Gate And Guard Room DWG Plan for AutoCAD

Typical Gate and Guard Room Details/Plan in UAE

Drawing labels, details, and other text information extracted from the CAD file:

roof floor plan, first floor plan, ground floor plan, aaa, f.f.l, bottom mesh, top mesh, c.l, typical slab thickening, block wall, p.c.c, well compacted filling, stirrups, bot.steel, slab, top.steel, typical parapets section, d.b, closed rings, water proofing layer, typical detail of external tie beam, water proofing, as specified, bot. steel, stirrups, top steel, dowels in pile with, intersection of tied beam, typical detail of internal tie beam, top steel, as schedule, nots, extra bar at support must be maximum value between two the left side and the right side, extra bottom, max between two side, stri., typical -section of beam, extra top, water proofing as specified, side bars, long way, bottom short way, typical internal strip foundation detail, holl block, as plan, jidar consult., sheet no., scale, date, designer, checked, location, owner, structure, drawing title, reference no., dwf no., engr:musaddek, imran., project no., reiv., disc., consult:, jidar, engineering consult., inheritance rashid. h. umer, al-mansoori, section, structural, bot.steel, top.steel, ibl, retaining wall detail, arch, eng:musaddek, shaikha khalfan hassan, saeed obaid rashid al-maheeri, sec: a-a, sec: b-b, sec: c-c, side elevation, section a-a, section b-b, ele, guard room, elec room, bath, roof, plaster cover thickly, iron gate, epoxy paint, decorative unit, plaster grove, top roof plan

Raw text data extracted from CAD file:

1:100 A-100 ROOF FLOOR PLAN FIRST FLOOR PLAN GROUND FLOOR PLAN N 1 101 AAA TH cm 123456 F.F.L BOTTOM MESH TOP MESH 12 T @ 20 14 T @ 20 C.L ± 9.999999999999432 30.00000000000114 59.99999999999943 15.00000000000057 5 14.99999999999773 T12@20 TYPICAL SLAB THICKENING C.L T10@20 SCALE 1/20 BLOCK WALL 3T12 BELOW 10cm WALL 5.0 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge 5 15.00000000000059 5 \A1;10 \A1;30 \A1;60 \A1;15 \A1;12 \A1;15 \A1;12 \A1;15 \A1;27 \A1;5 20 T12 T12/20 Stirrups Bot.Steel T8 /25 T12 /30 T12 /20 slab DB T8 /20 5 19.99999999991643 5 20.00000045348145 5 5 5 5 slab DB 20 2T10 T12/20 Stirrups Bot.Steel Top.Steel T8 /25 T12 /30 T12/20 5 19.99999999991643 5 20.00000045348145 5 5 5 5 2T10 5 slab DB T8 /30 20 T8 /20 T12/20 Stirrups Bot.Steel Top.Steel T8 /30 T12 /30 T12 /20 29.99990024551157 14.99752738900135 5 40.00000023479254 slab 20 20 10 D3=160 cm slab 20 20 10 120 cm D2=110 cm slab 10 4 5 10 4 5 30 15 10 40 R25 R25 Stirrups Bot.Steel d8 /30 T12 5 DB1 5 5 5 Stirrups Bot.Steel T8 /20 T12 5 DB1 5 5 5 T12 /15 T12 /15 T12 /20 T12 /20 5 400 5 5 106 SCALE :1/20 TYPICAL PARAPETS SECTION D.B 3T12 T12@20 5 5 5 3T12 B* T10@20 T8@20 5 D1=60 12 D1=115 D2=130 5 \A1;7 \A1;20 \A1;40 \A1;25 \A1;D1=60 \A1;12 \A1;D1=115 \A1;D2=130 \A1;25 5 19.99999999997672 5 59.99999999897555 5 5 5 20.00000000004657 5 5 5 5 5 5 ENTRAINS DETAIL D-5 SCALE 1/20 5 3T12 2T12 2T8 3T12 3T12 T8 @ 20 T8 @ 20 30.00000000006985 \A1;5 \A1;20 \A1;5 \A1;60 \A1;20 \A1;5 \A1;5 \A1;20 \A1;80 \A1;R10 \A1;R10 \A1;20 \A1;30 \A1;40 \A1;30 \A1;30 PC1 SCALE 1/20 PC1 DETAIL 6d16/m bott. both ways 6d12/m top both ways 1 1 100.0 50.0 50.0 100.0 50.0 50.00000000000001 5 90 SECTION 1-1 IN PC1 SCALE 1/20 \U+220512@25cm c/c 6d12/m 50.0 90.0 10.0 \U+220512@25cm c/c CLOSED RINGS 20.00000000007276 5 CLOSED RINGS WATER PROOFING LAYER P.C.C 5cm SCREED 6d16/m C.L +1.10 5 5 5 H C.L -0.25 F.F.L +0.00 TYPICAL DETAIL OF EXTERNAL TIE BEAM SCALE 1/20 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge WATER PROOFING AS SPECIFIED PW BOT. STEEL STIRRUPS T12@25 TOP STEEL STIRRUPS 2T16@10 DOWELS IN PILE WITH INTERSECTION OF TIED BEAM T10@20 2T10 5 5 C.L +1.10 5 5 5 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge PW TOP STEEL T12@20 2T10 5 T12@20 80 TYPICAL DETAIL OF EXTERNAL TIE BEAM & GROUND SLAB TB 5 5 5 D C.L -0.25 TYPICAL DETAIL OF INTERNAL TIE BEAM SCALE 1/20 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge WATER PROOFING AS SPECIFIED TB BOT. STEEL STIRRUPS T12@25 STIRRUPS 2T16@10 DOWELS IN PILE WITH INTERSECTION OF TIED BEAM C.L +1.10 T12@20 Top steel T12@20 5 2T110 AS SCHEDULE \A1;100 \A1;50 \A1;50 \A1;100 \A1;50 \A1;50 \A1;\U+220550 \A1;50 \A1;90 \A1;10 \A1;20 \A1;100 NOTS EXTRA BAR AT SUPPORT MUST BE MAXIMUM VALUE BETWEEN TWO THE LEFT SIDE AND THE RIGHT SIDE L/5 L/5 L/7 EXTRA BOTTOM L/3 L/3 L L/3 L/3 MAX BETWEEN TWO SIDE STRI. L/3 L/3 L/5 L/5 L L/3 L/3 L/3 STRI. L/3 TYPICAL -SECTION OF BEAM EXTRA TOP P.C.C Well Compacted Filling WATER PROOFING AS SPECIFIED STIRRUPS SIDE BARS T10@15 BOT. STEEL 5 5 20 LONG WAY 5 T12@20 BOTTOM SHORT WAY 25 FB TYPICAL INTERNAL STRIP FOUNDATION DETAIL Polythene sheet 1000 Gauge TOP STEEL HOLL BLOCK H 5 as plan as plan \A1;10 \A1;10 \A1;20 \A1;10 \A1;25 \A1;H \A1;20 \A1;as plan \A1;as plan 20 T8 /20 T12/20 Bot.Steel T8 /20 T12 /30 T12 /20 slab B4 5 5 5 5 5 T12 /30 5 slab 60 30 45 80 55 15 \A1;15 \A1;5 \A1;25 \A1;H \A1;15 \A1;15 \A1;5 \A1;25 \A1;15 \A1;80 \A1;65 Jidar Consult. SHEET NO. SCALE DATE DESIGNER CHECKED LOCATION OWNER STRUCTURE DRAWING TITLE REFERENCE NO. DWF NO. Engr:MUSADDEK IMRAN. PROJECT NO. REIV. DISC. DATE 0000/00/0000 ABU DHABI TEL: 6419014 FAX: 6419015 CONSULT: JIDAR ENGINEERING CONSULT. 05-2010 Z-25 P.200 INHERITANCE RASHID. H. UMER AL-MANSOORI T12 @20 T10 @20 T10 @20 T12 /20 T8 /20 5 6 Stair 5 T12 /20 Stirrups Bot.Steel Top.Steel P.C.C Well Compacted Filling Polythene sheet 1000 Gauge 5 5 5 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge 5 5 5 5 GB 5 C.L -0.30 Section SCALE 1/25 Z S-0 5 5 10 30 30 6 Stair 5 15 5 15 10 25 10 25 4 23 10 23 10 20 400 20 25 4 15 106 Jidar Consult. SHEET NO. SCALE DATE DESIGNER CHECKED LOCATION OWNER STRUCTURAL DRAWING TITLE REFERENCE NO. DWF NO. Engr:MUSADDEK IMRAN. PROJECT NO. REIV. DISC. DATE 0000/00/0000 ABU DHABI TEL: 6419014 FAX: 6419015 CONSULT: JIDAR ENGINEERING CONSULT. 05-2010 Z-25 P.200 INHERITANCE RASHID. H. UMER AL-MANSOORI T16 @15 T12 @15 T10 @20 T16 @15 T12 @20 T12 /20 T12 @20 T12 @20 T8 /20 30 11 Stair 5 T12 /20 P.C.C Well Compacted Filling Polythene sheet 1000 Gauge 10 20 10 Stirrups Section SCALE 1/25 X S-2 DBL1 GB1 T8 /step 5 17 5 20 Stirrups BOT.STEEL TOP.STEEL 2 T20 /30 T16 @15 T16 @15 T12 @15 T12 @15 T10 @20 T16 @15 T16 @20 T16 @20 T10 @20 T10 @20 T12@15 T8 /20 30 Stirrups BOT.STEEL TOP.STEEL 2 T12/30 10 Step 5 20 Section SCALE 1/25 Z S-2 IBL T8 /step 5 17 P.C.C Well Compacted Filling WATER PROOFING AS SPECIFIED P.C.C Well Compacted Filling Polythene sheet 1000 Gauge BOT. STEEL 5 20 5 5 15 5 5 RETAINING WALL DETAIL Polythene sheet 1000 Gauge 5 120 5T12/m 60 60 SCALE 1/20 5T10/m RW 2T20 EXP:JOINT 2cm 5T12/m 5T12/m TOP STEEL 2T20 30 10 Step 5 20 5 17 30 11 Stair 5 10 20 10 5 17 8000 20 \A1;15 \A1;5 \A1;25 \A1;D \A1;65 \A1;10 \A1;20 \A1;10 \A1;10 \A1;15 \A1;5 \A1;30 \A1;25 \A1;120 \A1;60 \A1;60 B C D E F 1 2 3 4 6 7 5 5 5 5 5 5 5 5 5 5 A 5 5 \A1;360 \A1;100 \A1;260 \A1;480 \A1;240 \A1;140 \A1;420 \A1;200 \A1;420 \A1;60 \A1;60 \A1;360 \A1;100 \A1;260 \A1;480 \A1;240 \A1;140 \A1;420 \A1;200 \A1;420 \A1;60 \A1;60 B C D E F 1 2 3 4 6 7 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 54622.74076386613 A 54622.74076386613 5 +15 ±0.00 1 AR-00 1 AR-00 1 AR-00 1 AR-00 ±0.00 A AB1234 00 00 Jidar Consult. TEL: 6419014 FAX: 6419015 CONSULT: JIDAR ENGINEERING CONSULT. P.O Box 33258 ABU DHABI U.A.E e – mail :jidar@eim.ae \A1;5 \A1;20 \A1;5 \A1;60 \A1;20 \A1;5 \A1;5 \A1;20 \A1;80 \A1;R10 \A1;R10 \A1;20 \A1;30 \A1;40 \A1;5 \A1;20 \A1;5 \A1;60 \A1;30 \A1;260 \A1;400 \A1;20 \A1;84 \A1;360 \A1;250 \A1;40 \A1;360 \A1;40 \A1;40 \A1;270 \A1;10 \A1;230 \A1;10 \A1;250 \A1;40 \A1;20 \A1;20 \A1;270 \A1;10 \A1;260 \A1;30 \A1;260 \A1;400 \A1;300 \A1;260 \A1;40 \A1;400 \A1;40 \A1;40 \A1;200 \A1;40 \A1;30 \A1;20 \A1;20 \A1;20 \A1;320 \A1;10 \A1;150 \A1;20 \A1;20 \A1;250 \A1;20 \A1;20 \A1;320 \A1;10 \A1;150 \A1;20 \A1;20 \A1;250 \A1;20 \A1;20 \A1;20 \A1;250 \A1;365 \A1;20 \A1;35 \A1;350 \A1;30 \A1;40 \A1;220 \A1;145 \A1;30 \A1;350 \A1;30 \A1;500 \A1;270 \A1;500 \A1;1290 \A1;270 \A1;290 \A1;45 \A1;1250 \A1;45 \A1;45 \A1;250 \A1;45 \A1;500 \A1;270 \A1;500 \A1;1290 \A1;270 \A1;290 \A1;500 \A1;270 \A1;500 \A1;1290 \A1;270 \A1;290 \A1;500 \A1;270 \A1;500 \A1;1290 \A1;270 \A1;290 \A1;500 \A1;270 \A1;500 \A1;1290 \A1;270 \A1;290 \A1;30 \A1;350 \A1;30 \A1;30 \A1;350 \A1;30 \A1;30 \A1;350 \A1;30 \A1;100 SHEET NO. SCALE DATE DESIGNER CHECKED LOCATION OWNER ARCH DRAWING TITLE REFERENCE NO. DWF NO. 05-2008 ENG:MUSADDEK IMRAN. PROJECT NO. REIV. DISC. DATE SW-1 P. 76-B 0000/00/0000 ABU DHABI TEL: 6419014 FAX: 6419015 CONSULT: JIDAR ENGINEERING CONSULT. SHAIKHA KHALFAN HASSAN SAEED OBAID RASHID AL-MAHEERI Jidar Consult. A-01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEC: A-A SCALE 1/50 5 DETAIL A-01 SCALE 1/20 5 5 5 5 5 5 B B C C SEC: B-B SCALE 1/50 5 SEC: C-C SCALE 1/50 SIDE ELEVATION 5 5 5 5 5 5 5 5 5 5 +280 +300 5 A A 5 5 5 5 B B 5 5 5 5 5 5 5 5 5 +400 +00 +00 +00 +400 +300 +280 5 5 5 5 5 5 5 5 5 +30 5 5 5 5 5 5 5 5 5 5 ELEVATION – 1 ELEVATION – 2 ELEVATION – 3 ELEVATION – 4 SECTION A-A 5 5 5 SECTION B-B 5 5 5 A A B B 5 5 +30 F.F.L. +00 5 5 5 +15 +30 F.F.L. +410 F.F.L. A 1 B C D 2 5 5 5 5 5 5 5 5 5 5 5 5 A A B B A 1 B C D 2 5 5 5 5 5 5 1 ELE 4 ELE 2 ELE 3 ELE A B C D 5 5 5 5 1 2 5 5 A B C D 5 5 5 5 1 2 5 5 A B C D 5 5 5 5 1 2 5 5 N GUARD ROOM GUARD ROOM ELEC ROOM +30 +30 BATH BATH ROOF +410 +410 F.F.L. +30 F.F.L. +00 5 5 5 +15 +410 F.F.L. +30 F.F.L. +00 5 5 5 +15 +410 F.F.L. +30 F.F.L. +00 5 5 5 +15 +410 F.F.L. +15 +00 +450 +450 +450 +450 +450 +450 Plaster cover thickly 1 4 3 2 IRON GATE 1 EPOXY PAINT DECORATIVE UNIT 4 PLASTER GROVE 3 1 2 AREA 37.00m 2 GROUND FLOOR PLAN TOP ROOF PLAN 5