Duplex DWG Plan for AutoCAD

Duplex DWG Plan for AutoCAD

Floor Plans; Elevation and Section of A Duplex House in Jeddah

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

king abdullah, economic city, designers, engineers and, construction managers,, checked by, project manager, date, drawn by, interior designer :, project title :, sheet title :, scale, design by, sheet no., consultants :, owner :, client :, project manager :, rev no., description, drawing classification, project no., red, yellow, cyan, green, blue, mag., white, all others, insignia design consulting, project nbr., discipline, project phase, dwg part, checked, date, scale, drawn, sector, building, rev, revision, sequence number, sheet type, approved, revisions, sheet information, sheet title, sub block, sheet nbr., lebanon. aukar., dwg-no., sheet-no., legend:, t.o.s.s., top of structural slab, t.o.b., top of beam, water tank, access, door, first floor framing plan, roof framing plan, grade beam typical section, stirrups, bituminous paint, approved compacted soil, joint filler, bottom reinforcement, top reinforcement, masonry wall, column strip, column, drawing title, drawing, structural, nts, notes:, for tender, a.v.s, individual drawings list, n.t.s., cross sec., depth, reinforcement, bottom, bars, extra bottom, top, extra top, cgb, width, stirrups, remarks, schedule of grade beams, individual drawings list, first floor framing plan, roof framing plan, drawing list, foundation layout plan, footing typical section, r.c. column, column vertical reinforcement, dowels to match, approved compacted soil, reinforcement bars, refer schedule, r.c. grade beam, r.c. footing, bituminous paint, water tank details, construction joint, access door, water proofing membrane with protection board, water proofing membrane, with protection board, footing level, with tank, approved water, proofing coating, with protection board, fence foundation details, type, direction, short, long, schedule of footings., plain, concrete, at door opening beam, will be at lintel level, at top, typical section of columns, schedule of columns, ground floor, rft’s, first floor, —-, at landing, as shown, dome sectoin, block wall, parapet details, parapat wall, stair case detail, parapet beam, parapet wall, schedule of beams, entrance, varies, kitchen, xxx, f.f.l., driver’s, electrical, dining, living, lobby, hall, stair, entry, maids rm., salon, service, garage, underground, canopy, plant box, garbage area, closet, dn., terrace, bedroom, hallway, family living, master, dressing area, balcony, linen, grc scupper drain, sho., ground floor plan, first floor plan, roof deck, roof floor plan, parapet, r.flr.lvl, f.flr.lvl., g.flr.lvl., bed room, baluster design, as per id drawings, garbage, area, hall lobby

Raw text data extracted from CAD file:

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Box 132250, Jeddah 21382, Saudi Arabia V3 MIDDLE EAST CONSULTANTS Designers, Engineers and Construction Managers, E-mail: Info@v3international.com CHECKED BY PROJECT MANAGER DATE DRAWN BY INTERIOR DESIGNER : PROJECT TITLE : SHEET TITLE : SCALE DESIGN BY SHEET NO. CONSULTANTS : OWNER : CLIENT : PROJECT MANAGER : COMMUNITY TOWN HOUSE 4 (TH4) REV NO. DESCRIPTION DATE R E V I S I O N S / S U B M I T T A L S A1-PS AR ST ME PL EL DRAWING CLASSIFICATION PROJECT NO. - - - - - - - - - - - - - - - - - - RED YELLOW CYAN GREEN 0.30 0.25 0.20 0.10 BLUE 0.50 MAG. 0.35 WHITE 0.40 COLOR 30 0.15 COLOR 40 0.80 COLOR 130 0.20 COLOR 220 0.60 ALL OTHERS 0.20 INSIGNIA DESIGN CONSULTING EMAAR\fArial|b1|i0|c0|p42;, \fDavid Transparent|b1|i0|c177|p2;THE ECONOMIC CITY\fArial|b1|i0|c0|p42; \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 21482, P.O.Box 8299 Kingdom of Saudi Arabia Tel: +966 (2) 6999 555 Fax: +966 (2) 6999 988 www.emaar.com Turner Arabia \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 24643, P.O.Box 24643 Kingdom of Saudi Arabia Tel: +966 (2) 6980 045 Fax: +966 (2) 6980 079 www.turnerconstruction.com Project Nbr. Discipline Project Phase Dwg part Checked Date Scale Drawn Sector Building DATE DESCRIPTION REV Revision Sequence Number Sheet Type Discipline Approved Revisions Sheet Information - - - - - - - - - - - Sheet Title - - - - - - - Sub Block - Sheet nbr. - - - - - - 5 4 3 7 6 A B C C 2 1 B A P.O.BOX.: 70344 Antelias LEBANON. AUKAR. E Tel.: [961-04]524124. Fax.:[961-04]524224 http://www.erga.com E-mail: erga@erga.com FRANCE. 35 Place des saisons-92400 Courbevoie D 7 6 5 4 3 2 1 E D \fComic Sans MS|b0|i0|c0|p66;OVERSEAS \fComic Sans MS|b0|i0|c0|p66;OVERSEAS DWG-NO. SHEET-NO. SCALE SCALE M I D D L E E A S T Tel. 966 2 650 1930 - Fax 966 2 652 6386 P.O. Box 132250, Jeddah 21382, Saudi Arabia V3 MIDDLE EAST CONSULTANTS Designers, Engineers and Construction Managers, E-mail: Info@v3international.com \A1;200 \A1;100 \A1;100 \A1;100 \A1;W+200 \A1;100 \A1;150 \A1;W \A1;2000 \A1;200 \A1;1000 \A1;1000 \A1;2000 \A1;200 \A1;1000 \A1;1000 CHECKED BY PROJECT MANAGER DATE DRAWN BY PROJECT TITLE : SHEET TITLE : SCALE DESIGN BY SHEET NO. COMMUNITY TOWN HOUSE 4 (TH4) REV NO. DESCRIPTION DATE A1-PS AR ST ME PL EL DRAWING CLASSIFICATION PROJECT NO. - - - - - - - - - - - - - - - - - - RED YELLOW CYAN GREEN 0.45 0.10 0.25 0.15 BLUE 0.35 MAG. 0.6 WHITE 0.25 COLOR 8 0.09 COLOR 9 0.09 ALL OTHERS 0.20 INTERIOR DESIGNER : CONSULTANTS : OWNER : CLIENT : INSIGNIA DESIGN CONSULTING EMAAR\fArial|b1|i0|c0|p42;, \fDavid Transparent|b1|i0|c177|p2;THE ECONOMIC CITY\fArial|b1|i0|c0|p42; \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 21482, P.O.Box 8299 Kingdom of Saudi Arabia Tel: +966 (2) 6999 555 Fax: +966 (2) 6999 988 www.emaar.com Turner Arabia \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 24643, P.O.Box 24643 Kingdom of Saudi Arabia \fArial|b0|i0|c161|p34;\H0.92x;Tel: +966 (2) 6980 045 Fax: +966 (2) 6980 079 www.turnerconstruction.com PROJECT MANAGER : R E V I S I O N S / S U B M I T T A L S LEGEND: T.O.S.S. Top of Structural Slab T.O.B. Top Of Beam WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 DWG-NO. SHEET-NO. 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COMMUNITY TOWN HOUSE 4 (TH4) REV NO. DESCRIPTION DATE AR ST ME PL EL DRAWING CLASSIFICATION PROJECT NO. - - - - - - - - - - - - - - - - - - RED YELLOW CYAN GREEN 0.45 0.10 0.25 0.15 BLUE 0.35 MAG. 0.6 WHITE 0.25 COLOR 8 0.09 COLOR 9 0.09 ALL OTHERS 0.20 INTERIOR DESIGNER : CONSULTANTS : OWNER : CLIENT : INSIGNIA DESIGN CONSULTING EMAAR\fArial|b1|i0|c0|p42;, \fDavid Transparent|b1|i0|c177|p2;THE ECONOMIC CITY\fArial|b1|i0|c0|p42; \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 21482, P.O.Box 8299 Kingdom of Saudi Arabia Tel: +966 (2) 6999 555 Fax: +966 (2) 6999 988 www.emaar.com Turner Arabia \fArial|b0|i0|c0|p42;\H0.8336x;Jeddah 24643, P.O.Box 24643 Kingdom of Saudi Arabia \fArial|b0|i0|c161|p34;\H0.92x;Tel: +966 (2) 6980 045 Fax: +966 (2) 6980 079 www.turnerconstruction.com PROJECT MANAGER : R E V I S I O N S / S U B M I T T A L S KING ABDULLAH ECONOMIC CITY M I D D L E E A S T Tel. 966 2 650 1930 - Fax 966 2 652 6386 P.O. Box 132250, Jeddah 21382, Saudi Arabia V3 MIDDLE EAST CONSULTANTS Designers, Engineers and Construction Managers, E-mail: Info@v3international.com \A1;600 \A1;1340 \A1;185 \A1;800 \A1;155 \A1;332 \A1;3181 \A1;152 \A1;332 \A1;200 \A1;400 \A1;46 \A1;230 \A1;28 \A1;96 \A1;140 \A1;40 \A1;46 \A1;230 \A1;28 \A1;96 \A1;140 \A1;40 \A1;800 \A1;400 \A1;150 \A1;500 \A1;R235 \A1;500 \A1;R235 \A1;2375 \A1;1300 \A1;2000 \A1;1925 \A1;2855 \A1;1630 \A1;2375 \A1;1300 \A1;2125 \A1;200 \A1;22200 \A1;4450 \A1;4200 \A1;3000 \A1;2500 \A1;2550 \A1;4500 \A1;1000 \A1;1925 \A1;7600 \A1;1800 \A1;7600 \A1;1025 \A1;1100 \A1;1300 \A1;2375 \A1;2375 \A1;1300 \A1;1100 \A1;900 \A1;1925 \A1;7600 \A1;2375 \A1;1300 \A1;1100 \A1;900 \A1;1925 \A1;7600 \A1;2375 \A1;1300 \A1;1100 \A1;900 \A1;22850 \A1;650 \A1;150 \A1;150 \A1;1925 \A1;7600 \A1;1800 \A1;7600 \A1;1025 \A1;1100 \A1;1300 \A1;2375 \A1;2375 \A1;1300 \A1;1100 \A1;900 \A1;1925 \A1;7600 \A1;2375 \A1;1300 \A1;1100 \A1;900 \A1;1925 \A1;7600 \A1;2375 \A1;1300 \A1;1100 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8S-203 SCALE FIRST FLOOR FRAMING PLAN A 8S-204 SCALE ROOF FRAMING PLAN A 8S-205 SCALE GRADE BEAM TYPICAL SECTION 1 8S-203 SCALE THICKEND SLAB (TS) TYPICAL DETAIL 2 8S-203 SCALE 200 Stirrups Bituminous paint 100 Approved compacted soil + Joint Filler Sealant 10 10 mm. Bottom Reinforcement Approved compacted soil 18mm. Wide Expansion Joint 100 Top Reinforcement +0.35 T.O.S.S. (Verify at Site) 100 R.C. Grade Slab 100mm. Thick d10mm.@200c/c (eachway) 200 Micron Polyethylene Vapor Barrier 200 Micron Polyethylene Vapor Barrier 50mm Thick Plain Concrete Masonry Wall W+200 100 150 1 2 W Approved compacted soil R.C. Grade Slab 100mm. Thick d10mm.@200c/c (eachway) 200 Micron Polyethylene Vapor Barrier +0.35 T.O.S.S. (Verify at Site) 7d10mm. d10mm.@200c/c COLUMN STRIP 1 8S-204 SCALE Extra Top Bars @ Column Strip 2000 Top & Bottom Bothways (TYPICAL) d12mm. @150mm. C/C d16mm. @150mm. C/C 200 1000 1000 Column COLUMN STRIP 1 9S-205 SCALE d12mm. @150mm. C/C Top & Bottom Bothways (TYPICAL) 2000 200 1000 1000 Column Extra Top Bars @ Column Strip d16mm. @150mm. C/C LEGEND: St-000 (8-Cluster) No DRAWING TITLE SCALE DRAWING 1 STRUCTURAL 8S-000 8S-201 2 8S-202 8S-203 8S-204 8S-205 8S-206 3 4 5 6 7 NTS 1:100 1:25 1:100 1:100 1:100 1:100 1:100 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: LEGEND: T.O.S.S. Top of Structural Slab T.O.B. Top Of Beam LEGEND: T.O.S.S. Top of Structural Slab T.O.B. Top Of Beam +3.85 T.O.S.S. +7.35 T.O.S.S. FOR TENDER FOR TENDER FOR TENDER FOR TENDER FOR TENDER - - - X - (8-CLUSTER) COLUMNS & AXES LAYOUT PLAN 8S-201 1:100 A.V.S - - - Dec 29, 2007 - - - - X - (8-CLUSTER) FIRST FLOOR FRAMING PLAN 8S-204 1:100 A.V.S - - - Dec 29, 2007 - - - - X - (8-CLUSTER) SLAB ON GRADE & GRADE BEAMS LAYOUT PLAN 8S-203 1:100 A.V.S - - - Dec 29, 2007 - - - - X - (8-CLUSTER) ROOF FRAMING PLAN 8S-205 1:100 A.V.S - - - Dec 29, 2007 - - - - X - (8-CLUSTER) INDIVIDUAL DRAWINGS LIST 8S-000 N.T.S. A.V.S - - - DEC 29, 2007 - 600 GB3 CROSS SEC. 200 300 / 350 600 GB2 (MM) DEPTH REINFORCEMENT BOTTOM BARS EXTRA BOTTOM BARS TOP BARS EXTRA TOP -- 300 600 600 CGB -- 4d16mm. 4d16mm. 3d16mm. 200 GB1 WIDTH BARS STIRRUPS REMARKS 2d16mm. 3d16mm. -- -- 2d14mm. -- -- -- -- 4d16mm. 350 600 GB4 4d16mm. 4d16mm. -- -- 4d16mm. d8mm.@150mm. C/C d8mm.@150mm. C/C d8mm.@150mm. C/C d8mm.@150mm. C/C d8mm.@150mm. C/C 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 600 200 -- GB 2d16mm. 2d14mm. -- d8mm.@150mm. C/C 2-LEGGED STIRRUPS SCHEDULE OF GRADE BEAMS Individual Drawings List Columns & Axes Layout Plan Foundation Layout Plan & Section Slab on Grade & Grade Beams Layout Plan First Floor Framing Plan Roof Framing Plan STRUCTURAL COMMUNITY TONE HOUSE - 4 (TH4) DRAWING LIST (8-CLUSTER) FOUNDATION LAYOUT PLAN A 8S-202 SCALE St-202 (8-Cluster) 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: FOOTING TYPICAL SECTION 3 8S-202 SCALE <> 5 ± 0.00 Natural Ground Line T.O.S.S. 50mm Thick Plain Concrete 95% Compacted Engg. Fill Soil Bearing Capacity 1.50 Kg/cm² R.C. Column Column Vertical Reinforcement Dowels To Match Approved Compacted Soil 200 Micron Polyethylene Vapor Barrier R.C. Grade Slab 100mm. Thick d10mm.@200c/c (eachway) Reinforcement Bars Refer Schedule +0.35 200 Micron Polyethylene Vapor Barrier R.C. Grade Beam R.C. Footing Bituminous Paint (Minimum) FOR TENDER T.O.S.S. -0.10 5 5 5 5 5 WATER TANK DETAILS 1 8S-202 SCALE 50mm Thick Plain Concrete 95% Compacted Engg. Fill Soil Bearing Capacity 1.50 Kg/cm² (verify At Site) 200 Micron Polyethylene Vapor Barrier C2 F3 d12@150 d16@150 d14@150 d12@150 Construction Joint 230mm. P.V.C. Water Stop Access door 600x600mm. 4mm.+4mm. Thick Water Proofing Membrane with Protection Board 4mm.+4mm. Thick Water Proofing Membrane with Protection Board 5 5 4mm.+4mm. Thick Water Proofing Membrane with Protection Board 4mm.+4mm. Thick Water Proofing Membrane d14@150 Top&Bottom Footing level with tank Approved Water Proofing Coating Approved Water Proofing Coating Approved Water Proofing Coating With Protection Board - - - X - (8-CLUSTER) FOUNDATION LAYOUT PLAN & SECTION 8S-202 1:100 A.V.S - - - Dec 29, 2007 - F C (Verify At Site) <> 5 ± 0.00 Natural Ground Line Reinforcement Bars Refer Schedule R.C. Footing Bituminous Paint <> <> <> <> \A1;2200 FENCE FOUNDATION DETAILS 2 8S-202 SCALE 50mm Thick Plain Concrete 95% Compacted Engg. Fill Soil Bearing Capacity 1.50 Kg/cm² (verify At Site) 200 Micron Polyethylene Vapor Barrier CMU Wall 200mm. Thick TYPE F1 REMARKS REINFORCEMENT DIRECTION SHORT DIRECTION LONG F2 F3 F4 FM1 TOP & BOTTOM TYPE F1 SCHEDULE OF FOOTINGS. REMARKS REINFORCEMENT DIRECTION SHORT DIRECTION LONG F2 F3 F4 1600X1500X400 2000X1800X400 2300X2200X400 2500X2400X400 3000X2000X400 1800X1700X50 2200X2000X50 2500X2400X50 2700X2600X50 3200X2200X50 BOTTOM BOTTOM BOTTOM BOTTOM (MMS.) PLAIN (MMS.) CONCRETE CONCRETE d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d16@150C/C d14@150C/C 8000X800X300 BOTTOM F 1000X1000X50 d14@150C/C B 200x200 <> At Door Opening Beam Will Be At Lintel Level <> <> <> 5 <> 5 3d16 +7.35 T.O.S.S. +7.35 T.O.S.S. B2 B2 B2 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B2 B2 B2 +7.35 T.O.S.S. +3.85 T.O.S.S. +3.85 T.O.S.S. +3.85 T.O.S.S. B2 B2 B2 B1 B1 B1 B1 B2 B2 B2 B2 +7.35 T.O.S.S. T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) T=200 d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top 3d16 3d16 +7.35 T.O.S.S. +7.35 T.O.S.S. B2 B2 B2 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B2 B2 B2 +7.35 T.O.S.S. +3.85 T.O.S.S. +3.85 T.O.S.S. B2 B2 B2 B1 B1 B1 B1 B2 B2 B2 B2 +7.35 T.O.S.S. T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) +7.35 T.O.S.S. B4 B4 B4 B4 B4 B2 B2 +7.35 T.O.S.S. B1 B1 B2 T=200 d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) +7.35 T.O.S.S. B4 B4 B4 B4 B4 B4 B2 B2 +7.35 T.O.S.S. +3.85 T.O.S.S. B2 B1 B1 B2 B2 T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d12mm. @200C/C +7.35 T.O.S.S. B2 B2 +7.35 T.O.S.S. B1 B1 T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top B4 B4 B4 B2 @200C/C +7.35 T.O.S.S. B4 B4 B2 B2 +7.35 T.O.S.S. +3.85 T.O.S.S. B2 B1 B1 T=200 d12mm. @200C/C @200C/C T=150 d12mm. 1000 1000 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) +3.85 T.O.S.S. B2 d16mm.@150mmC/C d16mm.@150mmC/C B4 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 C2 C2 C3 B2 +3.85 T.O.S.S. +3.85 T.O.S.S. CB1 CB1 CB1 CB1 CB1 CB1 +3.85 T.O.S.S. CB1 5 C2 C2 C3 C4 C3 C2 C1 C3 C1 C3 C2 C3 C3 C1 C1 C3 C1 C1 C3 C3 C3 C2 C2 C3 C2 C2 C2 TS TS TS TS TS TS TS TS TS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TS TS TS X X X X X TS TS TS TS TS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB4 GB4 GB4 GB4 GB4 GB3 GB2 GB2 GB2 GB2 GB2 GB3 GB3 GB3 GB3 5 5 GB2 GB2 GB2 GB2 GB2 GB2 GB2 GB2 CGB GB3 GB3 GB3 GB4 GB3 GB3 GB3 GB4 GB2 GB2 GB4 GB2 GB2 GB1 GB1 GB4 205 TS GB2 GB4 TS X X X X X GB1 GB1 GB4 GB3 18mm. Wide Expansion With joint filler & Sealant (TYPICAL) +0.35 T.O.S.S. +0.35 T.O.S.S. TS TS GB1 C2 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 C GB GB GB /// /// GB4 CGB CGB 5 C4 C2 C3 C1 C3 C3 C1 C1 C3 C3 C2 C2 TS TS TS 5 5 5 5 5 5 TS TS TS TS TS 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB2 GB2 GB3 GB3 GB2 GB2 GB2 GB2 GB3 GB3 GB4 GB4 GB2 GB4 GB2 GB4 205 TS GB2 GB4 X X X X X GB1 GB4 GB3 +0.35 T.O.S.S. TS GB1 GB4 C2 C3 C3 C1 C3 C3 C3 C3 C1 C1 C3 C3 C3 C3 C2 C2 TS TS TS 5 5 5 5 5 5 TS TS TS TS TS 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB4 GB4 GB4 GB4 GB4 GB3 GB2 GB2 GB3 GB3 GB2 GB2 GB2 GB2 GB3 GB4 GB3 GB3 GB2 GB2 GB4 205 TS GB2 GB4 X X X X X GB1 GB4 GB3 +0.35 T.O.S.S. TS GB1 C GB GB4 C2 C1 C1 C1 C2 C2 TS TS TS 5 5 5 5 5 5 TS TS TS TS TS 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB2 GB2 GB3 GB3 GB2 GB2 GB2 GB2 GB3 GB3 GB3 GB2 GB2 205 TS GB2 X X X X X GB1 GB3 +0.35 T.O.S.S. TS GB1 GB4 C4 C2 C1 C3 C3 C1 C1 C3 C3 C2 C2 TS TS TS 5 5 5 5 5 5 TS TS TS TS TS 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB4 GB4 GB4 GB4 GB4 GB3 GB2 GB2 GB3 GB3 GB2 GB2 GB2 GB2 GB3 GB3 GB3 GB2 GB2 205 TS GB2 X X X X X GB1 GB3 +0.35 T.O.S.S. TS GB1 C GB GB4 GB4 C2 C2 C3 C4 C2 C1 C3 C1 C2 C3 C1 C1 C3 C1 C1 C3 C2 C2 C3 C2 C2 C3 TS TS TS TS TS TS TS TS TS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TS TS TS X X X X X TS TS TS TS TS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) 100mm. Thick Slab on Grade d10mm.@200mm. c/c Eachway (TYPICAL) GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB2 GB2 GB2 GB2 GB2 GB3 GB3 GB3 GB3 5 5 GB2 GB2 GB2 GB2 GB2 GB2 GB2 GB2 CGB GB3 GB3 GB3 GB4 GB3 GB3 GB4 GB2 GB2 GB4 GB2 GB2 GB1 GB1 GB4 205 TS GB2 GB4 TS X X X X X GB1 GB1 GB4 GB3 18mm. Wide Expansion With joint filler & Sealant (TYPICAL) +0.35 T.O.S.S. +0.35 T.O.S.S. TS TS GB1 C2 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 CGB CGB 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. -0.10 T.O.S.S. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C C X X X CGB CGB CGB CGB CGB C3 C3 C3 C2 C2 GB3 GB3 GB3 GB4 C2 C2 C2 GB3 GB3 C2 GB3 C3 C2 C2 C3 C4 C3 C2 C2 C4 C2 C2 C2 C3 C2 C2 C2 C4 C2 C2 C2 C2 C3 C4 C2 C3 C3 C3 C3 C2 C2 C2 C2 C2 C2 C3 C2 C1 C3 C1 C3 C2 C3 C3 C1 C1 C3 C1 C1 C3 C3 C3 C2 C2 C3 C2 F1 F2 F2 F3 F3 F3 F4 F4 F3 F2 F3 F2 F1 F3 F4 F1 F2 5 5 F1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F3 5 F2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F2 5 5 5 5 5 5 5 5 F2 5 F3 5 5 5 5 5 5 5 5 5 5 F 5 5 5 5 5 F 5 5 5 5 5 5 F3 5 5 5 5 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 5 5 5 5 Footing level with tank /// /// C F 5 5 5 F 5 5 5 5 5 5 5 C2 C1 C3 C1 C2 C3 C1 C1 C3 C1 C1 C3 C2 C2 C3 C2 F1 F2 F1 F3 F3 F3 F4 F3 F2 F3 F1 F3 F1 F4 F1 F2 5 5 5 5 5 5 5 5 5 5 F1 5 5 5 5 5 5 5 5 5 5 F2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F2 5 5 5 5 5 5 5 5 F2 5 F3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F 5 5 5 5 F 5 5 5 5 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 5 5 5 5 Footing level with tank C F 5 5 5 5 5 C2 C1 C3 C1 C3 C2 C3 C3 C1 C1 C3 C1 C1 C3 C3 C3 C2 C2 C3 C2 F1 F2 F2 F3 F3 F3 F4 F4 F3 F2 F3 F2 F1 F3 F4 F1 F2 5 5 F1 5 5 5 5 5 5 5 5 F1 5 5 5 5 5 5 5 5 5 5 5 5 F3 5 F2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F2 5 5 5 5 5 5 5 5 F2 5 F3 5 5 5 5 5 5 5 5 5 5 F 5 5 5 5 5 F 5 5 5 5 5 5 5 5 F3 5 5 5 5 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 5 5 5 5 Footing level with tank C F 5 5 5 F 5 5 5 5 5 5 5 C1 C3 C1 C3 C1 C1 C3 C1 C1 C3 C2 C3 C2 F1 F2 F1 F3 F3 F3 F4 F3 F2 F3 F3 F4 F1 F2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F2 5 5 5 5 5 5 5 5 F2 5 F3 5 5 5 5 5 5 5 5 5 5 F 5 5 5 5 F 5 5 5 5 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 5 5 5 5 Footing level with tank F 5 5 5 5 5 F2 5 5 F2 5 5 5 5 F2 A B C D E F G H 5 5 5 5 5 5 5 5 11 10 6 5 5 1 2 3 5 5 4 5 7 8 9 5 5 5 5 5 5 5 5 12 16 5 5 15 14 13 5 5 5 5 21 20 5 5 17 18 19 5 5 5 5 5 5 5 5 31 32 36 5 5 41 40 39 5 5 38 37 35 34 33 5 5 5 5 5 5 5 5 30 26 5 5 27 28 29 5 5 5 5 22 5 5 25 24 23 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C3 F3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2 C2 C3 C4 C3 C2 C2 C4 C2 C2 C2 C3 C2 C2 C2 C4 C2 C2 C2 C2 C3 C4 C2 C3 C3 C3 C3 C2 C2 C2 C2 C2 C2 C3 5 5 5 5 5 5 5 5 5 5 F4 5 5 5 5 5 5 5 5 5 FM1 FM1 FM1 F2 5 5 5 5 F4 5 5 5 5 5 5 5 5 5 FM1 F2 5 5 5 5 F4 5 5 5 5 5 5 5 5 5 FM1 F4 5 5 5 5 C2 C1 C3 C1 C3 C2 C3 C3 C1 C1 C3 C1 C1 C3 C3 C3 C2 C2 C3 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 C C 5 5 5 5 5 5 5 5 5 C2 C1 C3 C1 C3 C2 C3 C3 C1 C1 C3 C1 C1 C3 C3 C3 C2 C2 C3 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 C C 5 5 5 5 5 5 5 5 5 C3 C1 C3 C3 C1 C1 C3 C3 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 C3 C1 C3 C3 C1 C1 C3 C3 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 C1 C3 C3 C1 C1 C3 C3 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 C C 5 5 5 5 5 5 5 5 5 C1 C1 C1 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C WATER TANK 2mX1.5mX2m ACCESS DOOR 600X600 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2 C2 C3 C4 C3 C2 C2 C4 C2 C2 C2 C3 C2 C2 C2 C4 C2 C2 C2 C2 C3 C4 C2 C3 C3 C3 C3 C2 C2 C2 C2 C2 C2 C3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Stair Case Details, Parapet & Dome Details TYPICAL SECTION OF COLUMNS 1 8S-201 SCALE 5 5 5 5 5 5 8d16mm d10mm.@150 c/c 8d16mm d10mm.@150 c/c 10d16mm d10mm.@150 c/c C2 C1 C3 5 5 4d16mm d10@150 c/c C d10@150 c/c 200X600 SCHEDULE OF COLUMNS TYPE 350X400 C1 C2 C3 GROUND FLOOR CROSS SEC. (MM) RFT'S CROSS SEC. (MM) RFT'S STIRRUPS FIRST FLOOR REMARKS 300X400 d10@150 c/c d10@150 c/c 200X600 350X400 300X400 8d16 8d16 10d16 8d16 8d16 10d16 d10@150 c/c ---- C 200X200 4d16 ---- d10@150 c/c 300X600 C4 10d16 10d16 300X600 5 5 10d16mm d10mm.@150 c/c C4 8d16/m 8d12/m 8d16/m 8d12/m 8d16/m 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 1000 1000 B2 B2 B2 B2 B2 B2 B2 B2 CB1 B2 B2 B3 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 T=200 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B1 B1 B3 B2 d12mm. @150 c/c Top & Bottom (Bothways) T=200 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. +3.85 T.O.S.S. 5 5 5 1000 1000 1000 1000 1000 1000 B4 AT LANDING Top & Bottom (Bothways) d16mm.@150 Extra at Top /// /// d16mm.@150mmC/C 8d16/m 8d12/m 8d16/m 8d12/m 8d16/m 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 1000 1000 B2 B2 B2 B2 B2 B2 B2 B2 CB1 B2 B2 B3 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B1 B1 B3 B2 B2 d12mm. @150 c/c Top & Bottom (Bothways) T=200 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. +3.85 T.O.S.S. 1000 1000 1000 1000 1000 1000 AT LANDING Top & Bottom (Bothways) d16mm.@150 Extra at Top 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 B2 B2 B2 B4 B4 B4 B4 B4 B4 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B3 B2 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. 1000 1000 AT LANDING Top & Bottom (Bothways) d16mm.@150 Extra at Top 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 B2 B2 B2 B2 B4 B4 B4 B4 B4 B4 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B3 B2 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. 1000 1000 AT LANDING Top & Bottom (Bothways) d16mm.@150 Extra at Top B4 B4 B4 B4 B4 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 B2 B2 B2 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B3 B2 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. 1000 1000 Top & Bottom (Bothways) d16mm.@150 Extra at Top 8d12/m 8d16/m 8d16/m 8d12/m 8d16/m 1000 1000 B2 B2 B2 B2 B4 T=200 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) B1 B1 B3 B2 d12mm. @150 c/c T=200 d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top d16mm.@150 Extra at Top +3.85 T.O.S.S. 1000 1000 Top & Bottom (Bothways) d16mm.@150 Extra at Top 3d16 3d16 B2 d12mm. @150mm. c/c d12mm. @150mm. c/c (Top & Bottom) (Top & Bottom) d16mm.@150mmC/C d16mm.@150mmC/C CB1 CB1 C2 C2 C3 C4 C3 C4 C2 C2 C3 C2 C4 C2 C2 C2 C3 C4 C3 B2 B3 CB1 CB1 CB1 CB1 B3 CB1 CB1 CB1 CB1 CB1 B3 B3 B3 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 3d16 B2 B2 B2 B2 T=200 d12mm. @150mm. c/c d12mm. @200mm. c/c (Top & Bottom) (Top & Bottom) +7.35 T.O.S.S. 5 1340 <> 800 <> <> <> <> <> B2 8S-206 2. REFER ARCH'L. DWGS. FOR ALL LEVELS, PROJECTIONS 1. REFER TO DWG. NO. SG-001, FOR GENERAL NOTES. & DIMENSIONS. NOTES: FOR TENDER - - - X - (8-CLUSTER) STAIR CASE DETAILS, PARAPET & DOME DETAILS 8S-206 AS SHOWN A.V.S - - - Dec 29, 2007 - DOME SECTOIN 2 4S-206 SCALE +7.350 T.O.S.S. Block Wall 5 5 5 5 5 5 5 5 5 5 Block Wall 4d8mm. 5d8mm./m 5 5 5 5 5 5 5 5 4d8mm. 5d8mm./m 5 5 5 d12mm @150 d12mm @150 (VARIES) PARAPET DETAILS 3 4S-206 SCALE 6 8 7 5 5 10 5 11 5 GB1 GB4 4 5 2 B4 B4 GB4 B4 B4 +0.35 T.O.S.S. +5.345 T.O.S.S. 5 5 5 +7.35 T.O.S.S. 1 2 GB1 B4 +8.93 PARAPAT WALL d8mm@200 C/C 4d10mm. d8mm@200 C/C +3.85 T.O.S.S. +3.85 T.O.S.S. 5d10mm. 1d10mm. 8d12mm./m 8d16mm./m STAIR CASE DETAIL 1 8S-206 SCALE 4d10mm. Parapet Beam 200X200 Approved compacted soil R.C. Grade Slab 100mm. Thick d10mm.@200c/c (eachway) 200 Micron Polyethylene Vapor Barrier 180 Thick R.C. Waist slab +3.515 T.O.S.S. <> <> Parapet Wall Parapet Wall /// /// /// /// (MM) WIDTH 600 3 d16mm CROSS SEC. DEPTH d8mm.@150mm. C/C REINFORCEMENT BARS EXTRA BOTTOM BARS TOP BARS STIRRUPS REMARKS 200 B1 3 d16mm d8mm.@150mm. C/C 300 B2 3 d16mm 3 d16mm d8mm.@150mm. C/C SCHEDULE OF BEAMS 600 4 d16mm B3 BOTTOM EXTRA TOP BARS 600 3 d16mm 350 3 d16mm 2 d16mm 3 d16mm 3 d16mm d8mm.@150mm. C/C 900 4 d20mm B4 300 3 d20mm 3 d20mm 4 d16mm 4 d20mm 2 d16mm 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 600 3 d16mm 300/350 CB1 3 d16mm d8mm.@150mm. C/C 3 d16mm - 2-LEGGED STIRRUPS (MM) WIDTH 600 3 d16mm CROSS SEC. DEPTH d8mm.@150mm. C/C REINFORCEMENT BARS EXTRA BOTTOM BARS TOP BARS STIRRUPS REMARKS 200 B1 3 d16mm d8mm.@150mm. C/C 300 B2 3 d16mm 3 d16mm d8mm.@150mm. C/C SCHEDULE OF BEAMS 600 4 d16mm B3 BOTTOM EXTRA TOP BARS 600 3 d16mm 350 3 d16mm 2 d16mm 3 d16mm 3 d16mm d8mm.@150mm. C/C 900 4 d20mm B4 300 3 d20mm 3 d20mm 4 d16mm 4 d20mm 2 d16mm 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 2-LEGGED STIRRUPS 600 3 d16mm 300/350 CB1 3 d16mm d8mm.@150mm. C/C 3 d16mm - 2-LEGGED STIRRUPS B4 B2 5 A B C D E F G H 5 5 5 5 5 5 5 5 11 10 6 5 5 1 2 3 5 5 4 5 7 8 9 5 5 5 5 5 5 5 5 12 16 5 5 15 14 13 5 5 5 5 21 20 5 5 17 18 19 5 5 5 5 5 5 5 5 31 32 36 5 5 41 40 39 5 5 38 37 35 34 33 5 5 5 5 5 5 5 5 30 26 5 5 27 28 29 5 5 5 5 22 5 5 25 24 23 5 5 5 5 5 5 C C 5 5 5 C 5 C 5 C 5 C C 5 C 5 Entrance C C 1150 5 C C Entrance 1150 5 C Entrance 1150 C <> C 5110 5110 Entrance <> <> <> <> Entrance <> 5 5 Entrance C C C C C <> C <> <> Entrance <> <> C C <> <> Entrance <> <> VARIES C C 5 5 C C C 5 5 5 C C GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB C C 5 5 GB GB 5 5 5 C C 5 VARIES C C 5 5 C 5 C 5 C 5 C C 5 C 5 C C 5 C C 5 C 1150 C C 5110 5 5 C C C C C C <> C C <> <> <> VARIES C C 5 C C C C C C C 5 5 5 5 C C VARIES 5 5 5 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 F 5 5 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F 5 5 5 5 F <> <> <> <> <> <> C C 5 5 C 5 C 5 C 5 C C 5 C 5 C C 1150 5 C C 5 C 1150 C <> C 5110 5 5 C C C C C C <> C C <> <> <> VARIES C C 5 C C C C C C C 5 5 C C VARIES 5 5 5 <> <> <> <> <> <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H 5 5 5 5 5 5 5 5 11 10 6 5 5 1 2 3 5 5 4 5 7 8 9 5 5 5 5 5 5 5 5 12 16 5 5 15 14 13 5 5 5 5 21 20 5 5 17 18 19 5 5 5 5 5 5 5 5 31 32 36 5 5 41 40 39 5 5 38 37 35 34 33 5 5 5 5 5 5 5 5 30 26 5 5 27 28 29 5 5 5 5 22 5 5 25 24 23 5 5 5 5 5 5 C2 C2 C3 C2 C1 C2 C3 C3 C2 C3 C2 C2 C2 C1 C3 C3 C2 C2 C4 C4 C1 C1 WATER TANK 2mX1.5mX2m C C C C C2 C2 C2 C1 C2 C2 C2 C2 C1 C2 C4 C4 C1 C1 WATER TANK 2mX1.5mX2m C C C2 KITCHEN G09 XXX C XXX B XXX D XXX A +0.15 F.F.L. +0.45 F.F.L. 01 8888A101 01 \A1;750 \A1;3050 \A1;1900 \A1;800 \A1;3275 \A1;3275 \A1;800 \A1;1900 \A1;3050 \A1;750 \A1;1950 \A1;1950 \A1;4050 \A1;2300 \A1;3950 \A1;4000 \A1;3700 \A1;650 \A1;22550 \A1;2200 \A1;2200 \A1;11975 \A1;11975 \A1;23949 \A1;1950 \A1;1950 \A1;4050 \A1;2300 \A1;3950 \A1;4000 \A1;3700 \A1;650 \A1;22550 \A1;2200 \A1;750 \A1;4950 \A1;3275 \A1;800 \A1;4950 \A1;750 \A1;2200 \A1;23949 \A1;800 \A1;11975 \A1;11975 \A1;3275 3 A 5 4 6 7 1 B E F G H C D 2 11 9 10 8 13 12 3 5 4 6 7 1 2 11 9 10 8 13 12 A B E F G H C D -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 -9475.07371931884 LINE 1 LINE 2 LINE 3 EL. +00.00 01 8888A101 \A1;9000 \A1;450 \A1;3500 \A1;3500 \A1;1550 \A1;1100 \A1;450 \A1;450 \A1;9000 \A1;9000 \A1;450 \A1;3500 \A1;3500 \A1;1550 \A1;1100 \A1;450 \A1;9000 \A1;450 \A1;3500 \A1;3500 \A1;1550 \A1;1100 \A1;450 \A1;450 \A1;3500 \A1;1100 \A1;2400 \A1;1550 \A1;9000 \A1;450 \A1;3500 \A1;1100 \A1;2400 \A1;700 \A1;9000 \A1;800 \A1;450 \A1;850 \A1;9000 \A1;450 \A1;3500 \A1;3500 \A1;1550 \A1;1100 \A1;450 \A1;450 \A1;3500 \A1;1100 \A1;2400 \A1;1550 \A1;9000 \A1;3500 \A1;1050 \A1;2450 \A1;1550 \A1;300 \A1;300 \A1;1250 \A1;300 \A1;1100 \A1;910 \A1;9000 \A1;850 \A1;450 \A1;3500 \A1;3500 \A1;1550 \A1;1100 \A1;450 \A1;450 \A1;3500 \A1;3500 \A1;9000 \A1;3500 \A1;9000 \A1;1550 \A1;450 \A1;3500 \A1;450 \A1;450 \A1;1100 \A1;3500 \A1;3500 \A1;1550 \A1;9000 \A1;700 \A1;19550 \A1;750 \A1;1900 \A1;800 \A1;3275 \A1;3275 \A1;3050 \A1;750 \A1;21900 \A1;1950 \A1;3050 \A1;3050 \A1;800 \A1;1900 \A1;1950 \A1;4050 \A1;2300 \A1;3950 \A1;4000 \A1;3700 DRIVER'S G13 WASH/DRY UP UP ELECTRICAL DINING G07 LIVING G06 KITCHEN G09 LOBBY G03 HALL TOILET-2 G05 STAIR G04 LC ENTRY G02 MAIDS RM. G10 SALON G16 HALL G08 SERVICE TOILET-4 G14 TOILET-3 G11 TOILET-1 G15 GARAGE G01 +0.00 F.F.L. - ENTRY UP +0.15 F.F.L. G18 G17 UNDERGROUND WATER TANK MH DRIVER'S G13 WASH/DRY UP ELECTRICAL DINING G07 LIVING G06 KITCHEN G09 LOBBY G03 HALL TOILET-2 G05 STAIR G04 LC ENTRY G02 MAIDS RM. G10 SALON G16 HALL G08 SERVICE TOILET-4 G14 TOILET-3 G11 TOILET-1 G15 GARAGE G01 ENTRY UP G18 G17 UNDERGROUND WATER TANK MH G12 G12 +0.15 F.F.L. +0.00 F.F.L. - UP UP UP UP CANOPY G19 - PLANT BOX PLANT BOX GARBAGE AREA +0.45 F.F.L. +0.45 F.F.L. UP UP +0.15 F.F.L. +0.15 F.F.L. +0.00 F.F.L. - UP +0.00 F.F.L. - CANOPY G19 PLANT BOX PLANT BOX +3.95 F.F.L. CLOSET CLOSET DN. TERRACE F08 BEDROOM F06 BEDROOM F07 TOILET-7 F12 HALLWAY F02 TOILET-6 F11 BEDROOM F03 FAMILY LIVING F01 TERRACE F13 BEDROOM F05 STAIR F04 MASTER DRESSING AREA F09 BALCONY F14 TOILET-5 F10 LINEN CLOSET CLOSET DN. TERRACE F08 BEDROOM F06 BEDROOM F07 TOILET-7 F12 HALLWAY F02 TOILET-6 F11 BEDROOM F03 FAMILY LIVING F01 TERRACE F13 BEDROOM STAIR F04 MASTER DRESSING AREA F09 BALCONY F14 LINEN +3.95 F.F.L. SD SD F10 F05 MASTER TOILET-5 MASTER GRC SCUPPER DRAIN SHO. SHO. SD SD SD SD GROUND FLOOR PLAN SCALE 1 2A-101 1:100 FIRST FLOOR PLAN SCALE 2 1:100 GRC CORNICE (TYP.) +7.45 F.F.L. ROOF DECK +7.45 F.F.L. ROOF DECK GRC CORNICE (TYP.) GRC CORNICE (TYP.) GRC CORNICE (TYP.) GRC CORNICE (TYP.) GRC CORNICE (TYP.) SD SD +3.95 F.F.L. +3.95 F.F.L. SD GRC SCUPPER DRAIN GRC SCUPPER DRAIN SD SD SD GRC SCUPPER DRAIN SD SD GRC SCUPPER DRAIN GRC SCUPPER DRAIN SD SD ROOF FLOOR PLAN SCALE 3 1:100 LEFT SIDE ELEVATION - 2 SCALE 2 1:100 SCALE 1 1:100 FRONT ELEVATION - 1 SCALE 1 1:100 3 5 4 6 7 1 2 11 9 10 8 13 12 5 5 5 5 5 PARAPET EL.+9.00 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 PARAPET EL.+5.00 PARAPET EL.+8.55 5 5 A B E F G H C D 5 5 5 5 5 PARAPET EL.+9.00 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 PARAPET EL.+8.55 5 5 5 5 5 5 RIGHT SIDE ELEVATION - 4 SCALE 4 1:100 REAR ELEVATION - 3 SCALE 3 1:100 3 5 4 6 7 1 2 11 9 10 8 13 12 A B E F G H C D 5 5 5 5 5 PARAPET EL.+9.00 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 5 5 5 5 5 PARAPET EL.+9.00 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 PARAPET EL.+5.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PARAPET EL.+8.55 5 5 5 5 5 5 PARAPET EL.+8.15 PARAPET EL.+5.05 5 5 PARAPET EL.+5.05 5 11 16 7 1 14 22 2 12 8 19 14 17 1 15 13 13 7 19 8 6 19 5 14 19 1 1 15 6 1 1 2 13 7 7 13 7 5 6 1 14 19 16 4 15 5 19 17 11 12 13 19 11 1 1 1 19 2 2A-707 3 2A-707 1 2A-707 1 2A-708 3 2A-708 11 5 16 14 14 1 2A-707 15 19 19 19 11 11 11 11 1 1 1 15 15 15 15 1 1 1 1 1 1 1 1 1 1 8 1 1 1 1 1 1 1 1 1 16 16 16 16 16 1 1 6 4 11 22 20 20 11 19 19 2 1 2 11 16 1 21 21 21 22 22 4 3 3 3 3 3 3 3 3 3 3 3 14 14 14 1 1 1 1 1 1 4 19 2 2 2 11 19 1 1 17 17 17 17 2 1 1 1 2 2 1 14 2 1 2 3 1 1 7 2 2 2 LONGITUDINAL SECTION-(A) SCALE 1 1:100 3 5 4 6 7 2 11 9 10 8 12 HALLWAY BED ROOM DINING GARAGE BED ROOM SERVICE HALL FAMILY LIVING STAIR A B E F G H C D STAIR BED ROOM HALL STAIR LOBBY HALL ENTRY BALUSTER DESIGN AS PER ID DRAWINGS BED ROOM HALL STAIR LOBBY HALL ENTRY BALUSTER DESIGN AS PER ID DRAWINGS 5 5 PARAPET EL.+9.00 5 5 5 5 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 5 5 5 5 CROSS SECTION-(B) ROOF DECK 2 SCALE 1:100 5 5 ROOF DECK 5 5 5 PARAPET EL.+9.00 5 5 R.FLR.LVL EL.+7.45 F.FLR.LVL. EL.+3.95 G.FLR.LVL. EL.+0.45 EL.+0.00 5 5 5 5 5 PARAPET EL.+8.55 5 PARAPET EL.+8.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF DECK GARBAGE AREA 3 2A-301 HALL LOBBY 5

Language	English
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, duplex, dwelling unit, DWG, elevation, floor, haus, house, logement, maison, plan, plans, residên, residence, section, unidade de moradia, villa, vivienda, wohnung, wohnung einheit