J I,G I H 1 H,F G FEC-TB12EXP-STR-CHR-300 4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND ACTUAL SITE CONDITIONS. JB2 JB2 JB2 JB2 JB2 JB2 SB4 SB3 JB2 JB2 SB4 JB2 SB3 SB4 SB4 JB2 ER SB4 SB4 SB3 SB4 FEC-TB12EXP-STR-CHR-301 JB2 6'' JB2 JB2 SB3 SB4 JB2 SB4 JB2 SB4 ER SB3 JB2 3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION. 1 E F 2 D C FEC-TB12EXP-STR-CHR-300 FEC-TB12EXP-STR-CHR-302 FEC-TB12EXP-STR-CHR-302 CHILLER PLATFORM LVEL BEAM SCHEDULE C 4 CT BASIN PLATFORM STEEL FRAMING LAYOUT Mark AG1 ER JB1 JC1 PR SB1 SB2 SB3 SB4 STR 1 : 75 Type L76X76X4.8 ER-150X75X18 JB1-203x102x23UB JC1-152x152x30UC PR-202 Z 26 SB1-254x102x22UB SB2-254x102x28UB SB3-254x146x43UB SB4-356x171x51UB STR-152x152x37UC 2 Shape L Equal Angles C-Channel UB-Universal Beam UC-Universal Column M_Light Gauge-Zeds UB-Universal Beam UB-Universal Beam UB-Universal Beam UB-Universal Beam UC-Universal Column 00 03.06.2022 MO ISSUED FOR TENDER DESCRIPTION REV. DATE MT CHEC. APPR. CLIENT 8' COMMAND OF MILITARY WORKS FEC-TB12EXP-STR-CHR-300 +8.83 TL P.O.Box 309 (1000) Abu Dhabi United Arab Emirates +8.80 SSL 8 FEC-TB12EXP-STR-CHR-301 08 DESIGNED, BUILT & OWNED BY: NATIONAL CENTRAL COOLING COMPANY (PJSC) P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES T: +971 2 2020400 F: +971 2 6455008 07 6'' FEC-TB12EXP-STR-CHR-301 CONSULTANT Al Ain Engineering Consultancy LLC Dubai Abu Dhabi PO Box : 14659 Tel. : +971 (03) 7640177 AL AIN, U.A.E. Fax : +971 (03) 7640188 web : www.fittonsc.com 6' FEC-TB12EXP-STR-CHR-302 06 PROJECT TB-12 DCP EXPANSION DISCIPLINE J I,G I FEC-TB12EXP-STR-CHR-300 2 H G H,F F 1 E 2 D FEC-TB12EXP-STR-CHR-300 FEC-TB12EXP-STR-CHR-302 FEC-TB12EXP-STR-CHR-302 C STATUS STRUCTURE TENDER DRAWING TITLE COOLING TOWER DECK C 5 CT DECK 1 : 75 DRAWN SS DATE 03.06.2022 CHECKED MO SCALE 1 : 75 DRAWING NO. FEC-TB12EXP-STR-CHR-203 SHEET 1/1 REV. NO. 00 KEY PLAN A B C D E F G H I J 26115 5797 5390 2595 2668 2082 1973 1970 2460 1180 NOTES 1. NO DIMENSIONS ARE TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER DRAWINGS PRIOR TO WORK COMMENCING ON SITE. +8.83 CT BASIN PLATFORM 3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION. IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF ENGINEER. 4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND ACTUAL SITE CONDITIONS. +6.20 CHILLER MODULE TOP +0.55 GF FFL 8 SECTION - 8 1 : 75 A B C D E F G H I J 00 26115 5754 5433 2595 DESCRIPTION REV. 2668 2082 1973 1970 2460 1180 03.06.2022 MO ISSUED FOR TENDER DATE MT CHEC. APPR. CLIENT COMMAND OF MILITARY WORKS P.O.Box 309 (1000) Abu Dhabi United Arab Emirates DESIGNED, BUILT & OWNED BY: NATIONAL CENTRAL COOLING COMPANY (PJSC) P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES T: +971 2 2020400 F: +971 2 6455008 +8.83 CT BASIN PLATFORM CONSULTANT Al Ain 18630 +6.20 CHILLER MODULE TOP Engineering Consultancy LLC Dubai Abu Dhabi PO Box : 14659 Tel. : +971 (03) 7640177 AL AIN, U.A.E. Fax : +971 (03) 7640188 web : www.fittonsc.com PROJECT TB-12 DCP EXPANSION DISCIPLINE STATUS STRUCTURE TENDER DRAWING TITLE +0.55 GF FFL SECTIONS - 2 +0.00 NGL 6'' SECTION - 6'' 1 : 75 DRAWN SS DATE 03.06.2022 CHECKED MO SCALE 1 : 75 DRAWING NO. FEC-TB12EXP-STR-CHR-301 SHEET 1/1 REV. NO. 00 KEY PLAN NOTES 6783 90 1100 5592 1. NO DIMENSIONS ARE TO BE SCALED. 133 02 ASI CT B DRAWINGS PRIOR TO WORK COMMENCING ON SITE. 3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION. 1440 1505 1100 3 +8.8 RM O F AT N PL 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF ENGINEER. 01 1400 301 1400 4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND ACTUAL SITE CONDITIONS. 3665 J 300 4500 1475 1100 R LLE CHI 0 +6.2 TOP E L U MOD K FEC-TB12EXP-STR-CHR-303 3401 0 +0.4 PL 0 0 . +0 NGL C FEC-TB12EXP-STR-CHR-303 1 2 C 6 STAIR PLAN 1 : 75 3D VIEW FRP STAIR J I 00 03.06.2022 MO ISSUED FOR TENDER DESCRIPTION REV. DATE MT CHEC. APPR. CLIENT HS-60x60x10 3409 3510 COMMAND OF MILITARY WORKS HS-60x60x10 P.O.Box 309 (1000) Abu Dhabi United Arab Emirates FRP-RAILING H=1100mm-60mmDIA POSTS/BALUSTERS +8.83 CT BASIN PLATFORM +8.83 CT BASIN PLATFORM 2047 HB-305x305x20 BEAM DESIGNED, BUILT & OWNED BY: NATIONAL CENTRAL COOLING COMPANY (PJSC) P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES T: +971 2 2020400 F: +971 2 6455008 +6.20 CHILLER MODULE TOP C310x80x20 +6.20 CHILLER MODULE TOP +6.05 50 300 HS-300x300x20 COLUMN +3.23 500 -0.30 4500 K 4500 Abu Dhabi TB-12 DCP EXPANSION 2772 1100 PD2 AS/SCH. +0.40 PL +0.00 NGL DISCIPLINE STATUS STRUCTURE TENDER DRAWING TITLE 2x500x500 BEAM - 6T16-T&B/ 4LT10@150 SECTION - K 1 : 75 Engineering Consultancy LLC Dubai PROJECT C310x80x20 1100 Al Ain PO Box : 14659 Tel. : +971 (03) 7640177 AL AIN, U.A.E. Fax : +971 (03) 7640188 web : www.fittonsc.com +3.23 2421 3445 HB-150x150x15 BRACING +0.40 PL +0.00 NGL F-1800x4500x500mm T12@120-B/EW T16@120-T/Long Dir. T12@150-T/Short Dir. HB-150x150x15 BRACING HS-300x300x20 COLUMN 1482 188 HS-300x300x20 COLUMN +0.45 CONSULTANT 2175 2160 2160 +6.05 C SECTION - C 1 : 75 F-1800x4500x500mm T12@120-B/EW T16@120-T/Long Dir. T12@150-T/Short Dir. STAIR DETAIL DRAWN SS DATE 03.06.2022 CHECKED MO SCALE 1 : 75 DRAWING NO. FEC-TB12EXP-STR-CHR-303 SHEET 1/1 REV. NO. 00
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