Villa DWG Block for AutoCAD

Simple Villa drawing in our area

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

c.c.u, quantity :, materials :, location :, exp. joint, varies, foundation, this drawing as instrument of service, are the property of , whether, the object for which they are made is executed or not. it shall be unlawful for any person, without the, project title, proposed, rev., date, notes, chk., stamps, repetition of and for other projects, whether executed partly or in whole., written consent of the architect, to duplicate or to make copies of said documents for use in the, drawing no., client, ammar rajab, file name, architect, elec’l. engr., mech’l. engr., sanitary, project no., drawn by, checked by, scale, struc’l. engr., m. harb, akc, n. hamdar, r. sakr, m. kaiss, joni, mma, as shown, table of contents, bar code, spectrum engineering, location, sa’ar, website: www.spectrumlb.com, architects engineers consultants, accredited, srtci, uality, asters, spectrum engineering consultants, s.a.r.l., approved by:, date:, revision, legend, architectural, table of contents, structural, electrical, plumbing, sht. no., standards, foundation plan, electrical legend, telephone riser diagram, plumbing legend, typical detailed section of, connection chamber, ground floor drainage plan, ground floor lighting, layout, first floor framing, first floor plan, bathroom details, area statement, site development plan, ground floor plan, front elevation, left side elevation, rear elevation, right side elevation, opening details, detail of compound wall, roof deck floor plan, schedule of doors, schedule of windows, ground floor power layout, first floor lighting layout, first floor drainage plan, schedule of finishes, roof deck framing plan, structural details, first floor power layout, roof deck electrical layout, roof deck drainage plan, site development plan, aligned front wall at guest bedrm., relocate of outside kitchen, section thru a-a, section thru b-b, boundary wall details, elevation, bathroom details, opennings details, schedule of doors, schedule of windows, t e r r a c e, pool, swimming, p o o l, d e c k, w a l k w a y, g a r a g e, s i d e w a l k, g a r de n, a l l e y, n e i g h b o u r, p r o p o s e d, staircase area, a r e a, services area, kiddies, r o a d, approved waterproofing, section thru b-b, master’s bedroom, bathroom, guest rm., porch, living hall, roofdeck, section thru a-a, f o u d a t i o n b e d, swimming pool, slope, stair well, storage, room, dressing, shower, closet, roof deck slab, first floor slab, finish floor level, staircase roof slab, sidewalk level, road level, hall, entry, elevation, plan, boundary wall detail, changing, toilet, bath, b a t h, void, bathroom detail, d-md, s e a t i n g, detail of opennings, doors, windows, wooden panel double-leaf swing, polished fin. or approved equal., main entrance, wooden panel single-leaf swing, door in, kit., bdrms, maidrm, stair, elec’l., door in, master’s bedroom, majlis, kitchen, office, roof deck, aluminum panel sliding door, water tank, aluminum panel sliding window, all bathroom, floor level, aluminum panel bay window, master bedroom, schedule of finishes, floor, wall, ceiling, skirting, others, description, carpet, cement tiles, plain cement finish, interlocking, precast blocks, ceramic wall tiles, gypsum board cladded, gypsum board ceiling on, aluminum spandrel, ceiling on steel frames, fair-faced, paint finish, plywood board on, marble skirting, granite skirting, ceramic tile skirting, carpet skirting, pvc strip skirting, teakwood skirting, painted, marble wall finish, ground floor, garage area, stair, walkway, service area, outside kitchen, outside toilet, stair hall, family hall, master’s bath, walk-in closet, maid’s room, first floor, common bath, wood laminated medium, density fiber board, roof deck floor, store, parquet flooring, vinyl wall paper, cpt, cmt, ipb, mdf, gyp, tex, gbm, ffp, cts, cps, pvc, tws, vwp, general electrical notes, ground floor lighting layout, frist floor lighting layout, roof deck lighting layout, roof deck power layout, add ac unit wp socket, revised of maid’s room, typical detailed section of connection chamber, ground floor drainage layout, sewerage pipe line in one link, frist floor drainage layout, roof deck drainage layout, lamp post, wall bracket light, compound wall light, mirror light, halogen downlight, chandelier light fixture, ceiling mounted light, smoke detector, telephone junction box, pump socket switch, main distribution panel board, cooker control unit, one way switch, two way switch, telephone receptacle, exhaust fan, e.d. meter box, heat detector, water heater, split-type a.c.u., window-type a.c.u., television receptacle, bell, bell push, intercom, weatherproof bracket light, acu, pool path light, telephne distrbution box, duct section, connected to, ground level, uni

Raw text data extracted from CAD file:

N D 00 00 W +10" A C.C.U M P QUANTITY : MATERIALS : LOCATION : 1300 2550 600 1925 3200 1900 2400 1300 1900 900 1700 1700 1300 450 200 300 200 300 300 1400 1500 400 400 450 1250 400 400 450 1250 \A1;DEPTH OF BEAM \A1;200 mm 4975 5125 3000 700 1850 3275 3000 3200 2700 4200 3700 3000 4599 4200 2110 6150 3800 2217 5100 4850 1575 2675 2175 8625 1975 1575 2400 600 1786 1425 2400 1100 1899 2999 2366 2439 1000 3000 2000 4975 5125 3000 700 3000 3200 2700 6150 3800 5100 4850 1575 2675 2175 8625 1975 1575 1900 1400 1150 1650 2450 3075 2600 1400 500 200 450 200 1980 3700 2450 4000 689 2900 2700 3800 6100 2400 3700 3700 6200 4900 1900 4300 5809 2450 5000 3900 6118 2218 EXP. JOINT EXP. JOINT 2997 2997 2504 2504 3495 EXP. JOINT EXP. JOINT 2110 1386 2303 EXP. JOINT 4211 2366 1786 1425 2400 1100 1899 2900 2999 500 6200 EXP. JOINT 2700 2700 2700 2700 2792 6000 251 \A1;L /4 \A1;L /4 \A1;L /4 \A1;L /4 \A1;0.15L \A1;0.15L \A1;0.15L \A1;0.15L 150 50 200 200 150 150 140 4416 2000 900 600 3600 3600 3500 11300 7000 2000 1800 450 700 450 2100 375 1150 375 1200 1050 1050 4200 375 1150 375 1400 1200 375 450 375 250 800 900 650 1400 650 1400 375 450 375 4200 375 1150 375 200 525 525 1200 250 800 900 800 325 325 1000 1100 1000 1000 1300 400 400 VARIES 400 1500 700 1500 750 1600 2100 900 700 700 700 700 600 1500 600 3600 3600 3500 11300 1786 1000 4211 1425 2366 4700 1500 911 1000 2400 1100 1899 2900 2999 500 700 800 1200 900 900 2600 1400 1400 1150 1650 800 1800 2585 1200 864 661 1000 2312 1388 2109 1800 900 1800 1550 1800 2600 400 850 900 1000 2000 1800 250 950 1475 800 500 500 500 110 110 250 250 350 250 108 1750 400 1200 800 800 700 300 1000 350 150 600 200 2100 3250 400 400 600 250 250 25 1500 800 325 75 800 6650 6900 5001 1899 6900 5100 1549 3000 400 4200 850 500 FOUNDATION 600 60 800 180 2100 900 2100 800 2100 1000 900 900 2100 2100 900 940 460 2100 750 3200 2100 1500 490 3000 2100 1500 700 1800 700 83 600 166 83 600 166 2100 473 150 1400 225 525 450 525 1250 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 150 1400 225 150 1400 225 150 1400 225 525 450 525 1250 525 450 525 1250 525 450 525 1250 1750 173 800 277 100 800 100 790 100 810 100 889 83 800 817 100 800 800 100 800 900 400 800 600 1525 165 645 165 450 800 555 100 791 404 1560 800 740 1431 800 1370 1000 150 650 301 150 1024 600 1525 1003 2997 2997 1930 2504 2504 200 200 250 1680 250 200 200 250 200 225 25 350 250 50 450 3600 3600 3000 450 3600 3600 3000 75 38 150 150 R37 150 150 660 599 700 100 1200 1800 450 450 450 450 450 1200 2100 900 450 250 100 900 100 145 800 351 1205 740 800 1560 100 940 460 100 100 900 2100 900 100 800 100 100 800 100 2100 100 400 400 450 1000 1100 1200 1200 1200 939 1011 400 100 1700 100 400 100 1200 100 450 450 450 450 2100 3200 1472 3000 1114 400 6677 12719 4195 6159 1880 4699 10500 6200 1100 3100 3600 3600 11300 6100 5400 700 2500 6218 13161 5000 2200 5961 2118 485 2682 433 2500 6400 300 1680 600 166 900 550 1250 300 300 300 1300 300 300 300 1400 1000 200 900 1800 200 1800 1800 1850 900 100 500 3900 1000 1250 1250 2850 600 1980 3700 2450 4000 689 2900 2700 3800 6100 2400 3700 3700 6200 4900 1900 4300 5809 2450 5000 3900 6118 2218 4100 1025 2100 300 5219 300 1100 1000 3700 3900 1200 681 5500 1600 1600 2800 1400 100 260 1740 200 1300 1000 400 800 800 3950 1800 500 1200 500 1300 1200 1114 3000 1472 3200 1164 706 1400 695 1000 900 600 1200 900 400 1900 750 1400 550 900 900 2600 800 910 652 300 1150 1350 424 800 277 \U+22052000 \U+22052600 6000 2501 3695 2032 R2200 251 600 1200 865 1200 250 900 250 900 4975 5125 3000 700 1850 3275 3000 3200 2700 4200 2100 1100 3700 3000 4599 4200 2110 6150 3800 1200 2217 5100 3900 4850 1575 2675 2175 8625 1975 1575 1325 700 1800 700 1725 83 600 166 83 600 3600 3600 3500 11300 400 900 700 1900 11300 800 1200 600 875 1000 100 350 1800 350 400 400 300 3550 2450 6650 8400 4200 2700 6200 707 1049 1401 5100 1350 550 1850 200 2200 6200 15050 1375 2700 4200 6200 6650 6900 5001 1899 6900 5100 1549 775 600 3600 3600 3500 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A - 01 - - - - - - - - - - - - - - - - Table Of Contents - - - - BAR CODE A - 01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND ARCHITECTURAL TABLE OF CONTENTS NOTE : THE CONTRACTOR MUST REQUEST EARLIER THE SUPPORTING DRAWINGS / DETAILS NEEDED IN THE PROJECT. STRUCTURAL ELECTRICAL PLUMBING SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. S 01 GENERAL NOTES & STRUCTURAL STANDARDS S 02 FOUNDATION PLAN S 03 E 01 ELECTRICAL LEGEND NOTES TELEPHONE RISER DIAGRAM E 02 E 03 P 01 PLUMBING LEGEND NOTES TYPICAL DETAILED SECTION OF CONNECTION CHAMBER P 02 GROUND FLOOR DRAINAGE PLAN P 03 E 04 GROUND FLOOR LIGHTING LAYOUT FIRST FLOOR FRAMING TABLE OF CONTENTS A 01 A 04 FIRST FLOOR PLAN A 05 A 06 A 08 A 09 A 10 A 07 BATHROOM DETAILS A 02 AREA STATEMENT SITE DEVELOPMENT PLAN A 03 GROUND FLOOR PLAN FRONT ELEVATION LEFT SIDE ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION CROSS SECTION THRU "A" OPENING DETAILS DETAIL OF COMPOUND WALL ROOF DECK FLOOR PLAN SCHEDULE OF DOORS SCHEDULE OF WINDOWS GROUND FLOOR POWER LAYOUT FIRST FLOOR LIGHTING LAYOUT FIRST FLOOR DRAINAGE PLAN A 11 SCHEDULE OF FINISHES S 04 ROOF DECK FRAMING PLAN S 05 STRUCTURAL DETAILS S 06 STRUCTURAL DETAILS E 05 FIRST FLOOR POWER LAYOUT E 06 ROOF DECK ELECTRICAL LAYOUT P 04 ROOF DECK DRAINAGE PLAN This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-02 - - - - - - - - - - - - - - - - Site Development Plan - - - - BAR CODE A-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 04 27/02/07 CA MMA - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION RELOCATE OF OUTSIDE KITCHEN 01 12/2006 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-08 - - - - - - - - - - - - - - - - Section Thru A-A Section Thru B-B - - - BAR CODE A- 08 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-09 - - - - - - - - - - - - - - - - Boundary Wall Details Elevation - - - BAR CODE A- 09 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bathroom Details - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION 03 22/01/07 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-10 - - - - - - - - - - - - - - - - Opennings Details Schedule Of Doors - - - BAR CODE A-10 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Schedule Of Windows - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION - - - - - LEGEND -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 UP UP UP T E R R A C E POOL SWIMMING P O O L D E C K W A L K W A Y W A L K W A Y W A L K W A Y G A R A G E S I D E W A L K G A R DE N G A R DE N G A R DE N G A R DE N G A R DE N A L L E Y N E I G H B O U R N E I G H B O U R G A R DE N P R O P O S E D 2 - S T O R E Y V I L L A STAIRCASE AREA A R E A SERVICES AREA POOL KIDDIES SCALE 1:100 MTS. SITE DEVELOPMENT PLAN PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. R O A D -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 APPROVED WATERPROOFING -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 SECTION THRU B-B MASTER'S BEDROOM BATHROOM BEDROOM 03 GUEST RM. PORCH BATHROOM LIVING HALL ROOFDECK OFFICE/ SECTION THRU A-A F O U D A T I O N B E D F O U D A T I O N B E D SWIMMING POOL SLOPE SLOPE ROOFDECK STAIR WELL STAIR WELL STORAGE RISE = 150MM RUN = 300MM RISE = 150MM RUN = 300MM ROOM DRESSING BATHROOM SHOWER CLOSET FAMILY / LIVING LIVING HALL ROOF DECK SLAB Level : 7.65M. FIRST FLOOR SLAB Level : 4.05M. FINISH FLOOR LEVEL Level : 0.45M. STAIRCASE ROOF SLAB Level : 10.65M. Sidewalk Level Level : 0.00M. Road Level Level : -0.150M. ROOF DECK SLAB Level : 7.65M. FIRST FLOOR SLAB Level : 4.05M. FINISH FLOOR LEVEL Level : 0.45M. STAIRCASE ROOF SLAB Level : 10.65M. Sidewalk Level Level : 0.00M. Road Level Level : -0.150M. HALL ENTRY SCALE 1:100MTS. SCALE 1:100MTS. EXP. JOINT -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. C1 C1 C2 C2 C2 C2 Level : 0.150M. Road Level Level : 0.000M. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ELEVATION SCALE 1:50MTS. PLAN SCALE 1:50MTS. BOUNDARY WALL DETAIL SCALE 1:20MTS. SCALE 1:20MTS. 1700x1400 CHANGING 1250x1435 TOILET SHOWER 03 03 8 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 3500 x 1700 BATH 03 8 ELEV. + 550 mm. ELEV. + 150 mm. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 1800 x 2600 B A T H 03 8 ELEV. + 4150 mm. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 2500 x 3100 B A T H 03 9 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 3600 x 1800 B A T H 03 9 VOID -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ELEV. + 4150 mm. ELEV. + 4150 mm. BATHROOM DETAIL SCALE 1:50MTS. BATHROOM 01 BATHROOM 02 BATHROOM 03 BATHROOM 04 BATHROOM 05 BATHROOM 06 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 D-3 -520894.5455833846 -520894.5455833846 D-1 D-MD D-4 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 D-5 -520894.5455833846 -520894.5455833846 -520894.5455833846 W-1 W-2 W-3 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 W-4 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 W-5 W-6 W-7 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 S E A T I N G -520894.5455833846 -520894.5455833846 W-10 DETAIL OF OPENNINGS DOORS WINDOWS D-2 1SET (1-HOUR FIRE RESISTANT) WOODEN PANEL DOUBLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING, IN POLISHED FIN. OR APPROVED EQUAL. MAIN ENTRANCE 4 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR IN POLISHED FIN. OR APPROVED EQUAL. KIT., BdRms, MaidRm, Stair, Elec'l. 2 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR IN POLISHED FIN. OR APPROVED EQUAL. MASTER'S BEDROOM, MAJLIS 4 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING TRANSOM, IN POLISHED FIN. OR APPROVED EQUAL. KITCHEN, OFFICE, ROOF DECK 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR WITH 6MM THK. FXD. GLAZING WATER TANK W-11 1 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 4 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING ALL BATHROOM FLOOR LEVEL 1SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL BAY WINDOW 6MM THK GLASS CASEMENT POLISHED FIN. OR APPROVED EQUAL. MASTER BEDROOM FLOOR LEVEL This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-11 - - - - - - - - - - - - - - - - Schedule Of Finishes - - - - BAR CODE A-11 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND FLOOR WALL CEILING SKIRTING OTHERS DESCRIPTION SCHEDULE OF FINISHES MARBLE SLAB / TILES 300 x 300 mm. CERAMIC TILES (NON-SLIP) GARNITE SLAB / TILES 200 x 200 mm. CERAMIC TILES (NON-SLIP) CARPET CEMENT TILES PLAIN CEMENT FINISH INTERLOCKING PRECAST BLOCKS PLASTERED / PAINTED 200 x 200 mm. CERAMIC WALL TILES GYPSUM BOARD CLADDED INSULATED WALL / PAINTED GYPSUM BOARD CEILING ON STEEL FRAMES / PAINTED GYPSUM BOARD (MOISTURE PROTECTED) / PAINTED FIN. ALUMINUM SPANDREL CEILING ON STEEL FRAMES FAIR-FACED PAINT FINISH PLYWOOD BOARD ON STEEL FRAMES / PAINTED MARBLE SKIRTING GRANITE SKIRTING CERAMIC TILE SKIRTING CARPET SKIRTING PVC STRIP SKIRTING TEAKWOOD SKIRTING WATERPROOFING w/ C/S SCREEDING TEXTURED FINISH / PAINTED MARBLE WALL FINISH GROUND FLOOR GARAGE AREA PORCH STAIR BATH MAJLIS & DINING ROOM WALKWAY TOILET MAIN KITCHEN / DINETTE WATER TANK/PUMP ROOM SERVICE AREA OUTSIDE KITCHEN OUTSIDE TOILET BATH STORAGE STAIR HALL FAMILY HALL MASTER'S BEDROOM MASTER'S BATH WALK-IN CLOSET BEDROOM 01 BATH WATER TANK MAID'S ROOM FIRST FLOOR COMMON BATH WOOD LAMINATED MEDIUM DENSITY FIBER BOARD ROOF DECK FLOOR STORE WOOD PANEL BOARDS / PARQUET FLOORING VINYL WALL PAPER D M D GT D CT1 D CT2 D CPT D CMT D PC D IPB D WD D MDF D PP D GYP D CT D TEX D MW D G D GBM D AS D FFP D PW D MS D GS D CTS D CPS D PVC D TWS D WP D VWP This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-01 - - - - - - - - - - - - - - - - GENERAL ELECTRICAL NOTES TELEPHONE RISER DIAGRAM (BATELCO) - - - BAR CODE E-01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-02 - - - - - - - - - - - - - - - - GROUND FLOOR LIGHTING LAYOUT - - - - BAR CODE E-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 02 REVISION - - - - - REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-03 - - - - - - - - - - - - - - - - GROUND FLOOR POWER LAYOUT - - - - BAR CODE E-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-04 - - - - - - - - - - - - - - - - FRIST FLOOR LIGHTING LAYOUT - - - - BAR CODE E-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-05 - - - - - - - - - - - - - - - - FIRST FLOOR POWER LAYOUT - - - - BAR CODE E-05 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-06 - - - - - - - - - - - - - - - - ROOF DECK LIGHTING LAYOUT ROOF DECK POWER LAYOUT - - - BAR CODE E-06 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 02 REVISION ADD AC UNIT WP SOCKET 02 14/02/07 CA MMA REVISED OF MAID'S ROOM 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -01 - - - - - - - - - - - - - - - - PLUMBING LEGEND TYPICAL DETAILED SECTION OF CONNECTION CHAMBER - - - BAR CODE P-01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -02 - - - - - - - - - - - - - - - - GROUND FLOOR DRAINAGE LAYOUT - - - - BAR CODE P-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION - - - - - SEWERAGE PIPE LINE IN ONE LINK 03 14/02/07 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -03 - - - - - - - - - - - - - - - - FRIST FLOOR DRAINAGE LAYOUT - - - - BAR CODE P-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OR ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -04 - - - - - - - - - - - - - - - - ROOF DECK DRAINAGE LAYOUT - - - - BAR CODE P-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - - 01 - - - - - - - - LEGEND LAMP POST WALL BRACKET LIGHT COMPOUND WALL LIGHT 30-40W FLUORESCENT LIGHT LIGHT DIFFUSER (2-15 / 20W) MIRROR LIGHT HALOGEN DOWNLIGHT 600 x 600mm. FLUORESCENT CHANDELIER LIGHT FIXTURE CEILING MOUNTED LIGHT ELECTRICAL LEGEND 13 Amp. W.P. switch SOCKET SMOKE DETECTOR TELEPHONE JUNCTION BOX PUMP SOCKET SWITCH MAIN DISTRIBUTION PANEL BOARD COOKER CONTROL UNIT ONE WAY SWITCH TWO WAY SWITCH TELEPHONE RECEPTACLE EXHAUST FAN CEILING FAN w/ LIGHT E.D. METER BOX HEAT DETECTOR WATER HEATER SPLIT-TYPE A.C.U. WINDOW-TYPE A.C.U. 13 Amp. switch SOCKET 20 Amp. switch SOCKET for A.C. TELEVISION RECEPTACLE BELL BELL PUSH INTERCOM I S H WEATHERPROOF BRACKET LIGHT ACU POOL PATH LIGHT FE TELEPHNE DISTRBUTION BOX -520894.5455833846 -520894.5455833846 DUCT SECTION WALL FLOOR LEVEL -520894.5455833846 20-25MM TO BE CONNECTED TO GROUND LEVEL -520894.5455833846 -520894.5455833846 BEND DUCT 38MM 90° -520894.5455833846 PLAN VIEW SINGLE WAY DUCT 38MM TELEPHONE RISER DIAGRAM (BATELCO) UNITS AT THE GROUND AND SPLIT CENTRAL OR 1. FOR AIR CONDITIONING SYSTEM, USE CENTRALIZED NOTES: INTERNAL WIRING FIRE EXTINGUISHER 2. ALL ELECTRICAL FIXTURES / ACCESSORIES ARE SUBJECT FOR CLIENT'S APPROVAL AND VERIFICATION. 3. CHANDELIER OR CEILING FAN, SWITCHES, OUTLETS AND OTHER FIXTURES MUST SAME AS EXISTING. SUBJECT FOR VERIFICATION BY THE CONTRACTOR. EMERGENCY LIGHT GROUND SPOT LIGHT 4. OTHER REQUIRED SHOP DRAWINGS ARE TO BE DONE THE CLIENT / ARCHITECT. BY THE CONTRACTOR AND WITH THE APPROVAL OF MDP SPLIT-TYPE UNIT AT FIRST FLOOR OR APPROVED EQUAL. SCALE 1:100 MTS. CONNECTION CHAMBER (CC) KITCHEN SINK WATER CLOSET WASH BASIN / LAVATORY SEPTIC TANK SHOWER TRAY SOAK AWAY PIT GULLY TRAP FLOOR TRAP PLUMBING LEGEND WASTE WATER PIPE (75mmd PVC) 100 mm d uPVC SOIL PIPE SOIL PIPE (100mmd PVC) 75 mm d uPVC WASTE PIPE 150 mm d uPVC SOIL PIPE VENT PIPE (75mmd PVC) CONNECTION CHAMBER CC FT SAP V G W S S . T BATH TUB BIDET C L 1:30Min D 200 800 `W' 800 200 1200 `H' CAST IRON MANHOLE COVER CLASS-B ENGINEERING BRICK WORK PAINTED WITH 3 COATS OF BITUMINOUS RUBBER EMULSION TYPICAL DETAILED SECTION OF 0.8D DD DECK DRAIN PIPES MUST TAPPED TO THE NEAREST DRAIN LINE. 2. ALL BATHROOM / KITCHEN FIXTURES AND ACCESSORIES 1. FOR AIR CONDITIONING SYSTEM, ALL DRAIN ARE SUBJECT FOR CLIENT'S APPROVAL AND VERIFICATION. NOTES: 100mmd DRY STAND PIPE DSP 3. OTHER REQUIRED SHOP DRAWINGS ARE TO BE DONE BY THE CONTRACTOR AND WITH APPROVAL OF THE CLEINT / ARCHITECT. SCALE 1:100MTS. GROUND FLOOR LIGHTING LAYOUT S S S S SCALE 1:100MTS. GROUND FLOOR LIGHTING LAYOUT S S S S SCALE 1:100MTS. GROUND FLOOR DRAINAGE LAYOUT FT FT FT CC1 TANK SEPTIC (VERIFY) CC2 150mmd LAID TO SLOPE IN 1:80 150mmd LAID TO SLOPE IN 1:80 CC7 CC8 A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN 75mmd RWP 75mmd RWP 75mmd RWP 75mmd RWP 75mmd RWP TAPPED TO NEAREST MAIN DRAINAGE LINE (VERIFY) MAIN WATER LINE SUMP WATER TANK B.TANK SCALE 1:100MTS. FIRST FLOOR DRAINAGE LAYOUT FT FT FT 100mmd SP 75mmd WP 75mmd VP 75mmd WP FT 100mmd SP 75mmd WP 75mmd VP 100mmd SP 75mmd WP 75mmd VP A/C TO GARDEN A/C TO GARDEN A/C TO ROOF A/C TO GARDEN 75mmd RWP 75mmd RWP 75mmd RWP V A L L E Y DD 75mmd RWP DD 75mmd RWP SCALE 1:100MTS. GROUND FLOOR POWER LAYOUT MDP I FE C.C.U FE I I I ACU SCALE 1:100MTS. ROOF DECK DRAINAGE LAYOUT DD 75mmd RWP DD 75mmd RWP V A L L E Y V A L L E Y ROOF DECK ROOF ROOF DECK WATER TANK OVERHEAD 650 GAL. FT A/C TO GARDEN SCALE 1:100MTS. FIRST FLOOR LIGHTING LAYOUT S S SCALE 1:100MTS. FIRST FLOOR POWER LAYOUT I I I I I FE MDP SCALE 1:100MTS. ROOF DECK LIGHTING LAYOUT SCALE 1:100MTS. ROOF DECK POWER LAYOUT ACU DD 75mmd RWP V A L L E Y CC5 CC6 FT 75mmd RWP ROOF DECK ROOF DECK ROOF DECK DOOF DECK -520894.5455833846 -520894.5455833846 02 REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA DN DN DN FT 100mmd SP 75mmd WP 75mmd VP PLOT AREA AREA STATEMENT ALLOWABLE FLOOR AREA 246.057 sq.m. AREA @ 180% OF PLOT 738.172 sq.m. ALLOWABLE BUILT-UP 410.096 sq.m. @ 60% OF PLOT TOTAL BUILT-UP AREA 516.97 sq. m. GROUND FLOOR AREA 192.10 sq. m. 33.02 sq. m. OUT SIDE KITCHEN AREA FRIST FLOOR AREA 207.70 sq. m. GARAGE AREA 38.44 sq. m. ROOF DECK FLOOR AREA 45.71 sq. m. FRONT ELEVATION REAR ELEVATION NOTE : ALL MATERIALS / FINISHES ARE SUBJECT FOR CLIENT'S APPROVAL. LEFT SIDE ELEVATION - ENTRANCE HALL OFFICE/GUEST BEDROOM TERRACE CHANGING ROOM BEDROOM 02 BEDROOM 03 ALCOVE KITCHEN BATH RIGHT SIDE ELEVATION - ELEVATIONS LIVING HALL POOL REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-06 - - - - - - - - - - - - - - - - Front Side Elevation Right Side Elevation - - - BAR CODE A- 06 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION REPLACED A NEW ELEVATION 02 16/01/07 CA MMA MODIFIED OF ELEVATION 03 14/02/07 CA MMA LEGEND FRONT ELEVATION -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -520894.5455833846 RIGHT SIDE ELEVATION SCALE 1:100MTS. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -520894.5455833846 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-05 - - - - - - - - - - - - - - - - Roof Deck Plan - - - - BAR CODE A-05 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 05 27/02/07 CA MMA 04 - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 05 REVISION REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA LEGEND -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 S K Y L I G H T DN 2250 x 2600 WATER TANK 1200 x 2400 BATH A L C O V E 1450 x 1400 STORE 2600 x 2400 ROOM MAID'S D E C K R O O F 01 05 04 03 8 7 H 1 1 A A 7 H 3 5 3 5 SCALE 1:100MTS. ROOF DECK PLAN 7 H 7 3 3 H H H SCALE 1:100MTS. ROOF TOP PLAN 4 A A B B 7 7 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-04 - - - - - - - - - - - - - - - - FRIST FLOOR PLAN - - - - BAR CODE A-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 04 27/02/07 CA MMA - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 04 REVISION REMOVE OF SHELVE AT MASTER'S BR 01 12/2006 CA MMA 03 LEGEND -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 DN CLOSET A L C O V E A L C O V E WALK-IN B A T H 1800 x 2600 B A T H 3600 x 1800 B A T H UP OUTSIDE KITCHEN ROOF ABOVE 4900 x 4900 L I V I N G F A M I L Y S E A T I N G 6250 x 4800 B E D R O O M M A S T E R ' S 6450 x 4000 01 BEDROOM 4900 x 4600 02 BEDROOM 5950 x 4650 03 BEDROOM GARAGE ROOF ABOVE BOOK SHELVES BOOK SHELVES KITCHEN 4900 x 2000 1' 1 7 ARCH - 04 ARCH - 06 2 4 1' 1 3 7 2 5 A' A D H E A H C 03 03 01 01 04 01 8 9 SCALE 1:100MTS. FIRST FLOOR PLAN -520894.5455833846 -520894.5455833846 GROUND FLOOR BEAM GROUND FLOOR BEAM A A B B 7 7 1 1 1 12 10 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-03 - - - - - - - - - - - - - - - - Ground Floor Plan - - - - BAR CODE A-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 05 27/02/07 CA MMA 04 - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 05 REVISION EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA MOVE OF KITCHEN, PUMP, STO., & TOILET 01 12/2006 CA MMA REFLECT WALL FROM NEW ELEVATION 03 16/0107 CA MMA LEGEND -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 UP UP UP UP T E R R A C E 6000 x 3800 POOL SWIMMING PORCH P O O L D E C K W A L K W A Y W A L K W A Y W A L K W A Y 2055x2675 PUMP ROOM WATER TANK / DINETTE 4700 x 2700 KITCHENETTE 4011 x 2700 KITCHEN DIRTY 2040x2200 STORAGE 9950 x 4700 H A L L L I V I N G 3900 x 3600 AREA DINING 4800 x 6500 MAJLIS 2300 x 4300 H A L L E N T R Y 5825 x 5800 G A R A G E 2 - C A R S I D E W A L K G A R DE N G A R DE N G A R DE N G A R D E N G A R DE N R O A D A L L E Y N E I G H B O U R N E I G H B O U R 5550 x 4100 GUEST BEDROOM OFFICE / 1611x1500 CHANGING 1250x1535 TOILET SHOWER 1' 1 PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. A' A B D F B D G H ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 450 mm. ELEV. + 450 mm. ELEV. + 400 mm. ELEV. + 150 mm. ELEV. + 150 mm. ELEV. + 450 mm. ELEV. ±0.00 mm. ELEV. + 600 mm. ELEV. + 600 mm. MD 03 03 03 02 04 04 1 1 2 2 5 4 3 12 1 ARCH - 01 ARCH - 02 ARCH - 03 SD 3 8 10 9 8 7 6 5 4 3 2 1 SCALE 1:100MTS. GROUND FLOOR PLAN A' H' A 8 8' 1' 1 3 6 2 9 1' 1 3 6 8 2 5 H' FIRST FLOOR CANTILEVER LINE FIRST FLOOR CANTILEVER LINE A A B B A 08 A 08 2112 x 1700 3260 x 1700 B A T H 03 B A T H 04 -520894.5455833846 03 03 -520894.5455833846 H -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ELEV. + 350 mm. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 03 -520894.5455833846 200 -520894.5455833846 -520894.5455833846 500 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 185 400 350 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-07 - - - - - - - - - - - - - - - - Rear Side Elevation Left Side Elevation - - - BAR CODE A-07 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION LEGEND -520894.5455833846 -520894.5455833846 -520894.5455833846 LEFT SIDE ELEVATION SCALE 1:100MTS. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -520894.5455833846 -520894.5455833846 -520894.5455833846 REAR ELEVATION SCALE 1:100MTS. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 W-8 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 2 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL AWNING WINDOW WITH 6MM THK. FXD. GLAZING ALL BATHROOM W-9 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 12 12 11 11 W-12 -520894.5455833846 -520894.5455833846 -520894.5455833846 3 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING KITCHEN, DIRTY KITCHEN 2 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 5 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING OFF.,MAJLIS,DINING,BEDRM 2 & 3 1 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 4 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING BEDROOM-1, MAID'S RM., WATER TANK 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING BEDROOM-1 2 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL FIXED WINDOW WITH 6MM THK. FXD. GLAZING STAIR 11 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL FIXED WINDOW WITH 6MM THK. FXD. GLAZING STAIR -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 D-SD 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR WITH 6MM THK. FXD. GLAZING MAJLIS -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S BATH @ ROOF DECK 01 23/12/2006 CA MMA 02 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA CHANGE OF WINDOW AT STAIR CASE 02 23/03/2006 CA MMA REPLACED A NEW ELEVATION REPLACED A NEW ELEVATION REPLACED A NEW ELEVATION CHANGED OF ALL WINDOWS -520894.5455833846 -520894.5455833846 9 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING TRANSOM, IN POLISHED FIN. OR APPROVED EQUAL. KITCHEN, TOILET, PUMP RM, CHANGING REFLECT WALL FROM NEW ELEVATION 02 16/0107 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA -520894.5455833846 -520894.5455833846 -520894.5455833846 EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA 1200 x 2400 BATH 8 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 03 ELEV. + 7600 mm. -520894.5455833846 -520894.5455833846 150 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 CC4 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 MODIFICATION OF BOUNDARY WALL -520894.5455833846 Y -520894.5455833846 300 25 mm dia. SLEEVE SOCKETS TV / SATELITE OUTLET FLOOR LEVEL SCALE 1:50MTS. ELEVATION-Y HB HB CC9 CC3 FLOOR LEVEL SCALE 1:50MTS. DETAIL "X-X" X X -520894.5455833846 16MM THK. GLAZING WITH ALUMINIUM -520894.5455833846 MODIFIED OF ELEVATION 03 14/02/07 CA MMA MODIFIED OF ELEVATION 03 14/02/07 CA MMA -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 MODIFIED OF ELEVATION 14/02/07 CA MMA MODIFIED OF ELEVATION 14/02/07 CA MMA MODIFIED OF ELEVATION & TOILET 14/02/07 CA MMA MODIFIED OF ELEVATION 14/02/07 CA MMA 03 R O O F R O O F -520894.5455833846 -520894.5455833846 -520894.5455833846 BASE PAD INTERNET A C U N I T S A C U N I T S HB HOSE BIBB / WATER LINE HB -520894.5455833846 250 200 FRAMING SKYLIGHT -520894.5455833846 -520894.5455833846 -520894.5455833846 FOR AC UNITS BASE PAD FOR AC UNITS 250 200 -520894.5455833846 Line of Diffrent Finshes -520894.5455833846 I -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 7 H 7 3 3 H H H SCALE 1:125MTS. ROOF TOP PLAN This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - FOUNDATION PLAN - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - GENERAL NOTES - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: 3 REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S06.dwg - - - - - - - - - - - - - - - - - - - BAR CODE S 06 SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - STRUCTURAL DETAILS - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - DETAILS OF COLUMN-BEAM CONNECTION DETAILS OF STAIR - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 S I D E W A L K R O A D N E I G H B O U R N E I G H B O U R 1' 1 PROPERTY LINE, 21400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. A' A B D F B D G H A' H' A 8' 1' 1 3 6 2 9 1' 1 3 8 2 5 H' TB C2 C2 C2 C5 C5 SF1 SF1 SF1 SF1 SF1 SF4 SF1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 -520894.5455833846 C4/F6 C4/F8 C4/F9 C3/F5 C3 C3 C3 C3/F5 C3/F6 C3/F9 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 C2 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 PROPERTY LINE, 19400 mm. C4 C4 C4/F7 -520894.5455833846 C4 C2 C4 C4 SF1 SF1 SF1 SF1 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 C4/F8 C2 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 SF2 C2 C2 C1/F1 C3/F2 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL FOUNDATION - SOIL INVESTIGATION NOT DONE, ASSUMED VALUE, SOIL BEARING CAPACITY - 250 KPa. 2.1 THE STRUCTURE HAVE BEEN MODELED, ANALYZE AND DESIGN USING COMPUTER SOFTWARE, STAAD III, OTHER CARRIED OUT BY THE CONTRACTOR AS INSTRUCTED BY THE ENGINEER AT THE CONTRACTOR'S COST ALL EQUIPMENT 1.5 ANY TEST REQUIRED BY THE ENGINEER ON MATERIALS, SOIL STRATA, WORKMANSHIP OR ON COMPLETE WORKS SHALL BE REQUIREMENTS REFER TO STANDARD SPECIFICATIONS FOR BLDG. CONSTRUCTION, 1994, ISSUED BY MINISTRY OF WORKS, 1.6 DESIGN AND CONSTRUCTION SHALL COMPLY WITH BS 8110-1985. ONLY BASIC REQUIREMENTS ARE GIVEN HERE. FOR FURTHER 1.7 WHEREVER FILLING IS REQUIRED, IT SHALL BE FILLED WITH WELL GRADED CLEAN SAND OF APPROVED QUALITY, REQUIRED FOR SUCH TEST SHALL BE SUPPLIED BY THE CONTRACTOR ON DEMAND BY THE ENGINEER, FREE COST. OF WORKS ANY ERROR IS DETECTED AT ANY PART, THE CONTRACTOR SHALL RECTIFY THE SAME AT HIS OWN EXPENSE. THE CHEKING/APPROVAL BY THE ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY FOR AND ALIGNMENTS OF ALL PARTS OF THE WORK AND QUALITY AND FINAL FINISHES. IF AT ANY TIME DURING THE PROGRESS 1.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SETTING OUT OF WORKS, FOR CORRECTNESS OF POSITION, LEVELS TO TAKING UP RELATED WORKS. ENGINEER'S DECISION IN SUCH MATTERS SHALL BE FINAL WITHOUT ANY EXTRA CLAIM. 1.3 IN CASE OF DISCREPANCIES IN DETAILS OR MISSING DETAILS, THE ENGINEER MUST BE APPROACHED FOR DECISION PRIOR 1.14 ALL FOUNDATION & SLAB ON GRADE BED SHALL BE TREATED WITH ANTI-TERMITE CHEMICALS PRIOR FOR CONCRETING. (a) (M) f'c = 35Mpa. FOR ALL SUBSTRUCTURES, SRC WITH SUPER PLASTISIZER + WATER PROOFER(PROLAPIN 421) +W/C RATIO AS DECIDED BY THE ENGINEER. CUBE TEST RESULTS MUST BE SUBMITTED TO THE ENGINEER IMMEDIATELY AFTER TESTING. 3.2 MINIMUM SIX NUMBERS OF CONCRETE CUBES SHALL BE TAKEN FROM EACH DAY'S CONCRETING OR EACH 100m3 CONCRETE (b) (M) f'c = 30Mpa. FOR ALL SUPERSTRUCTURE, ORDINARY PORTLAND CEMENT kg/m3 WITH W/C RATIO NOT MORE 3.1 THE CONCRETE GRADE FOR R.C. WORKS SHALL HAVE AT LEAST MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AS FOLLOWS. 1.12 A LAYER OF POLYETHYLENE SHEET SHALL BE LAID UNDER ALL CONCRETE WORKS ATTACHED DIRECTLY TO SOIL. 1.11 ALL CONCRETE & CMU, IN DIRECT CONTACT WITH EARTH SHALL BE COATED WITH TWO COATS OF APPROVED 1.10 ALL SHUTTERING MATERIAL SHALL BE NEW AND UNUSED. FOR THE SUBSTRUCTURE CONCRETE WORKS, 100mm SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, 1.1 THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE (WITH "PIN - BASED" COLUMN). INTERNAL WALL - 1.50 KPa. EXTERNAL WALL - 2.64 KPa. 2.3 DESIGN GRAVITY LIVE LOADS. 2.2 DESIGN GRAVITY DEAD LOADS. 2.5 THE LATERAL LOAD RESISTING SYSTEM OF THIS BUILDING WAS TYPICAL FRAME - RIGID FRAME ACTION WIND NORMAL FORCE METHOD; 80 MPH, EXP. "B", I = 1.0, P = 16.4 PSF, 2.4 DESIGN LATERAL LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS. (c) (M) f'c = 25Mpa. FOR ALL GROUND SLABS.(S.R.C). NOT MORE THAN 0.39.(MIN CEMENT CONTENT= 400KG/m2) (d) (M) f'c = 20Mpa. FOR ALL BLINDING PLAIN CONCRETE.(S.R.C). SEISMIC, NOT APPLICABLE FLOORS - 1.90 KPa. ROOF - 1.75 KPa. FLOORS - 4.0 KPa. ROOF - 4.0 KPa. THAN 0.45. 3.0 CONCRETE : THE CORRECTNESS OF THE ABOVE. STATE OF BAHRAIN AND BS 8110. 2.0 DESIGN CRITERIA. HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. MASONRY - BS 5628 / ACI 530-95. CONCRETE - BS 8110 / ACI 318-99. GENERAL - BS 8110. / UNIFORM BUILDING CODE - 1991 INTENDED DESIGN STANDARDS. AND / OR CRITERIA ARE AS FOLLOWS. 1.8 IF WATER TABLE FOUND IN THE AREA, A PROPER DEWATERING METHOD, WILL BE CARRIED OUT IN LAYERS, NOT MORE THAN 200mm. EACH COMPACTED LAYER SHALL ATTAIN A DRY DENSITY WHICH 1.9 ALL DRAINAGE MANHOLES SHALL BE MADE WITH REINFORCED CONCRETE. BY THE CONTRACTOR WITH NO EXTRA COST. SHOULD BE A MINIMUM OF 95% OF OPTIMUM DENSITY AS SHOWN BY PROCTOR TEST. 1.2 NO DIMENSIONS ARE TO BE SCALED. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 1.13 A 50-75mm PLAIN CONCRETE (BLINDING) LAYER SHALL BE LAID UNDER ALL FOUNDATION. BLOCKWORK CAN BE USED IN LIEU OF WOOD SHUTTERING MATERIALS BITUMINOUS MATERIAL 1.0 GENERAL : 6.7 MASONRY BLOCK TO BE USED FOR INTERNAL WALL SHALL BE OF NON - LOAD BEARING CMU OR ANY APPROVED MASONRY BLOCK WITH 6.6 ALL CONCRETE BLOCKS SUPPLIED TO SITE SHALL HAVE LOCAL APPROVAL CERTIFICATE AND SHALL COMPLY WITH THE LOCAL ORDERS 6.3 ALL JOINTS BETWEEN COLUMNS AND BLOCK WORKS SHALL BE PROVIDED WITH G.I. ANCHORS AT 420mm c/c (EVERY ALTERNATIVE LAYER) . 6.1 ALL MASONRY BLOCKS TO BE USED BELOW GRADE SHALL BE CMU (CONCRETE MASONRY UNIT) CONFORMING TO ASTM, C-90, GRADE N-1. CORNER BEADS AND PLASTER STOPS SHALL BE PROVIDED AT ALL CORNERS AND PLASTER EDGES AS REQUIRED BY THE CONSULTANT. - ALL BLOCK WORKS CORNERS, T JUNCTION & THE LAST ROW OF BLOCK - ALL VERTICAL BARS OF COLUMNS AND WALLS SHALL PROJECT A DISTANCE AT LEAST EQUAL TO 800mm OR 50 X DIA. WHICHEVER 7.0 STABILITY EXTRA REINFORCEMENT : IS GREATER ABOVE AND EMBEDDED IN FLOOR SLAB 6.2 MASONRY BLOCKS TO BE USED FOR EXTERNAL WALL SHALL BE OF LIGHT WEIGHT NON- LOAD BEARING CMU OR THE MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 10.5 MPa AT ON AGE OF 28 DAYS. 6.5 PROVIDE 300mm WIDTH EXPANDED METAL LATH BETWEEN CONCRETE & BLOCK WORKS. ALSO 6.4 MORTAR TO BE USED FOR GROUTING SHALL BE WITH RATIO OF, WITH A MINIMUM 1:1:6 CEMENT \ LIME \ SAND. MINIMUM CUBE STRENGTH 5 N/mm2. A MAXIMUM WEIGHT OF 1.5 KPa. 6.0 MASONRY BLOCKS: & RELEVANT APPROVED STANDARDS. 7.2 B.F.C. : 7.1 VERTICAL TIES : ANY APPROVED MASONRY BLOCK MARKED AS (Y) OR (T), HIGH YIELD STRENGTH DEFORMED BARS WITH MINIMUM CHARACTERISTIC STRENGTH OF 460N/mm2. ENGINEER. WHERE THE LAP SHOWN ON THE DRAWING, THE LAP LENGTH SHALL BE 50d FOR TENSION AS WELL AS COMPRESSION 4.3 NO ADDITIONAL LAP IN MAIN REINFORCEMENT SHALL BE PROVIDED WITH REBARS MARK "CONT" WITHOUT PRIOR APPROVAL OF THE 5.3 PRE CAST HOLLOW CORE CONCRETE SLAB THICKNESS SHALL BE OF 150 mm. THICK, AND FOR THE SUNK SLABS THICKNESS IS 150 mm. EQUAL TO 2KPa ONLY FOR THAT SUPPORTING THE WATER TANK AREA (ON THE ROOF), IT SHOULD BE DESIGNED TO A LIVE LOAD OF 5KPa. 3.7 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL THE CONCRETING PLAN SHOWING BAY NUMBERS AND THE SUCCESSION OF 3.9 BECAUSE OF THE CONDITION OF THE CHLORIDE ION IN THE AREA, THE CONTRACTOR WILL SUBMIT A METHOD STATEMENT ON THE TREATMENT REQUIRED, TO PREVENT THE ANODIC REACTION FROM DESTROYING THE STEEL, USED FOR REINF, AT LEAST 5.4 GROUTING FOR THE JOINT SHALL BE OF THE IMPORTANCE TO COVER ALL SPECIFICATIONS, AND A GOOD SEALANT FOR THE PRE-CAST UNITS. 5.1 HOLLOW CORE PRE - CAST CONCRETE SLABS, SHALL BE DESIGNED BY THE SUPPLIERS, THE LIVE LOAD FOR THE FIRST FLOOR & THE ROOF, 3.3 MAXIMUM PERCENTAGE (BY WEIGHT) OF SALT CONTENDS PERMISSIBLE IN AGGREGATES USED FOR CONCRETE, HOLLOW BLOCKS, (a) CHLORIDES AS CL-COURSE AGGREGATES-0.03% AND FINE AGGREGATES=0.06%. MEET THE REQUIREMENTS OF THE ABOVE. 4.1 THE REINFORCEMENT USED TO R.C. WORKS ARE AS FOLLOWS: - FOUNDATIONS CONCRETING, AT LEAST TWO WEEKS IN ADVANCE OF THE CONCRETING DATE. FOR A PERIOD EQUAL TO THE AGE ESTIMATED FOR THE PROPOSED BUILDING. (b) SULFATES AS SO4- COURSE AGGREGATES-0.2% AND FINE AGGREGATES=0.4%. 3.6 ALL CONCRETE WORKS TO BE CURED FOR AT LEAST SEVEN CONSECUTIVE DAYS. BARS, EXCEPT WHERE SHOWN OTHERWISE. 4.2 THE CLEAR COVER TO THE REINFORCEMENT INCLUDING LINKS SHALL BE AS FOLLOWS : STEEL REINFORCEMENT TO COMPLY WITH BS 4449, BS 4461, BS 4483 AND CUT BENT TO BS 4466. THE MATERIAL USED SHOULD BE NOT LESS OF THAT USED FOR THE BEAMS, (FCu=40 MPA, FY=460 MPA) OR MORE. 5.2 STEEL ANGLES AS SUPPORTS WILL BE PROVIDED IF RECOMMENDED BY THE SUPPLIER. 3.4 CLEAN AND WASHED SAND TO BE USED FOR ALL CONCRETE WORKS SHALL HAVE LOCAL APPROVED CERTIFICATE. 3.5 SUFFICIENT CHAMBER SHALL BE PROVIDED TO SHUTTERING WORKS OF R.C SLABS IN ACCORDANCE WITH BS 8110. 3.10 CONCRETING DURING HIGH TEMPERATURE IS NOT ALLOWED PROVIDED, THE CONTRACTOR / READY MIX SUPPLIER. 5.5 APPROVED SEALANT IS TO BE USED, TO COVER THE GROOVES BETWEEN THE UNITS. 3.8 UNIT WEIGHT OF LIGHT WEIGHT CONCRETE SCREED (AT ROOF) SHALL BE 600 kg/m3. - EXTERNAL EXPOSED R.C.SURFACE - COLUMNS IN SUPERSTRUCTURE 4.0 REINFORCEMENT - SLABS - BEAMS 5.0 SLABS : & SOLID BLOCKS, ETC. = 40mm. = 50mm. = 25mm. = 40mm. = 75mm. GENERAL NOTES & STRUCTURAL STANDARDS A Y10 @400 BARS TO BE PROVIDED. (THAT IS INCLUDING OPENING FOR WORK BELOW THE BEAMS SHALL BE BLOCK FILLED WITH CONCRETE WITH WINDOW S,DOORS & SILLS) AMMAR RAJAB SA'AR 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S01.dwg S 01 PROPOSED 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S07.dwg S 07 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S02.dwg S 02 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S03.dwg S 03 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S04.dwg S 04 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S05.dwg S 05 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S09.dwg S 09 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S08.dwg S 08 AMMAR RAJAB SA'AR -520894.5455833846 -520894.5455833846 G A R DE N G A R DE N PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. B A T H SS1 2 2 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION STRUCTURAL NOTES 1- WITH ARCHITECTURAL , MECHANICAL , ELECTRICAL DRAWINGS AND SPECIFICATION . LOCATION OF CONSTRUCTION JOINTS NOT SHOWN ON 2- DRAWINGS TO BE SUBMITTED FOR CONSULTANT APPROVAL . ANY DISCREPANCIES SHOULD BE BROUGHT TO THE NOTES 3- OF THE CONSULTANT AS EARLY AS POSSIBLE AND CLARIFIED PRIOR TO EXECUTION . 4- DEPTH OF EXCAVATION AS PER SITE INSTRUCTION . EXCAVATE THE SOIL UP TO HARD STRATA AND 5- BACK FILL WITH APPROVED FILLING MATERIALS IN LAYERS NOT EXCEEDING 300mm COMPACT EACH LAYER USING 15 TONS VIBRATOR ROLLER. 6- FOUNDATION HAS BEEN DESIGNED FOR A BEARING CAPACITY AT 300KN/m. IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THAT THIS BEARING CAPACITY IS ATTAINED AT FORMATION LEVEL OF 2 FOOTINGS WITH THE APPROVAL OF THE CONSULTANT ENGINEER . GENERALLY ALL SURFACES IN CONTACT WITH SOIL 7- TO BE PROTECTED BY APPLYING 2 COATS APPROVED BITUMINOUS PAINT UNLESS SPECIFIED OTHERWISE . 8- THE CONCRETE GRADE FOR R.C. WORKS SHALL HAVE AT LEAST MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AS FOLLOWS : a- f'(c)=35Mpa , FOR ALL SUBSTRUCTURES , SRC WITH SUPER PLASTICIZER + WATER PROOFER (PROLAPIN 421) + W/C RATIO NOT MORE THAN 0.39 (MIN. CEMENT CONTENT=400kg/m b- f'(c)= 40Kg/m, FOR ALL SUPERSTRUCTURE ORDINARY PORTLAND CEMENT 40Kg/m WITH W/C RATIO NOT MORE THAN 0.45 . c- f'(c)=25Mpa , FOR ALL GROUND, SLABS (S.R.C.) d- f'(c)=20Mpa , FOR ALL BLINDING PLAIN CONCRETE (S.R.C.) ALL CEMENT TO BE SULPHATE RESISTING CLASS V TO BS4027 . 9- SCHEDULE OF SLAB DEPTH SLAB REMARKS TOP BARS BOTTOM BARS -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 TYPICAL LINTEL BEAM DETAILS REMARKS MAIN TRANS TOP BARS A LENGTH B WIDTH DEPTH TRANS D MAIN BOTTOM BARS FOOTING SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS C1 COLUMN DIMENSION COL.NO MAIN BARS BINDERS C2 6 Y16 2T8-200c/c C4 4 Y 16 2T8-200c/c 4 Y16 + 4 Y 12 2T8-200c/c REMARKS MIDSPAN BEAM WIDTH DEPTH AT SUPPORT SCHEDULE OF TIE BEAM BOTTOM BARS BOTTOM BARS TOP BARS TOP BARS 6 Y16 + 4Y12 2T8-200c/c C3 \A1;D B \A1;10 VARIOUS UP TO HARD \A1;10 COLUMN 100 MAIN BOTTOM STEEL TRANS BOTTOM STEEL 150mm CRUSHER FINE DESERT FILL WELL COMPACTED STRATUM LEVEL TOP BARS DETAIL EDGE FOOTING \A1;D VARIOUS UP TO HARD COLUMN 10 2 COATS OF BIT. PAINT CORK PACK SEALANT 15 THK. CONCRETE SLAB T12@20 150mm CRUSHER FINE STRATUM LEVEL DETAIL OF ISOLATED FOOTING 20 N/MM sq CONCRETE BLINDING \A1;100 BOTTOM BARS TOP BARS \A1;10 Y12@200 STIRRUPS SECTION TIE BEAM (TB) d8@20 T12@200 D 10 \A1;15 \A1;10 \A1;5 B \A1;5 Slab On Grade. 150mm Concrete 1000G Polythene Sheets 15cm. Crushed Fine 2Coats Bituminous Paints Desert Fill Well Compacted Blinding Concrete. 15cm Crushed Fine -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 EARTH SECTION OF SLAB ON GRADE EARTH COMPACT WATER PROOFING MEMBRANE T12@170 10cm CRUSHER FINE Y10-200c/c Y12-200c/c 2LY10-200c/c TYPICAL INTERIOR WALL STRIP FOOTING (SF2) \A1;75 700 250 2Y12 4Y10 2Y12 150 LOAD BEARING WALL (FOR BOUNDARY WALL) (FOR LOCATION REFER ARCH. DWG) PAVEMENT LVL. OR GARDEN LVL NATURAL GROUND LVL OR WHICHEVER IS LOWEST (REF. ARCH. DWG ALSO) TYPICAL BEAM DIAGRAM TOP BARS STIRRUPS BOTTOM BARS STIRRUPS BOTTOM BARS -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 TOP BARS -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 Y10-200c/c Y12-200c/c 2LY10-200c/c TYPICAL EXTERNAL STRIP FOOTING (SF1) \A1;75 700 250 2Y12 4Y10 2Y12 LOAD BEARING WALL (FOR BOUNDARY WALL) (FOR LOCATION REFER ARCH. DWG) PAVEMENT LVL. OR GARDEN LVL NATURAL GROUND LVL OR WHICHEVER IS LOWEST (REF. ARCH. DWG ALSO) L /4 L /4 L /4 L /4 L /5 L /5 L /5 L /5 150 50mmSCREED PRECAST SLAB -520894.5455833846 -520894.5455833846 MESH. TO BE A-193 (7mm@200) 75mm (TYP.) POLYSTYRENE PLUG WITH PRECAST SLAB 50mm SCREED MESH. TO BE A-193 (7mm@200) 50mm SCREED \fSimplex|b0|i0|c0|p0;MESH A-193 (7mm@200 c/c) PRECAST SLAB DETAIL CHB WALL CHB WALL DOWEL Y8d @ 200c/c. DEPTH OF BEAM 75mm (TYP.) POLYSTYRENE PLUG WITH PRECAST SLAB JOINT GROUT FOAM STRIP REMOVED AFTER GROUTING HOLLOW CORE PRECAST SLAB ERECTION & JOINING DETAILS CONNECTION OF BEAM TO SLAB DETAILS CHB WALL - CORE SLAB ELELMENTS ARE 150 mm OR 200 mm DEEP - MAXIMUM LENGTH FOR 150 mm SLABS IS APPLY IN 7.0 m - MAXIMUM LENGTH FOR 150 mm IS APPLY IN 10 m - CORE ELEMENTS WEIGHT UP TO 40 TO 50% LESS THAN CONVENTIONAL SOLIDS OF THE SAME DIMENSION - CORE SLABS MUST BE HASE A ROUGH TOP FASE ALLOWING FOR GOOD BOND TO FLOOR FINISHES. - THE NOMINAL BEARING WIDTH IS 75 mm PRECAST HOLLOW CORE SLABS 50mm SCREED MESH A-193 (7mm@200 c/c) PRECAST SLAB CHB WALL W/ 200mm CEMENT PLASTERED DEPTH OF BEAM L /4 L /4 LIGHT WEIGHT CONCRETE SCREED WATER PROOFING SHALL BE PROVIDED 1000 G POLYTHENE SHEET BATH FLOOR TILES TOP BARS BOTTOM BARS VARIES 50 CHB WALL W/ 200mm CEMENT PLASTERED TYPICAL SUNKEN SLAB DETAIL CHB WALL W/ 200mm CEMENT PLASTERED TOP BARS BOTTOM BARS CHB WALL W/ 200mm CEMENT PLASTERED SOLID SLAB DETAIL -520894.5455833846 \A1;R O 8mm @ 500mm C/C -520894.5455833846 150 DEPTH OF BEAM 300 STARTER BARS. 36 BAR DIA. OF DEEPEST MEMBER IN FLOOR SYSTEM TIE SPACING SEE SCHEDULE. 75 TOS LV. VERT. BARS Ld-STD. ACI DEVEL LENGTH. OFFSET BEND 1:6 SLOPE (MAX.) EXTEND DISCONTINUED VER. BARS 36d. ABOVE SOFFIT FOR VERIFICATION BEAM REINF. NOT SHOWN 75 Ld. 75 4@75 (TYP.) 75 4@75 (TYP.) 75 36 BAR DIA. 4@75 (TYP.) PROVIDE DOWELS TO MATCH COL, REINF. TIES PLAN TOB LV. BOB LV. TOB LV. BOB LV. "W" REINFORCEMENT DETAIL NOT TO SCALE TYPICAL CONCRETE COLUMN Y12 @125 OC. TOP & BOT. Y10 @200 OC. TOP & BOT. Y10 @ 250 OC. Y10 150 Y12 @ 200 OC. TOP & BOT. Y12 @125 OC. TOP & BOT. FLOOR BEAM (SEE SCH.) 700 200 300 Y10 @200 OC. TOP & BOT. Y12@200 OC. 200X400 BEAM WITH 6-Y16 HORIZONTAL BAR &Y8 TIES @100 OC. 150 150 Y12 @125 OC. TOP & BOT. 200 300 CONC. BLINDING Y10 Y10 @ 250 OC. 75 6-Y12 Y12 @ 200 OC. TOP & BOT. Y12 @125 OC. TOP & BOT. 150 Y12 @125 OC. TOP & BOT. Y10 @200 OC. TOP & BOT. 12 THK. COMPRESSIBLE FILLER CONCRETE STAIR DETAILS NOT TO SCALE @ GROUND LEVEL @ MID LANDING @ EVERY FLOOR 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 1' 1 7 2 4 1' 1 3 7 2 5 A' A D H E A H C 9 8 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 F H' -520894.5455833846 C4 -520894.5455833846 -520894.5455833846 6 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 1 7 2 4 1 3 7 2 5 A D H E A H C -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 SCALE 1:125MTS. ROOF DECK FRAMING PLAN SCALE 1:125MTS. FIRST FLOOR FRAMING PLAN SCALE 1:125MTS. FOUNDATION PLAN -520894.5455833846 200 -520894.5455833846 FIRST FLOOR FRAMING PLAN ROOF DECK FRAMING PLAN SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS SCHEDULE OF TIE BEAM SCHEDULE OF BEAMS SCHEDULE OF SLAB TYPICAL LINTEL BEAM DETAILS STRUCTURAL DETAILS B1 CB1 B2 CB2 CB2 MID SPAN MARK B1 B2 BEAM B3 TOP BOT BOT SUPPORT MID SPAN mxm .30x.50 .30x.50 bxh TOP BAR AT BAR AT SUPPORT STIRRUPS/TIES ARRANGEMENT SPACING(mm) Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc BAR SCHEDULE OF BEAMS REMARKS B4 B5 B6 B7 B9 B8 B10 2Y-20mm 3Y-20mm 3Y-20mm 2Y-20mm 3Y-16mm 3Y-16mm 2Y-16mm 2Y-25mm 3Y-25mm 3Y-25mm 3Y-25mm 3Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm .30x.50 Y-8mmd @ 0.17m.oc .30x.50 CB2 CB1 Y-8mmd @ 0.17m.oc SEE DETAILED SECTION CB3 .25x.50 Y-8mmd @ 0.17m.oc 2Y-25mm 3Y-25mm 3Y-25mm 2Y-20mm 3Y-20mm 3Y-20mm 2Y-20mm 3Y-20mm 2Y-20mm Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc .20x.50 .20x.50 .20x.50 .20x.50 .20x.50 .20x.50 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm B4 B2 2Y-16mm 2Y-20mm 2Y-20mm 2Y-16mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm B4 B3 B1 CB2 CB2 B4 CB2 B8 B7 B8 B8 B7 B3 B9 B9 B9 B9 B9 B8 B7 B7 B8 B8 B8 B8 B9 B9 B9 B9 B9 B9 B8 B7 B7 B7 B8 B9 B9 B8 B7 B7 B7 B7 B7 B7 B8 B8 B9 B9 B8 CB4 .25x.50 Y-8mmd @ 0.17m.oc 2Y-16mm 2Y-16mm 2Y-16mm CB4 CB4 B5 B9 B9 B9 B6 B6 B6 B6 B6 B10 B10 B10 B6 B6 B6 B8 B8 B10 B10 B10 B10 B10 B5 B10 B9 B9 B10 B9 CB4 B9 B9 CB4 CB4 B9 B9 B9 B8 B8 B9 B7 B7 B7 B7 B7 .20x.50 .20x.50 3Y-12mm 3Y-12mm 3Y-12mm 3Y-12mm 2Y-16mm 2Y-16mm 2Y-16mm B7 B7 B7 B7 B7 B7 B7 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 B7 B7 B7 B7 CB3 B7 B10 -520894.5455833846 -520894.5455833846 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 B7 B7 B7 B8 B8 B8 B8 B7 B9 B8 B10 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F6 C3/F6 C3/F3 C3/F9 C3/F9 C3/F6 C3/F7 C3/F9 C3/F9 C3/F6 C3/F6 C3/F9 C4/F9 C4/F9 C3/F6 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 6 Y16 1T8-200c/c C5 -520894.5455833846 -520894.5455833846 C4 C4 C3 C3 C3 C3 C3 C3 C3 SF2 SF2 SF2 SF2 TB TB TB TB TB TB TB TB 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK DESERT FILL WELL COMPACTED ATTAIN 98% OPTIMUM MOISTURE CONTENT WELL COMPACTED AS PER CONSULTANT WELL COMPACTED AS PER CONSULTANT BOULDERS FILTER STONE (2"-4") -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 \A1;D VARIOUS UP TO HARD COLUMN 10 2 COATS OF BIT. PAINT CORK PACK SEALANT 15 THK. CONCRETE SLAB T12@20 150mm CRUSHER FINE STRATUM LEVEL FILLING MATERIALS 20 N/MM sq CONCRETE BLINDING \A1;100 DESERT FILL WELL COMPACTED ATTAIN 98% OPTIMUM MOISTURE CONTENT WELL COMPACTED AS PER CONSULTANT WELL COMPACTED AS PER CONSULTANT BOULDERS FILTER STONE (2"-4") -520894.5455833846 -520894.5455833846 -520894.5455833846 -520894.5455833846 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - FILLING MATERIALS - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S10.dwg S 10 AMMAR RAJAB SA'AR 2-STOREY VILLA CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK SS1 B7 OPEN 01 8 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 1300 2550 600 1925 3200 1900 2400 1300 1900 900 1700 1700 1300 450 200 300 200 300 300 1400 1500 400 400 450 1250 400 400 450 1250 \A1;DEPTH OF BEAM \A1;200 mm 4975 5125 3000 700 1850 3275 3000 3200 2700 4200 3700 3000 4599 4200 2110 6150 3800 2217 5100 4850 1575 2675 2175 8625 1975 1575 2400 600 1786 1425 2400 1100 1899 2999 2366 2439 1000 3000 2000 4975 5125 3000 700 3000 3200 2700 6150 3800 5100 4850 1575 2675 2175 8625 1975 1575 1900 1400 1150 1650 2450 3075 2600 1400 500 200 450 200 1980 3700 2450 4000 689 2900 2700 3800 6100 2400 3700 3700 6200 4900 1900 4300 5809 2450 5000 3900 6118 2218 EXP. JOINT EXP. JOINT 2997 2997 2504 2504 3495 EXP. JOINT EXP. JOINT 2110 1386 2303 EXP. JOINT 4211 2366 1786 1425 2400 1100 1899 2900 2999 500 6200 EXP. JOINT 2700 2700 2700 2700 2792 6000 251 \A1;L /4 \A1;L /4 \A1;L /4 \A1;L /4 \A1;0.15L \A1;0.15L \A1;0.15L \A1;0.15L 150 50 200 200 150 150 140 4416 2000 900 600 3600 3600 3500 11300 7000 2000 1800 450 700 450 2100 375 1150 375 1200 1050 1050 4200 375 1150 375 1400 1200 375 450 375 250 800 900 650 1400 650 1400 375 450 375 4200 375 1150 375 200 525 525 1200 250 800 900 800 325 325 1000 1100 1000 1000 1300 400 400 VARIES 400 1500 700 1500 750 1600 2100 900 700 700 700 700 600 1500 600 3600 3600 3500 11300 1786 1000 4211 1425 2366 4700 1500 911 1000 2400 1100 1899 2900 2999 500 700 800 1200 900 900 2600 1400 1400 1150 1650 800 1800 2585 1200 864 661 1000 2312 1388 2109 1800 900 1800 1550 1800 2600 400 850 900 1000 2000 1800 250 950 1475 800 500 500 500 110 110 250 250 350 250 108 1750 400 1200 800 800 700 300 1000 350 150 600 200 2100 3250 400 400 600 250 250 25 1500 800 325 75 800 6650 6900 5001 1899 6900 5100 1549 3000 400 4200 850 500 FOUNDATION 600 60 800 180 2100 900 2100 800 2100 1000 900 900 2100 2100 900 940 460 2100 750 3200 2100 1500 490 3000 2100 1500 700 1800 700 83 600 166 83 600 166 2100 473 150 1400 225 525 450 525 1250 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 75 50 75 200 150 1400 225 150 1400 225 150 1400 225 525 450 525 1250 525 450 525 1250 525 450 525 1250 1750 173 800 277 100 800 100 790 100 810 100 889 83 800 817 100 800 800 100 800 900 400 800 600 1525 165 645 165 450 800 555 100 791 404 1560 800 740 1431 800 1370 1000 150 650 301 150 1024 600 1525 1003 2997 2997 1930 2504 2504 200 200 250 1680 250 200 200 250 200 225 25 350 250 50 450 3600 3600 3000 450 3600 3600 3000 75 38 150 150 R37 150 150 660 599 700 100 1200 1800 450 450 450 450 450 1200 2100 900 450 250 100 900 100 145 800 351 1205 740 800 1560 100 940 460 100 100 900 2100 900 100 800 100 100 800 100 2100 100 400 400 450 1000 1100 1200 1200 1200 939 1011 400 100 1700 100 400 100 1200 100 450 450 450 450 2100 3200 1472 3000 1114 400 6677 12719 4195 6159 1880 4699 10500 6200 1100 3100 3600 3600 11300 6100 5400 700 2500 6218 13161 5000 2200 5961 2118 485 2682 433 2500 6400 300 1680 600 166 900 550 1250 300 300 300 1300 300 300 300 1400 1000 200 900 1800 200 1800 1800 1850 900 100 500 3900 1000 1250 1250 2850 600 1980 3700 2450 4000 689 2900 2700 3800 6100 2400 3700 3700 6200 4900 1900 4300 5809 2450 5000 3900 6118 2218 4100 1025 2100 300 5219 300 1100 1000 3700 3900 1200 681 5500 1600 1600 2800 1400 100 260 1740 200 1300 1000 400 800 800 3950 1800 500 1200 500 1300 1200 1114 3000 1472 3200 1164 706 1400 695 1000 900 600 1200 900 400 1900 750 1400 550 900 900 2600 800 910 652 300 1150 1350 424 800 277 \U+22052000 \U+22052600 6000 2501 3695 2032 R2200 251 600 1200 865 1200 250 900 250 900 4975 5125 3000 700 1850 3275 3000 3200 2700 4200 2100 1100 3700 3000 4599 4200 2110 6150 3800 1200 2217 5100 3900 4850 1575 2675 2175 8625 1975 1575 1325 700 1800 700 1725 83 600 166 83 600 3600 3600 3500 11300 400 900 700 1900 11300 800 1200 600 875 1000 100 350 1800 350 400 400 300 3550 2450 6650 8400 4200 2700 6200 707 1049 1401 5100 1350 550 1850 200 2200 6200 15050 1375 2700 4200 6200 6650 6900 5001 1899 6900 5100 1549 775 600 3600 3600 3500 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A - 01 - - - - - - - - - - - - - - - - Table Of Contents - - - - BAR CODE A - 01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND ARCHITECTURAL TABLE OF CONTENTS NOTE : THE CONTRACTOR MUST REQUEST EARLIER THE SUPPORTING DRAWINGS / DETAILS NEEDED IN THE PROJECT. STRUCTURAL ELECTRICAL PLUMBING SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. SHEET CONTENT(S) SHT. NO. S 01 GENERAL NOTES & STRUCTURAL STANDARDS S 02 FOUNDATION PLAN S 03 E 01 ELECTRICAL LEGEND NOTES TELEPHONE RISER DIAGRAM E 02 E 03 P 01 PLUMBING LEGEND NOTES TYPICAL DETAILED SECTION OF CONNECTION CHAMBER P 02 GROUND FLOOR DRAINAGE PLAN P 03 E 04 GROUND FLOOR LIGHTING LAYOUT FIRST FLOOR FRAMING TABLE OF CONTENTS A 01 A 04 FIRST FLOOR PLAN A 05 A 06 A 08 A 09 A 10 A 07 BATHROOM DETAILS A 02 AREA STATEMENT SITE DEVELOPMENT PLAN A 03 GROUND FLOOR PLAN FRONT ELEVATION LEFT SIDE ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION CROSS SECTION THRU "A" OPENING DETAILS DETAIL OF COMPOUND WALL ROOF DECK FLOOR PLAN SCHEDULE OF DOORS SCHEDULE OF WINDOWS GROUND FLOOR POWER LAYOUT FIRST FLOOR LIGHTING LAYOUT FIRST FLOOR DRAINAGE PLAN A 11 SCHEDULE OF FINISHES S 04 ROOF DECK FRAMING PLAN S 05 STRUCTURAL DETAILS S 06 STRUCTURAL DETAILS E 05 FIRST FLOOR POWER LAYOUT E 06 ROOF DECK ELECTRICAL LAYOUT P 04 ROOF DECK DRAINAGE PLAN This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-02 - - - - - - - - - - - - - - - - Site Development Plan - - - - BAR CODE A-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 04 27/02/07 CA MMA - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION RELOCATE OF OUTSIDE KITCHEN 01 12/2006 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-08 - - - - - - - - - - - - - - - - Section Thru A-A Section Thru B-B - - - BAR CODE A- 08 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-09 - - - - - - - - - - - - - - - - Boundary Wall Details Elevation - - - BAR CODE A- 09 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bathroom Details - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION 03 22/01/07 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-10 - - - - - - - - - - - - - - - - Opennings Details Schedule Of Doors - - - BAR CODE A-10 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Schedule Of Windows - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION - - - - - LEGEND -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 UP UP UP T E R R A C E POOL SWIMMING P O O L D E C K W A L K W A Y W A L K W A Y W A L K W A Y G A R A G E S I D E W A L K G A R DE N G A R DE N G A R DE N G A R DE N G A R DE N A L L E Y N E I G H B O U R N E I G H B O U R G A R DE N P R O P O S E D 2 - S T O R E Y V I L L A STAIRCASE AREA A R E A SERVICES AREA POOL KIDDIES SCALE 1:100 MTS. SITE DEVELOPMENT PLAN PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. R O A D -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 APPROVED WATERPROOFING -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 SECTION THRU B-B MASTER'S BEDROOM BATHROOM BEDROOM 03 GUEST RM. PORCH BATHROOM LIVING HALL ROOFDECK OFFICE/ SECTION THRU A-A F O U D A T I O N B E D F O U D A T I O N B E D SWIMMING POOL SLOPE SLOPE ROOFDECK STAIR WELL STAIR WELL STORAGE RISE = 150MM RUN = 300MM RISE = 150MM RUN = 300MM ROOM DRESSING BATHROOM SHOWER CLOSET FAMILY / LIVING LIVING HALL ROOF DECK SLAB Level : 7.65M. FIRST FLOOR SLAB Level : 4.05M. FINISH FLOOR LEVEL Level : 0.45M. STAIRCASE ROOF SLAB Level : 10.65M. Sidewalk Level Level : 0.00M. Road Level Level : -0.150M. ROOF DECK SLAB Level : 7.65M. FIRST FLOOR SLAB Level : 4.05M. FINISH FLOOR LEVEL Level : 0.45M. STAIRCASE ROOF SLAB Level : 10.65M. Sidewalk Level Level : 0.00M. Road Level Level : -0.150M. HALL ENTRY SCALE 1:100MTS. SCALE 1:100MTS. EXP. JOINT -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. C1 C1 C2 C2 C2 C2 Level : 0.150M. Road Level Level : 0.000M. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ELEVATION SCALE 1:50MTS. PLAN SCALE 1:50MTS. BOUNDARY WALL DETAIL SCALE 1:20MTS. SCALE 1:20MTS. 1700x1400 CHANGING 1250x1435 TOILET SHOWER 03 03 8 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 3500 x 1700 BATH 03 8 ELEV. + 550 mm. ELEV. + 150 mm. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 1800 x 2600 B A T H 03 8 ELEV. + 4150 mm. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 2500 x 3100 B A T H 03 9 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 3600 x 1800 B A T H 03 9 VOID -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ELEV. + 4150 mm. ELEV. + 4150 mm. BATHROOM DETAIL SCALE 1:50MTS. BATHROOM 01 BATHROOM 02 BATHROOM 03 BATHROOM 04 BATHROOM 05 BATHROOM 06 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 D-3 -560686.8941348459 -560686.8941348459 D-1 D-MD D-4 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 D-5 -560686.8941348459 -560686.8941348459 -560686.8941348459 W-1 W-2 W-3 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 W-4 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 W-5 W-6 W-7 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 S E A T I N G -560686.8941348459 -560686.8941348459 W-10 DETAIL OF OPENNINGS DOORS WINDOWS D-2 1SET (1-HOUR FIRE RESISTANT) WOODEN PANEL DOUBLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING, IN POLISHED FIN. OR APPROVED EQUAL. MAIN ENTRANCE 4 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR IN POLISHED FIN. OR APPROVED EQUAL. KIT., BdRms, MaidRm, Stair, Elec'l. 2 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR IN POLISHED FIN. OR APPROVED EQUAL. MASTER'S BEDROOM, MAJLIS 4 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING TRANSOM, IN POLISHED FIN. OR APPROVED EQUAL. KITCHEN, OFFICE, ROOF DECK 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR WITH 6MM THK. FXD. GLAZING WATER TANK W-11 1 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 4 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING ALL BATHROOM FLOOR LEVEL 1SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL BAY WINDOW 6MM THK GLASS CASEMENT POLISHED FIN. OR APPROVED EQUAL. MASTER BEDROOM FLOOR LEVEL This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-11 - - - - - - - - - - - - - - - - Schedule Of Finishes - - - - BAR CODE A-11 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND FLOOR WALL CEILING SKIRTING OTHERS DESCRIPTION SCHEDULE OF FINISHES MARBLE SLAB / TILES 300 x 300 mm. CERAMIC TILES (NON-SLIP) GARNITE SLAB / TILES 200 x 200 mm. CERAMIC TILES (NON-SLIP) CARPET CEMENT TILES PLAIN CEMENT FINISH INTERLOCKING PRECAST BLOCKS PLASTERED / PAINTED 200 x 200 mm. CERAMIC WALL TILES GYPSUM BOARD CLADDED INSULATED WALL / PAINTED GYPSUM BOARD CEILING ON STEEL FRAMES / PAINTED GYPSUM BOARD (MOISTURE PROTECTED) / PAINTED FIN. ALUMINUM SPANDREL CEILING ON STEEL FRAMES FAIR-FACED PAINT FINISH PLYWOOD BOARD ON STEEL FRAMES / PAINTED MARBLE SKIRTING GRANITE SKIRTING CERAMIC TILE SKIRTING CARPET SKIRTING PVC STRIP SKIRTING TEAKWOOD SKIRTING WATERPROOFING w/ C/S SCREEDING TEXTURED FINISH / PAINTED MARBLE WALL FINISH GROUND FLOOR GARAGE AREA PORCH STAIR BATH MAJLIS & DINING ROOM WALKWAY TOILET MAIN KITCHEN / DINETTE WATER TANK/PUMP ROOM SERVICE AREA OUTSIDE KITCHEN OUTSIDE TOILET BATH STORAGE STAIR HALL FAMILY HALL MASTER'S BEDROOM MASTER'S BATH WALK-IN CLOSET BEDROOM 01 BATH WATER TANK MAID'S ROOM FIRST FLOOR COMMON BATH WOOD LAMINATED MEDIUM DENSITY FIBER BOARD ROOF DECK FLOOR STORE WOOD PANEL BOARDS / PARQUET FLOORING VINYL WALL PAPER D M D GT D CT1 D CT2 D CPT D CMT D PC D IPB D WD D MDF D PP D GYP D CT D TEX D MW D G D GBM D AS D FFP D PW D MS D GS D CTS D CPS D PVC D TWS D WP D VWP This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-01 - - - - - - - - - - - - - - - - GENERAL ELECTRICAL NOTES TELEPHONE RISER DIAGRAM (BATELCO) - - - BAR CODE E-01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-02 - - - - - - - - - - - - - - - - GROUND FLOOR LIGHTING LAYOUT - - - - BAR CODE E-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 02 REVISION - - - - - REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-03 - - - - - - - - - - - - - - - - GROUND FLOOR POWER LAYOUT - - - - BAR CODE E-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-04 - - - - - - - - - - - - - - - - FRIST FLOOR LIGHTING LAYOUT - - - - BAR CODE E-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-05 - - - - - - - - - - - - - - - - FIRST FLOOR POWER LAYOUT - - - - BAR CODE E-05 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Electrical\E-06 - - - - - - - - - - - - - - - - ROOF DECK LIGHTING LAYOUT ROOF DECK POWER LAYOUT - - - BAR CODE E-06 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 02 REVISION ADD AC UNIT WP SOCKET 02 14/02/07 CA MMA REVISED OF MAID'S ROOM 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -01 - - - - - - - - - - - - - - - - PLUMBING LEGEND TYPICAL DETAILED SECTION OF CONNECTION CHAMBER - - - BAR CODE P-01 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: - REVISION - - - - - - - - - - - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -02 - - - - - - - - - - - - - - - - GROUND FLOOR DRAINAGE LAYOUT - - - - BAR CODE P-02 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION - - - - - SEWERAGE PIPE LINE IN ONE LINK 03 14/02/07 CA MMA LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -03 - - - - - - - - - - - - - - - - FRIST FLOOR DRAINAGE LAYOUT - - - - BAR CODE P-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - REVISED OR ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA - - - - - LEGEND This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing lumbing -04 - - - - - - - - - - - - - - - - ROOF DECK DRAINAGE LAYOUT - - - - BAR CODE P-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 01 REVISION - - - - - - 01 - - - - - - - - LEGEND LAMP POST WALL BRACKET LIGHT COMPOUND WALL LIGHT 30-40W FLUORESCENT LIGHT LIGHT DIFFUSER (2-15 / 20W) MIRROR LIGHT HALOGEN DOWNLIGHT 600 x 600mm. FLUORESCENT CHANDELIER LIGHT FIXTURE CEILING MOUNTED LIGHT ELECTRICAL LEGEND 13 Amp. W.P. switch SOCKET SMOKE DETECTOR TELEPHONE JUNCTION BOX PUMP SOCKET SWITCH MAIN DISTRIBUTION PANEL BOARD COOKER CONTROL UNIT ONE WAY SWITCH TWO WAY SWITCH TELEPHONE RECEPTACLE EXHAUST FAN CEILING FAN w/ LIGHT E.D. METER BOX HEAT DETECTOR WATER HEATER SPLIT-TYPE A.C.U. WINDOW-TYPE A.C.U. 13 Amp. switch SOCKET 20 Amp. switch SOCKET for A.C. TELEVISION RECEPTACLE BELL BELL PUSH INTERCOM I S H WEATHERPROOF BRACKET LIGHT ACU POOL PATH LIGHT FE TELEPHNE DISTRBUTION BOX -560686.8941348459 -560686.8941348459 DUCT SECTION WALL FLOOR LEVEL -560686.8941348459 20-25MM TO BE CONNECTED TO GROUND LEVEL -560686.8941348459 -560686.8941348459 BEND DUCT 38MM 90° -560686.8941348459 PLAN VIEW SINGLE WAY DUCT 38MM TELEPHONE RISER DIAGRAM (BATELCO) UNITS AT THE GROUND AND SPLIT CENTRAL OR 1. FOR AIR CONDITIONING SYSTEM, USE CENTRALIZED NOTES: INTERNAL WIRING FIRE EXTINGUISHER 2. ALL ELECTRICAL FIXTURES / ACCESSORIES ARE SUBJECT FOR CLIENT'S APPROVAL AND VERIFICATION. 3. CHANDELIER OR CEILING FAN, SWITCHES, OUTLETS AND OTHER FIXTURES MUST SAME AS EXISTING. SUBJECT FOR VERIFICATION BY THE CONTRACTOR. EMERGENCY LIGHT GROUND SPOT LIGHT 4. OTHER REQUIRED SHOP DRAWINGS ARE TO BE DONE THE CLIENT / ARCHITECT. BY THE CONTRACTOR AND WITH THE APPROVAL OF MDP SPLIT-TYPE UNIT AT FIRST FLOOR OR APPROVED EQUAL. SCALE 1:100 MTS. CONNECTION CHAMBER (CC) KITCHEN SINK WATER CLOSET WASH BASIN / LAVATORY SEPTIC TANK SHOWER TRAY SOAK AWAY PIT GULLY TRAP FLOOR TRAP PLUMBING LEGEND WASTE WATER PIPE (75mmd PVC) 100 mm d uPVC SOIL PIPE SOIL PIPE (100mmd PVC) 75 mm d uPVC WASTE PIPE 150 mm d uPVC SOIL PIPE VENT PIPE (75mmd PVC) CONNECTION CHAMBER CC FT SAP V G W S S . T BATH TUB BIDET C L 1:30Min D 200 800 `W' 800 200 1200 `H' CAST IRON MANHOLE COVER CLASS-B ENGINEERING BRICK WORK PAINTED WITH 3 COATS OF BITUMINOUS RUBBER EMULSION TYPICAL DETAILED SECTION OF 0.8D DD DECK DRAIN PIPES MUST TAPPED TO THE NEAREST DRAIN LINE. 2. ALL BATHROOM / KITCHEN FIXTURES AND ACCESSORIES 1. FOR AIR CONDITIONING SYSTEM, ALL DRAIN ARE SUBJECT FOR CLIENT'S APPROVAL AND VERIFICATION. NOTES: 100mmd DRY STAND PIPE DSP 3. OTHER REQUIRED SHOP DRAWINGS ARE TO BE DONE BY THE CONTRACTOR AND WITH APPROVAL OF THE CLEINT / ARCHITECT. SCALE 1:100MTS. GROUND FLOOR LIGHTING LAYOUT S S S S SCALE 1:100MTS. GROUND FLOOR LIGHTING LAYOUT S S S S SCALE 1:100MTS. GROUND FLOOR DRAINAGE LAYOUT FT FT FT CC1 TANK SEPTIC (VERIFY) CC2 150mmd LAID TO SLOPE IN 1:80 150mmd LAID TO SLOPE IN 1:80 CC7 CC8 A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN A/C TO GARDEN 75mmd RWP 75mmd RWP 75mmd RWP 75mmd RWP 75mmd RWP TAPPED TO NEAREST MAIN DRAINAGE LINE (VERIFY) MAIN WATER LINE SUMP WATER TANK B.TANK SCALE 1:100MTS. FIRST FLOOR DRAINAGE LAYOUT FT FT FT 100mmd SP 75mmd WP 75mmd VP 75mmd WP FT 100mmd SP 75mmd WP 75mmd VP 100mmd SP 75mmd WP 75mmd VP A/C TO GARDEN A/C TO GARDEN A/C TO ROOF A/C TO GARDEN 75mmd RWP 75mmd RWP 75mmd RWP V A L L E Y DD 75mmd RWP DD 75mmd RWP SCALE 1:100MTS. GROUND FLOOR POWER LAYOUT MDP I FE C.C.U FE I I I ACU SCALE 1:100MTS. ROOF DECK DRAINAGE LAYOUT DD 75mmd RWP DD 75mmd RWP V A L L E Y V A L L E Y ROOF DECK ROOF ROOF DECK WATER TANK OVERHEAD 650 GAL. FT A/C TO GARDEN SCALE 1:100MTS. FIRST FLOOR LIGHTING LAYOUT S S SCALE 1:100MTS. FIRST FLOOR POWER LAYOUT I I I I I FE MDP SCALE 1:100MTS. ROOF DECK LIGHTING LAYOUT SCALE 1:100MTS. ROOF DECK POWER LAYOUT ACU DD 75mmd RWP V A L L E Y CC5 CC6 FT 75mmd RWP ROOF DECK ROOF DECK ROOF DECK DOOF DECK -560686.8941348459 -560686.8941348459 02 REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA DN DN DN FT 100mmd SP 75mmd WP 75mmd VP PLOT AREA AREA STATEMENT ALLOWABLE FLOOR AREA 246.057 sq.m. AREA @ 180% OF PLOT 738.172 sq.m. ALLOWABLE BUILT-UP 410.096 sq.m. @ 60% OF PLOT TOTAL BUILT-UP AREA 516.97 sq. m. GROUND FLOOR AREA 192.10 sq. m. 33.02 sq. m. OUT SIDE KITCHEN AREA FRIST FLOOR AREA 207.70 sq. m. GARAGE AREA 38.44 sq. m. ROOF DECK FLOOR AREA 45.71 sq. m. FRONT ELEVATION REAR ELEVATION NOTE : ALL MATERIALS / FINISHES ARE SUBJECT FOR CLIENT'S APPROVAL. LEFT SIDE ELEVATION - ENTRANCE HALL OFFICE/GUEST BEDROOM TERRACE CHANGING ROOM BEDROOM 02 BEDROOM 03 ALCOVE KITCHEN BATH RIGHT SIDE ELEVATION - ELEVATIONS LIVING HALL POOL REVISED OF ROOF DECK @ SERVICE AREA 01 12/2006 CA MMA REVISED OF SERVICE AREA & OFFICE 01 12/2006 CA MMA This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-06 - - - - - - - - - - - - - - - - Front Side Elevation Right Side Elevation - - - BAR CODE A- 06 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 03 REVISION REPLACED A NEW ELEVATION 02 16/01/07 CA MMA MODIFIED OF ELEVATION 03 14/02/07 CA MMA LEGEND FRONT ELEVATION -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -560686.8941348459 RIGHT SIDE ELEVATION SCALE 1:100MTS. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -560686.8941348459 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-05 - - - - - - - - - - - - - - - - Roof Deck Plan - - - - BAR CODE A-05 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 05 27/02/07 CA MMA 04 - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 05 REVISION REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA LEGEND -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 S K Y L I G H T DN 2250 x 2600 WATER TANK 1200 x 2400 BATH A L C O V E 1450 x 1400 STORE 2600 x 2400 ROOM MAID'S D E C K R O O F 01 05 04 03 8 7 H 1 1 A A 7 H 3 5 3 5 SCALE 1:100MTS. ROOF DECK PLAN 7 H 7 3 3 H H H SCALE 1:100MTS. ROOF TOP PLAN 4 A A B B 7 7 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-04 - - - - - - - - - - - - - - - - FRIST FLOOR PLAN - - - - BAR CODE A-04 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 04 27/02/07 CA MMA - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 04 REVISION REMOVE OF SHELVE AT MASTER'S BR 01 12/2006 CA MMA 03 LEGEND -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 DN CLOSET A L C O V E A L C O V E WALK-IN B A T H 1800 x 2600 B A T H 3600 x 1800 B A T H UP OUTSIDE KITCHEN ROOF ABOVE 4900 x 4900 L I V I N G F A M I L Y S E A T I N G 6250 x 4800 B E D R O O M M A S T E R ' S 6450 x 4000 01 BEDROOM 4900 x 4600 02 BEDROOM 5950 x 4650 03 BEDROOM GARAGE ROOF ABOVE BOOK SHELVES BOOK SHELVES KITCHEN 4900 x 2000 1' 1 7 ARCH - 04 ARCH - 06 2 4 1' 1 3 7 2 5 A' A D H E A H C 03 03 01 01 04 01 8 9 SCALE 1:100MTS. FIRST FLOOR PLAN -560686.8941348459 -560686.8941348459 GROUND FLOOR BEAM GROUND FLOOR BEAM A A B B 7 7 1 1 1 12 10 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-03 - - - - - - - - - - - - - - - - Ground Floor Plan - - - - BAR CODE A-03 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - ALIGNED FRONT WALL AT GUEST BEDRM. 05 27/02/07 CA MMA 04 - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: 05 REVISION EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA MOVE OF KITCHEN, PUMP, STO., & TOILET 01 12/2006 CA MMA REFLECT WALL FROM NEW ELEVATION 03 16/0107 CA MMA LEGEND -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 UP UP UP UP T E R R A C E 6000 x 3800 POOL SWIMMING PORCH P O O L D E C K W A L K W A Y W A L K W A Y W A L K W A Y 2055x2675 PUMP ROOM WATER TANK / DINETTE 4700 x 2700 KITCHENETTE 4011 x 2700 KITCHEN DIRTY 2040x2200 STORAGE 9950 x 4700 H A L L L I V I N G 3900 x 3600 AREA DINING 4800 x 6500 MAJLIS 2300 x 4300 H A L L E N T R Y 5825 x 5800 G A R A G E 2 - C A R S I D E W A L K G A R DE N G A R DE N G A R DE N G A R D E N G A R DE N R O A D A L L E Y N E I G H B O U R N E I G H B O U R 5550 x 4100 GUEST BEDROOM OFFICE / 1611x1500 CHANGING 1250x1535 TOILET SHOWER 1' 1 PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. A' A B D F B D G H ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 600 mm. ELEV. + 450 mm. ELEV. + 450 mm. ELEV. + 400 mm. ELEV. + 150 mm. ELEV. + 150 mm. ELEV. + 450 mm. ELEV. ±0.00 mm. ELEV. + 600 mm. ELEV. + 600 mm. MD 03 03 03 02 04 04 1 1 2 2 5 4 3 12 1 ARCH - 01 ARCH - 02 ARCH - 03 SD 3 8 10 9 8 7 6 5 4 3 2 1 SCALE 1:100MTS. GROUND FLOOR PLAN A' H' A 8 8' 1' 1 3 6 2 9 1' 1 3 6 8 2 5 H' FIRST FLOOR CANTILEVER LINE FIRST FLOOR CANTILEVER LINE A A B B A 08 A 08 2112 x 1700 3260 x 1700 B A T H 03 B A T H 04 -560686.8941348459 03 03 -560686.8941348459 H -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ELEV. + 350 mm. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 03 -560686.8941348459 200 -560686.8941348459 -560686.8941348459 500 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 185 400 350 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the 2-STOREY VILLA PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. CLIENT AMMAR RAJAB FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 JONI MMA 29/11/06 AS SHOWN G:\2006 rojects\06BN017\Drawing\Architectural\A-07 - - - - - - - - - - - - - - - - Rear Side Elevation Left Side Elevation - - - BAR CODE A-07 SPECTRUM ENGINEERING LOCATION SA'AR PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. APPROVED BY: DATE: REVISION LEGEND -560686.8941348459 -560686.8941348459 -560686.8941348459 LEFT SIDE ELEVATION SCALE 1:100MTS. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -560686.8941348459 -560686.8941348459 -560686.8941348459 REAR ELEVATION SCALE 1:100MTS. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 ROOF DECK SLAB Level : 7.80M. FIRST FLOOR SLAB Level : 4.20M. FINISH FLOOR LEVEL Level : 0.60M. STAIRCASE ROOF SLAB Level : 11.30M. Sidewalk Level Level : 0.150M. Road Level Level : 0.00M. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 W-8 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 2 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL AWNING WINDOW WITH 6MM THK. FXD. GLAZING ALL BATHROOM W-9 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 12 12 11 11 W-12 -560686.8941348459 -560686.8941348459 -560686.8941348459 3 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING KITCHEN, DIRTY KITCHEN 2 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 5 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING OFF.,MAJLIS,DINING,BEDRM 2 & 3 1 SET (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW DOOR w/ 6 mm. THK. FIXED GLAZING LIVING HALL 4 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING BEDROOM-1, MAID'S RM., WATER TANK 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING WINDOW WITH 6MM THK. FXD. GLAZING BEDROOM-1 2 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL FIXED WINDOW WITH 6MM THK. FXD. GLAZING STAIR 11 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL FIXED WINDOW WITH 6MM THK. FXD. GLAZING STAIR -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 D-SD 1 SETS (1-HOUR FIRE RESISTANT) ALUMINUM PANEL SLIDING DOOR WITH 6MM THK. FXD. GLAZING MAJLIS -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA 03 02 16/01/07 CA MMA RELOCATE MAID'S BATH @ ROOF DECK 01 23/12/2006 CA MMA 02 02 16/01/07 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA RELOCATE MAID'S ROOM @ ROOF DECK 01 23/12/2006 CA MMA CHANGE OF WINDOW AT STAIR CASE 02 23/03/2006 CA MMA REPLACED A NEW ELEVATION REPLACED A NEW ELEVATION REPLACED A NEW ELEVATION CHANGED OF ALL WINDOWS -560686.8941348459 -560686.8941348459 9 SETS (1-HOUR FIRE RESISTANT) WOODEN PANEL SINGLE-LEAF SWING DOOR w/ 6 mm. THK. FIXED GLAZING TRANSOM, IN POLISHED FIN. OR APPROVED EQUAL. KITCHEN, TOILET, PUMP RM, CHANGING REFLECT WALL FROM NEW ELEVATION 02 16/0107 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA -560686.8941348459 -560686.8941348459 -560686.8941348459 EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA EXTEND OF GUEST ROOM AREA 02 01/03/07 CA MMA 1200 x 2400 BATH 8 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 03 ELEV. + 7600 mm. -560686.8941348459 -560686.8941348459 150 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 CC4 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 MODIFICATION OF BOUNDARY WALL -560686.8941348459 Y -560686.8941348459 300 25 mm dia. SLEEVE SOCKETS TV / SATELITE OUTLET FLOOR LEVEL SCALE 1:50MTS. ELEVATION-Y HB HB CC9 CC3 FLOOR LEVEL SCALE 1:50MTS. DETAIL "X-X" X X -560686.8941348459 16MM THK. GLAZING WITH ALUMINIUM -560686.8941348459 MODIFIED OF ELEVATION 03 14/02/07 CA MMA MODIFIED OF ELEVATION 03 14/02/07 CA MMA -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 MODIFIED OF ELEVATION 14/02/07 CA MMA MODIFIED OF ELEVATION 14/02/07 CA MMA MODIFIED OF ELEVATION & TOILET 14/02/07 CA MMA MODIFIED OF ELEVATION 14/02/07 CA MMA 03 R O O F R O O F -560686.8941348459 -560686.8941348459 -560686.8941348459 BASE PAD INTERNET A C U N I T S A C U N I T S HB HOSE BIBB / WATER LINE HB -560686.8941348459 250 200 FRAMING SKYLIGHT -560686.8941348459 -560686.8941348459 -560686.8941348459 FOR AC UNITS BASE PAD FOR AC UNITS 250 200 -560686.8941348459 Line of Diffrent Finshes -560686.8941348459 I -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 7 H 7 3 3 H H H SCALE 1:125MTS. ROOF TOP PLAN This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - FOUNDATION PLAN - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - GENERAL NOTES - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE PROPOSED REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: 3 REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S06.dwg - - - - - - - - - - - - - - - - - - - BAR CODE S 06 SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - STRUCTURAL DETAILS - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - - - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - DETAILS OF COLUMN-BEAM CONNECTION DETAILS OF STAIR - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 S I D E W A L K R O A D N E I G H B O U R N E I G H B O U R 1' 1 PROPERTY LINE, 21400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. A' A B D F B D G H A' H' A 8' 1' 1 3 6 2 9 1' 1 3 8 2 5 H' TB C2 C2 C2 C5 C5 SF1 SF1 SF1 SF1 SF1 SF4 SF1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 -560686.8941348459 C4/F6 C4/F8 C4/F9 C3/F5 C3 C3 C3 C3/F5 C3/F6 C3/F9 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 C2 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 PROPERTY LINE, 19400 mm. C4 C4 C4/F7 -560686.8941348459 C4 C2 C4 C4 SF1 SF1 SF1 SF1 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 C4/F8 C2 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 SF2 C2 C2 C1/F1 C3/F2 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL FOUNDATION - SOIL INVESTIGATION NOT DONE, ASSUMED VALUE, SOIL BEARING CAPACITY - 250 KPa. 2.1 THE STRUCTURE HAVE BEEN MODELED, ANALYZE AND DESIGN USING COMPUTER SOFTWARE, STAAD III, OTHER CARRIED OUT BY THE CONTRACTOR AS INSTRUCTED BY THE ENGINEER AT THE CONTRACTOR'S COST ALL EQUIPMENT 1.5 ANY TEST REQUIRED BY THE ENGINEER ON MATERIALS, SOIL STRATA, WORKMANSHIP OR ON COMPLETE WORKS SHALL BE REQUIREMENTS REFER TO STANDARD SPECIFICATIONS FOR BLDG. CONSTRUCTION, 1994, ISSUED BY MINISTRY OF WORKS, 1.6 DESIGN AND CONSTRUCTION SHALL COMPLY WITH BS 8110-1985. ONLY BASIC REQUIREMENTS ARE GIVEN HERE. FOR FURTHER 1.7 WHEREVER FILLING IS REQUIRED, IT SHALL BE FILLED WITH WELL GRADED CLEAN SAND OF APPROVED QUALITY, REQUIRED FOR SUCH TEST SHALL BE SUPPLIED BY THE CONTRACTOR ON DEMAND BY THE ENGINEER, FREE COST. OF WORKS ANY ERROR IS DETECTED AT ANY PART, THE CONTRACTOR SHALL RECTIFY THE SAME AT HIS OWN EXPENSE. THE CHEKING/APPROVAL BY THE ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY FOR AND ALIGNMENTS OF ALL PARTS OF THE WORK AND QUALITY AND FINAL FINISHES. IF AT ANY TIME DURING THE PROGRESS 1.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SETTING OUT OF WORKS, FOR CORRECTNESS OF POSITION, LEVELS TO TAKING UP RELATED WORKS. ENGINEER'S DECISION IN SUCH MATTERS SHALL BE FINAL WITHOUT ANY EXTRA CLAIM. 1.3 IN CASE OF DISCREPANCIES IN DETAILS OR MISSING DETAILS, THE ENGINEER MUST BE APPROACHED FOR DECISION PRIOR 1.14 ALL FOUNDATION & SLAB ON GRADE BED SHALL BE TREATED WITH ANTI-TERMITE CHEMICALS PRIOR FOR CONCRETING. (a) (M) f'c = 35Mpa. FOR ALL SUBSTRUCTURES, SRC WITH SUPER PLASTISIZER + WATER PROOFER(PROLAPIN 421) +W/C RATIO AS DECIDED BY THE ENGINEER. CUBE TEST RESULTS MUST BE SUBMITTED TO THE ENGINEER IMMEDIATELY AFTER TESTING. 3.2 MINIMUM SIX NUMBERS OF CONCRETE CUBES SHALL BE TAKEN FROM EACH DAY'S CONCRETING OR EACH 100m3 CONCRETE (b) (M) f'c = 30Mpa. FOR ALL SUPERSTRUCTURE, ORDINARY PORTLAND CEMENT kg/m3 WITH W/C RATIO NOT MORE 3.1 THE CONCRETE GRADE FOR R.C. WORKS SHALL HAVE AT LEAST MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AS FOLLOWS. 1.12 A LAYER OF POLYETHYLENE SHEET SHALL BE LAID UNDER ALL CONCRETE WORKS ATTACHED DIRECTLY TO SOIL. 1.11 ALL CONCRETE & CMU, IN DIRECT CONTACT WITH EARTH SHALL BE COATED WITH TWO COATS OF APPROVED 1.10 ALL SHUTTERING MATERIAL SHALL BE NEW AND UNUSED. FOR THE SUBSTRUCTURE CONCRETE WORKS, 100mm SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, 1.1 THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE (WITH "PIN - BASED" COLUMN). INTERNAL WALL - 1.50 KPa. EXTERNAL WALL - 2.64 KPa. 2.3 DESIGN GRAVITY LIVE LOADS. 2.2 DESIGN GRAVITY DEAD LOADS. 2.5 THE LATERAL LOAD RESISTING SYSTEM OF THIS BUILDING WAS TYPICAL FRAME - RIGID FRAME ACTION WIND NORMAL FORCE METHOD; 80 MPH, EXP. "B", I = 1.0, P = 16.4 PSF, 2.4 DESIGN LATERAL LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS. (c) (M) f'c = 25Mpa. FOR ALL GROUND SLABS.(S.R.C). NOT MORE THAN 0.39.(MIN CEMENT CONTENT= 400KG/m2) (d) (M) f'c = 20Mpa. FOR ALL BLINDING PLAIN CONCRETE.(S.R.C). SEISMIC, NOT APPLICABLE FLOORS - 1.90 KPa. ROOF - 1.75 KPa. FLOORS - 4.0 KPa. ROOF - 4.0 KPa. THAN 0.45. 3.0 CONCRETE : THE CORRECTNESS OF THE ABOVE. STATE OF BAHRAIN AND BS 8110. 2.0 DESIGN CRITERIA. HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. MASONRY - BS 5628 / ACI 530-95. CONCRETE - BS 8110 / ACI 318-99. GENERAL - BS 8110. / UNIFORM BUILDING CODE - 1991 INTENDED DESIGN STANDARDS. AND / OR CRITERIA ARE AS FOLLOWS. 1.8 IF WATER TABLE FOUND IN THE AREA, A PROPER DEWATERING METHOD, WILL BE CARRIED OUT IN LAYERS, NOT MORE THAN 200mm. EACH COMPACTED LAYER SHALL ATTAIN A DRY DENSITY WHICH 1.9 ALL DRAINAGE MANHOLES SHALL BE MADE WITH REINFORCED CONCRETE. BY THE CONTRACTOR WITH NO EXTRA COST. SHOULD BE A MINIMUM OF 95% OF OPTIMUM DENSITY AS SHOWN BY PROCTOR TEST. 1.2 NO DIMENSIONS ARE TO BE SCALED. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 1.13 A 50-75mm PLAIN CONCRETE (BLINDING) LAYER SHALL BE LAID UNDER ALL FOUNDATION. BLOCKWORK CAN BE USED IN LIEU OF WOOD SHUTTERING MATERIALS BITUMINOUS MATERIAL 1.0 GENERAL : 6.7 MASONRY BLOCK TO BE USED FOR INTERNAL WALL SHALL BE OF NON - LOAD BEARING CMU OR ANY APPROVED MASONRY BLOCK WITH 6.6 ALL CONCRETE BLOCKS SUPPLIED TO SITE SHALL HAVE LOCAL APPROVAL CERTIFICATE AND SHALL COMPLY WITH THE LOCAL ORDERS 6.3 ALL JOINTS BETWEEN COLUMNS AND BLOCK WORKS SHALL BE PROVIDED WITH G.I. ANCHORS AT 420mm c/c (EVERY ALTERNATIVE LAYER) . 6.1 ALL MASONRY BLOCKS TO BE USED BELOW GRADE SHALL BE CMU (CONCRETE MASONRY UNIT) CONFORMING TO ASTM, C-90, GRADE N-1. CORNER BEADS AND PLASTER STOPS SHALL BE PROVIDED AT ALL CORNERS AND PLASTER EDGES AS REQUIRED BY THE CONSULTANT. - ALL BLOCK WORKS CORNERS, T JUNCTION & THE LAST ROW OF BLOCK - ALL VERTICAL BARS OF COLUMNS AND WALLS SHALL PROJECT A DISTANCE AT LEAST EQUAL TO 800mm OR 50 X DIA. WHICHEVER 7.0 STABILITY EXTRA REINFORCEMENT : IS GREATER ABOVE AND EMBEDDED IN FLOOR SLAB 6.2 MASONRY BLOCKS TO BE USED FOR EXTERNAL WALL SHALL BE OF LIGHT WEIGHT NON- LOAD BEARING CMU OR THE MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 10.5 MPa AT ON AGE OF 28 DAYS. 6.5 PROVIDE 300mm WIDTH EXPANDED METAL LATH BETWEEN CONCRETE & BLOCK WORKS. ALSO 6.4 MORTAR TO BE USED FOR GROUTING SHALL BE WITH RATIO OF, WITH A MINIMUM 1:1:6 CEMENT \ LIME \ SAND. MINIMUM CUBE STRENGTH 5 N/mm2. A MAXIMUM WEIGHT OF 1.5 KPa. 6.0 MASONRY BLOCKS: & RELEVANT APPROVED STANDARDS. 7.2 B.F.C. : 7.1 VERTICAL TIES : ANY APPROVED MASONRY BLOCK MARKED AS (Y) OR (T), HIGH YIELD STRENGTH DEFORMED BARS WITH MINIMUM CHARACTERISTIC STRENGTH OF 460N/mm2. ENGINEER. WHERE THE LAP SHOWN ON THE DRAWING, THE LAP LENGTH SHALL BE 50d FOR TENSION AS WELL AS COMPRESSION 4.3 NO ADDITIONAL LAP IN MAIN REINFORCEMENT SHALL BE PROVIDED WITH REBARS MARK "CONT" WITHOUT PRIOR APPROVAL OF THE 5.3 PRE CAST HOLLOW CORE CONCRETE SLAB THICKNESS SHALL BE OF 150 mm. THICK, AND FOR THE SUNK SLABS THICKNESS IS 150 mm. EQUAL TO 2KPa ONLY FOR THAT SUPPORTING THE WATER TANK AREA (ON THE ROOF), IT SHOULD BE DESIGNED TO A LIVE LOAD OF 5KPa. 3.7 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL THE CONCRETING PLAN SHOWING BAY NUMBERS AND THE SUCCESSION OF 3.9 BECAUSE OF THE CONDITION OF THE CHLORIDE ION IN THE AREA, THE CONTRACTOR WILL SUBMIT A METHOD STATEMENT ON THE TREATMENT REQUIRED, TO PREVENT THE ANODIC REACTION FROM DESTROYING THE STEEL, USED FOR REINF, AT LEAST 5.4 GROUTING FOR THE JOINT SHALL BE OF THE IMPORTANCE TO COVER ALL SPECIFICATIONS, AND A GOOD SEALANT FOR THE PRE-CAST UNITS. 5.1 HOLLOW CORE PRE - CAST CONCRETE SLABS, SHALL BE DESIGNED BY THE SUPPLIERS, THE LIVE LOAD FOR THE FIRST FLOOR & THE ROOF, 3.3 MAXIMUM PERCENTAGE (BY WEIGHT) OF SALT CONTENDS PERMISSIBLE IN AGGREGATES USED FOR CONCRETE, HOLLOW BLOCKS, (a) CHLORIDES AS CL-COURSE AGGREGATES-0.03% AND FINE AGGREGATES=0.06%. MEET THE REQUIREMENTS OF THE ABOVE. 4.1 THE REINFORCEMENT USED TO R.C. WORKS ARE AS FOLLOWS: - FOUNDATIONS CONCRETING, AT LEAST TWO WEEKS IN ADVANCE OF THE CONCRETING DATE. FOR A PERIOD EQUAL TO THE AGE ESTIMATED FOR THE PROPOSED BUILDING. (b) SULFATES AS SO4- COURSE AGGREGATES-0.2% AND FINE AGGREGATES=0.4%. 3.6 ALL CONCRETE WORKS TO BE CURED FOR AT LEAST SEVEN CONSECUTIVE DAYS. BARS, EXCEPT WHERE SHOWN OTHERWISE. 4.2 THE CLEAR COVER TO THE REINFORCEMENT INCLUDING LINKS SHALL BE AS FOLLOWS : STEEL REINFORCEMENT TO COMPLY WITH BS 4449, BS 4461, BS 4483 AND CUT BENT TO BS 4466. THE MATERIAL USED SHOULD BE NOT LESS OF THAT USED FOR THE BEAMS, (FCu=40 MPA, FY=460 MPA) OR MORE. 5.2 STEEL ANGLES AS SUPPORTS WILL BE PROVIDED IF RECOMMENDED BY THE SUPPLIER. 3.4 CLEAN AND WASHED SAND TO BE USED FOR ALL CONCRETE WORKS SHALL HAVE LOCAL APPROVED CERTIFICATE. 3.5 SUFFICIENT CHAMBER SHALL BE PROVIDED TO SHUTTERING WORKS OF R.C SLABS IN ACCORDANCE WITH BS 8110. 3.10 CONCRETING DURING HIGH TEMPERATURE IS NOT ALLOWED PROVIDED, THE CONTRACTOR / READY MIX SUPPLIER. 5.5 APPROVED SEALANT IS TO BE USED, TO COVER THE GROOVES BETWEEN THE UNITS. 3.8 UNIT WEIGHT OF LIGHT WEIGHT CONCRETE SCREED (AT ROOF) SHALL BE 600 kg/m3. - EXTERNAL EXPOSED R.C.SURFACE - COLUMNS IN SUPERSTRUCTURE 4.0 REINFORCEMENT - SLABS - BEAMS 5.0 SLABS : & SOLID BLOCKS, ETC. = 40mm. = 50mm. = 25mm. = 40mm. = 75mm. GENERAL NOTES & STRUCTURAL STANDARDS A Y10 @400 BARS TO BE PROVIDED. (THAT IS INCLUDING OPENING FOR WORK BELOW THE BEAMS SHALL BE BLOCK FILLED WITH CONCRETE WITH WINDOW S,DOORS & SILLS) AMMAR RAJAB SA'AR 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S01.dwg S 01 PROPOSED 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S07.dwg S 07 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S02.dwg S 02 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S03.dwg S 03 2-STOREY VILLA AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S04.dwg S 04 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S05.dwg S 05 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S09.dwg S 09 AMMAR RAJAB SA'AR PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S08.dwg S 08 AMMAR RAJAB SA'AR -560686.8941348459 -560686.8941348459 G A R DE N G A R DE N PROPERTY LINE, 21400 mm. PROPERTY LINE, 19400 mm. PROPERTY LINE, 21400 mm. PROPERTY LINE, 19377mm. B A T H SS1 2 2 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION STRUCTURAL NOTES 1- WITH ARCHITECTURAL , MECHANICAL , ELECTRICAL DRAWINGS AND SPECIFICATION . LOCATION OF CONSTRUCTION JOINTS NOT SHOWN ON 2- DRAWINGS TO BE SUBMITTED FOR CONSULTANT APPROVAL . ANY DISCREPANCIES SHOULD BE BROUGHT TO THE NOTES 3- OF THE CONSULTANT AS EARLY AS POSSIBLE AND CLARIFIED PRIOR TO EXECUTION . 4- DEPTH OF EXCAVATION AS PER SITE INSTRUCTION . EXCAVATE THE SOIL UP TO HARD STRATA AND 5- BACK FILL WITH APPROVED FILLING MATERIALS IN LAYERS NOT EXCEEDING 300mm COMPACT EACH LAYER USING 15 TONS VIBRATOR ROLLER. 6- FOUNDATION HAS BEEN DESIGNED FOR A BEARING CAPACITY AT 300KN/m. IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THAT THIS BEARING CAPACITY IS ATTAINED AT FORMATION LEVEL OF 2 FOOTINGS WITH THE APPROVAL OF THE CONSULTANT ENGINEER . GENERALLY ALL SURFACES IN CONTACT WITH SOIL 7- TO BE PROTECTED BY APPLYING 2 COATS APPROVED BITUMINOUS PAINT UNLESS SPECIFIED OTHERWISE . 8- THE CONCRETE GRADE FOR R.C. WORKS SHALL HAVE AT LEAST MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AS FOLLOWS : a- f'(c)=35Mpa , FOR ALL SUBSTRUCTURES , SRC WITH SUPER PLASTICIZER + WATER PROOFER (PROLAPIN 421) + W/C RATIO NOT MORE THAN 0.39 (MIN. CEMENT CONTENT=400kg/m b- f'(c)= 40Kg/m, FOR ALL SUPERSTRUCTURE ORDINARY PORTLAND CEMENT 40Kg/m WITH W/C RATIO NOT MORE THAN 0.45 . c- f'(c)=25Mpa , FOR ALL GROUND, SLABS (S.R.C.) d- f'(c)=20Mpa , FOR ALL BLINDING PLAIN CONCRETE (S.R.C.) ALL CEMENT TO BE SULPHATE RESISTING CLASS V TO BS4027 . 9- SCHEDULE OF SLAB DEPTH SLAB REMARKS TOP BARS BOTTOM BARS -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 TYPICAL LINTEL BEAM DETAILS REMARKS MAIN TRANS TOP BARS A LENGTH B WIDTH DEPTH TRANS D MAIN BOTTOM BARS FOOTING SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS C1 COLUMN DIMENSION COL.NO MAIN BARS BINDERS C2 6 Y16 2T8-200c/c C4 4 Y 16 2T8-200c/c 4 Y16 + 4 Y 12 2T8-200c/c REMARKS MIDSPAN BEAM WIDTH DEPTH AT SUPPORT SCHEDULE OF TIE BEAM BOTTOM BARS BOTTOM BARS TOP BARS TOP BARS 6 Y16 + 4Y12 2T8-200c/c C3 \A1;D B \A1;10 VARIOUS UP TO HARD \A1;10 COLUMN 100 MAIN BOTTOM STEEL TRANS BOTTOM STEEL 150mm CRUSHER FINE DESERT FILL WELL COMPACTED STRATUM LEVEL TOP BARS DETAIL EDGE FOOTING \A1;D VARIOUS UP TO HARD COLUMN 10 2 COATS OF BIT. PAINT CORK PACK SEALANT 15 THK. CONCRETE SLAB T12@20 150mm CRUSHER FINE STRATUM LEVEL DETAIL OF ISOLATED FOOTING 20 N/MM sq CONCRETE BLINDING \A1;100 BOTTOM BARS TOP BARS \A1;10 Y12@200 STIRRUPS SECTION TIE BEAM (TB) d8@20 T12@200 D 10 \A1;15 \A1;10 \A1;5 B \A1;5 Slab On Grade. 150mm Concrete 1000G Polythene Sheets 15cm. Crushed Fine 2Coats Bituminous Paints Desert Fill Well Compacted Blinding Concrete. 15cm Crushed Fine -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 EARTH SECTION OF SLAB ON GRADE EARTH COMPACT WATER PROOFING MEMBRANE T12@170 10cm CRUSHER FINE Y10-200c/c Y12-200c/c 2LY10-200c/c TYPICAL INTERIOR WALL STRIP FOOTING (SF2) \A1;75 700 250 2Y12 4Y10 2Y12 150 LOAD BEARING WALL (FOR BOUNDARY WALL) (FOR LOCATION REFER ARCH. DWG) PAVEMENT LVL. OR GARDEN LVL NATURAL GROUND LVL OR WHICHEVER IS LOWEST (REF. ARCH. DWG ALSO) TYPICAL BEAM DIAGRAM TOP BARS STIRRUPS BOTTOM BARS STIRRUPS BOTTOM BARS -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 TOP BARS -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 Y10-200c/c Y12-200c/c 2LY10-200c/c TYPICAL EXTERNAL STRIP FOOTING (SF1) \A1;75 700 250 2Y12 4Y10 2Y12 LOAD BEARING WALL (FOR BOUNDARY WALL) (FOR LOCATION REFER ARCH. DWG) PAVEMENT LVL. OR GARDEN LVL NATURAL GROUND LVL OR WHICHEVER IS LOWEST (REF. ARCH. DWG ALSO) L /4 L /4 L /4 L /4 L /5 L /5 L /5 L /5 150 50mmSCREED PRECAST SLAB -560686.8941348459 -560686.8941348459 MESH. TO BE A-193 (7mm@200) 75mm (TYP.) POLYSTYRENE PLUG WITH PRECAST SLAB 50mm SCREED MESH. TO BE A-193 (7mm@200) 50mm SCREED \fSimplex|b0|i0|c0|p0;MESH A-193 (7mm@200 c/c) PRECAST SLAB DETAIL CHB WALL CHB WALL DOWEL Y8d @ 200c/c. DEPTH OF BEAM 75mm (TYP.) POLYSTYRENE PLUG WITH PRECAST SLAB JOINT GROUT FOAM STRIP REMOVED AFTER GROUTING HOLLOW CORE PRECAST SLAB ERECTION & JOINING DETAILS CONNECTION OF BEAM TO SLAB DETAILS CHB WALL - CORE SLAB ELELMENTS ARE 150 mm OR 200 mm DEEP - MAXIMUM LENGTH FOR 150 mm SLABS IS APPLY IN 7.0 m - MAXIMUM LENGTH FOR 150 mm IS APPLY IN 10 m - CORE ELEMENTS WEIGHT UP TO 40 TO 50% LESS THAN CONVENTIONAL SOLIDS OF THE SAME DIMENSION - CORE SLABS MUST BE HASE A ROUGH TOP FASE ALLOWING FOR GOOD BOND TO FLOOR FINISHES. - THE NOMINAL BEARING WIDTH IS 75 mm PRECAST HOLLOW CORE SLABS 50mm SCREED MESH A-193 (7mm@200 c/c) PRECAST SLAB CHB WALL W/ 200mm CEMENT PLASTERED DEPTH OF BEAM L /4 L /4 LIGHT WEIGHT CONCRETE SCREED WATER PROOFING SHALL BE PROVIDED 1000 G POLYTHENE SHEET BATH FLOOR TILES TOP BARS BOTTOM BARS VARIES 50 CHB WALL W/ 200mm CEMENT PLASTERED TYPICAL SUNKEN SLAB DETAIL CHB WALL W/ 200mm CEMENT PLASTERED TOP BARS BOTTOM BARS CHB WALL W/ 200mm CEMENT PLASTERED SOLID SLAB DETAIL -560686.8941348459 \A1;R O 8mm @ 500mm C/C -560686.8941348459 150 DEPTH OF BEAM 300 STARTER BARS. 36 BAR DIA. OF DEEPEST MEMBER IN FLOOR SYSTEM TIE SPACING SEE SCHEDULE. 75 TOS LV. VERT. BARS Ld-STD. ACI DEVEL LENGTH. OFFSET BEND 1:6 SLOPE (MAX.) EXTEND DISCONTINUED VER. BARS 36d. ABOVE SOFFIT FOR VERIFICATION BEAM REINF. NOT SHOWN 75 Ld. 75 4@75 (TYP.) 75 4@75 (TYP.) 75 36 BAR DIA. 4@75 (TYP.) PROVIDE DOWELS TO MATCH COL, REINF. TIES PLAN TOB LV. BOB LV. TOB LV. BOB LV. "W" REINFORCEMENT DETAIL NOT TO SCALE TYPICAL CONCRETE COLUMN Y12 @125 OC. TOP & BOT. Y10 @200 OC. TOP & BOT. Y10 @ 250 OC. Y10 150 Y12 @ 200 OC. TOP & BOT. Y12 @125 OC. TOP & BOT. FLOOR BEAM (SEE SCH.) 700 200 300 Y10 @200 OC. TOP & BOT. Y12@200 OC. 200X400 BEAM WITH 6-Y16 HORIZONTAL BAR &Y8 TIES @100 OC. 150 150 Y12 @125 OC. TOP & BOT. 200 300 CONC. BLINDING Y10 Y10 @ 250 OC. 75 6-Y12 Y12 @ 200 OC. TOP & BOT. Y12 @125 OC. TOP & BOT. 150 Y12 @125 OC. TOP & BOT. Y10 @200 OC. TOP & BOT. 12 THK. COMPRESSIBLE FILLER CONCRETE STAIR DETAILS NOT TO SCALE @ GROUND LEVEL @ MID LANDING @ EVERY FLOOR 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 1' 1 7 2 4 1' 1 3 7 2 5 A' A D H E A H C 9 8 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 F H' -560686.8941348459 C4 -560686.8941348459 -560686.8941348459 6 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 1 7 2 4 1 3 7 2 5 A D H E A H C -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 SCALE 1:125MTS. ROOF DECK FRAMING PLAN SCALE 1:125MTS. FIRST FLOOR FRAMING PLAN SCALE 1:125MTS. FOUNDATION PLAN -560686.8941348459 200 -560686.8941348459 FIRST FLOOR FRAMING PLAN ROOF DECK FRAMING PLAN SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS SCHEDULE OF TIE BEAM SCHEDULE OF BEAMS SCHEDULE OF SLAB TYPICAL LINTEL BEAM DETAILS STRUCTURAL DETAILS B1 CB1 B2 CB2 CB2 MID SPAN MARK B1 B2 BEAM B3 TOP BOT BOT SUPPORT MID SPAN mxm .30x.50 .30x.50 bxh TOP BAR AT BAR AT SUPPORT STIRRUPS/TIES ARRANGEMENT SPACING(mm) Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc BAR SCHEDULE OF BEAMS REMARKS B4 B5 B6 B7 B9 B8 B10 2Y-20mm 3Y-20mm 3Y-20mm 2Y-20mm 3Y-16mm 3Y-16mm 2Y-16mm 2Y-25mm 3Y-25mm 3Y-25mm 3Y-25mm 3Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm 2Y-25mm .30x.50 Y-8mmd @ 0.17m.oc .30x.50 CB2 CB1 Y-8mmd @ 0.17m.oc SEE DETAILED SECTION CB3 .25x.50 Y-8mmd @ 0.17m.oc 2Y-25mm 3Y-25mm 3Y-25mm 2Y-20mm 3Y-20mm 3Y-20mm 2Y-20mm 3Y-20mm 2Y-20mm Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc .20x.50 .20x.50 .20x.50 .20x.50 .20x.50 .20x.50 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm B4 B2 2Y-16mm 2Y-20mm 2Y-20mm 2Y-16mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm 2Y-20mm Y-8mmd @ 0.20m.oc Y-8mmd @ 0.20m.oc 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm 2Y-16mm B4 B3 B1 CB2 CB2 B4 CB2 B8 B7 B8 B8 B7 B3 B9 B9 B9 B9 B9 B8 B7 B7 B8 B8 B8 B8 B9 B9 B9 B9 B9 B9 B8 B7 B7 B7 B8 B9 B9 B8 B7 B7 B7 B7 B7 B7 B8 B8 B9 B9 B8 CB4 .25x.50 Y-8mmd @ 0.17m.oc 2Y-16mm 2Y-16mm 2Y-16mm CB4 CB4 B5 B9 B9 B9 B6 B6 B6 B6 B6 B10 B10 B10 B6 B6 B6 B8 B8 B10 B10 B10 B10 B10 B5 B10 B9 B9 B10 B9 CB4 B9 B9 CB4 CB4 B9 B9 B9 B8 B8 B9 B7 B7 B7 B7 B7 .20x.50 .20x.50 3Y-12mm 3Y-12mm 3Y-12mm 3Y-12mm 2Y-16mm 2Y-16mm 2Y-16mm B7 B7 B7 B7 B7 B7 B7 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 B7 B7 B7 B7 CB3 B7 B10 -560686.8941348459 -560686.8941348459 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 SS2 B7 B7 B7 B8 B8 B8 B8 B7 B9 B8 B10 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F9 C3/F6 C3/F6 C3/F3 C3/F9 C3/F9 C3/F6 C3/F7 C3/F9 C3/F9 C3/F6 C3/F6 C3/F9 C4/F9 C4/F9 C3/F6 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 6 Y16 1T8-200c/c C5 -560686.8941348459 -560686.8941348459 C4 C4 C3 C3 C3 C3 C3 C3 C3 SF2 SF2 SF2 SF2 TB TB TB TB TB TB TB TB 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 100mm THK. SLAB ON GRADE WITH BRC A-142 , TYPICAL 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA 2-STOREY VILLA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK DESERT FILL WELL COMPACTED ATTAIN 98% OPTIMUM MOISTURE CONTENT WELL COMPACTED AS PER CONSULTANT WELL COMPACTED AS PER CONSULTANT BOULDERS FILTER STONE (2"-4") -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 \A1;D VARIOUS UP TO HARD COLUMN 10 2 COATS OF BIT. PAINT CORK PACK SEALANT 15 THK. CONCRETE SLAB T12@20 150mm CRUSHER FINE STRATUM LEVEL FILLING MATERIALS 20 N/MM sq CONCRETE BLINDING \A1;100 DESERT FILL WELL COMPACTED ATTAIN 98% OPTIMUM MOISTURE CONTENT WELL COMPACTED AS PER CONSULTANT WELL COMPACTED AS PER CONSULTANT BOULDERS FILTER STONE (2"-4") -560686.8941348459 -560686.8941348459 -560686.8941348459 -560686.8941348459 This drawing as instrument of service, are the property of , whether the object for which they are made is executed or not. It shall be unlawful for any person, without the PROJECT TITLE REV. DATE NOTES BY CHK. STAMPS - - - - repetition of and for other projects, whether executed partly or in whole. written consent of the Architect, to duplicate or to make copies of said documents for use in the SHEET CONTENT(S) DRAWING NO. APPROVED BY: DATE: REVISION LEGEND CLIENT FILE NAME ARCHITECT ELEC'L. ENGR. MECH'L. ENGR. SANITARY PROJECT NO. DRAWN BY CHECKED BY DATE SCALE STRUC'L. ENGR. - - - - - - - - - - - - - - - - FILLING MATERIALS - - - BAR CODE SPECTRUM ENGINEERING LOCATION PO Box 54524, Manama, Kingdom of Bahrain Tel. no.: (+973) 17 273337 Fax no.: (+973) 17 274447 E-mail: spectrum@spectrumlb.com Website: www.spectrumlb.com ARCHITECTS ENGINEERS CONSULTANTS C.R. no.: 52326 EPP/FB/113 ACCREDITED O 0 9 0 1 : 0 2 0 0 IS SRTCI UALITY ASTERS Q M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECTRUM ENGINEERING CONSULTANTS s.a.r.l. PROPOSED 3 M. HARB AKC N. HAMDAR R. SAKR M. KAISS 06BN017 MC MMA 01/07 AS SHOWN G:\2006 rojects\06BN017\Drawing\Structural\S10.dwg S 10 AMMAR RAJAB SA'AR 2-STOREY VILLA CHANGE OF WINDOW AT STAIR CASE 02 23/03/06 CA MMA 01 23/12/06 CA MMA REFLECT NEW ROUND ROOF 03 16/01/07 CA MMA RELOCATE MAID'S ROOM @ROOF DECK SS1 B7 OPEN 01 8 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 DINING \A1;6751 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;2198 \A1;2180 \A1;28313 \A1;6298 \A1;2287 \A1;16897 \A1;2322 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;16635 \A1;2060 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 \A1;2287 \A1;16897 \A1;2322 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;16635 \A1;2060 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;2198 \A1;2180 \A1;28313 \A1;6298 \A1;6751 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;2198 \A1;2180 \A1;6298 \A1;2287 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 \A1;4475 \A1;2700 \A1;5400 \A1;19369 \A1;4486 \A1;14883 \A1;12575 \A1;12485 \A1;19383 \A1;3778 \A1;3105 \A1;12500 \A1;400 \A1;100 \A1;200.0000 \A1;400.0000 \A1;400.0000 \A1;200.0000 \A1;400.0000 \A1;200.0000 \A1;250.0000 \A1;250.0000 CANTELEVAR (L3) 160 900 END SPAN (L1) 50 150 \A1;200 250 D W D W D W D W L/4 300 160 150 INTERIOR SPAN (L2) 42 x 0 300 L/4 300 150 \A1;240 0.15 L2 L2/4 0.15 L1 L1/4 0.15 L1 L1/4 0.15 L2 L2/4 800 180 60 140 \A1;600 \A1;200 \A1;200 \A1;150 \A1;150 \A1;600 \A1;200 \A1;200 \A1;2500 \A1;200 \A1;200 \A1;151 \A1;151 \A1;431 \A1;5000 \A1;500 \A1;1055 \A1;432 \A1;75 \A1;75 \A1;2200 \A1;750.1018 \A1;3200.0000 \A1;3520.0000 \A1;449.8085 \A1;3520.1915 \A1;VARIES \A1;100.0000 \A1;49.9999 \A1;50.0000 \A1;300.0000 \A1;200.0000 \A1;50.0000 \A1;225.0000 \A1;100.0000 \A1;300.0000 \A1;200.0000 \A1;100.0000 \A1;500.0000 \A1;VARIES \A1;300.0000 \A1;1600 \A1;500 \A1;500 \A1;1600 \A1;1600 \A1;500 \A1;500 \A1;1100 \A1;1100 \A1;1000 \A1;800 \A1;2300 \A1;1800 \A1;2000 \A1;2500 \A1;1000 \A1;2100 \A1;800 \A1;2100 \A1;899.6317 \A1;2100.0000 \A1;1600 \A1;1200 \A1;900 \A1;900 \A1;1200 \A1;600 \A1;1100 \A1;900 \A1;1550 \A1;1600 \A1;1550 \A1;900 \A1;1050 \A1;1200 \A1;900 \A1;1050 \A1;300.0000 \A1;300.0000 \A1;3279.6691 \A1;1899.9999 \A1;4160.1655 \A1;4160.1655 \A1;1600.0000 \A1;208 GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI Site Neighbor Road Location Plan Scale 1:200 BY REVISIONS: CONSULTANT: REV. No DATE PROJECT: DRAWING TITLE: LOCATION PLAN SITE DEVELOPMENT PLAN REMARKS AR-01 DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: SCALE: 1:200 SITE DEVELOPMENT PLAN FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI Neighbor Neighbor Neighbor Neighbor Neighbor Neighbor MJA GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI 1 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E UP D2 W1 W1 W1 D3 D3 HALL W1 W1 FAMILY HALL CORRIDOR BATH GARAGE D4 W3 W1 W3 D4 D3 D4 KITECHEN 1 Store BEDROOM 1 BEDROOM 1 4.00 x 4.00 m 4.55 x 4.00 m 4.00 x 6.98 m 4.30 x 4.30 m 6.03 x 5.20 m 2.00 x 1.80 m 7.75 x 2.78 m 2.78 x 2.50 m BATH 1.50 x 1.90 m DRESS 1.50 x 1.90 m W1 D4 W3 BATH 2.00 x 2.50 m 2.90 x 5.40 m STAIR ROOM M.BEDROOM 5.90 x 5.20 m D3 B D C 6 3 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 A' A 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 1' 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 1 2 5 7 9 10 13 15 B F H 14 12 11 10 8 7 4 1 J I G F E B D C 6 3 A' A 1' J I MAIN VILLA STAIRCASE GARAGE 1 4 5 3 2 ALL WORKS AND MATERIALS SHALL BE IN ST-02 AR-03 AR-06 DOORS & WINDOWS DETAIL EL-01 221.50 SQ.M. 42.62 SQ. M. 16.41SQ. M. AREA 280.53 SQ.M. BUILT UP AREA : GROUND FLOOR AREA SERVICE AREA TOTAL AREA PLOT AREA = 465 sqm. GARAGE AREA 1 GENERAL NOTES: 4 5 3 ACCORDANCE WITH PWA SPECIFICATIONS 1994. DO NOT SACLE THE DRAWINGS. ENGINEERING DRAWINGS. 2 THE CONTRACTOR SHALL LOCATE & VERIFY ALL WITH ALL RELATED ARCHITECTURAL AND EACH DRAWING SHALL BE READ IN CONJUNCTION PROPERTY LINES OF CONSTRUCTION WORKS ANY DISCREPANCIES IN DRAWINGS SAHLL BE BROUGHT TO THE ATTENTION OF THE CONSULTANT BEFORE PROCEEDING WITH SHEET TITLE LIST OF DRWINGS SHEET No AR-05 AR-04 ST-03 ST-05 ST-01 AR-02 AR-01 FRAMING DETAILS ELEVATIONS FRAMING PLAN FOUNDATION DETAILS FOUNDATION PLAN DOORS & WINDOWS DETAIL GROUND FLOOR PLAN ROOF FLOOR PLAN PL-03 PL-01 PLUMBING LAYOUT ELECTYRICAL LAYOUT LOCATION, SITEPLAN PLUMBING DETAILS FIRST FLOOR PLAN ST-04 FRAMING PLAN EL-02 ELECTYRICAL LAYOUT PL-02 PLUMBING LAYOUT THE WORK INVOLVED. FOUNDATION PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS ST-01 SCALE: 1:100 FOUNDATION PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA 1 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E 203900.9116144413 B D C 6 3 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 ST1 203900.9116144413 203900.9116144413 203900.9116144413 A' A 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 1' 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST2 ST1 ST1 ST3 ST3 ST3 ST2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 F1 C1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 C1 F2 F2 C2 F3 C1 F1 C1 F4 REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: FIRST FRAMING PLAN ST-02 SCALE: 1:100 FIRST FRAMING PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E B D C 6 3 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 1' 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C1 C1 C3 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB FB3 FB3 FB3 FB1 FB1 FB1 FB1 FB2 FB2 FB2 FB1 FB3 C3 C3 C3 C3 C3 C3 C3 F3 ST3 F3 F3 F3 C1 F1 C1 F1 C1 F2 C3 C3 C3 C3 C3 C3 C3 C3 C1 C1 C1 ST-03 ROOF FRAMING PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS S.ROOF FRAMING PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA C1 C3 C3 C3 C3 FB1 FB1 FB1 FB1 2 5 13 B I 4 I F E B 6 203900.9116144413 203900.9116144413 203900.9116144413 13 2 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 ROOF FRAMING PLAN SCALE: 1:100 COLUMN MUST STOP AT 1ST FLOOR BLINDING CONC. 1000G. POLYTHENE SHEET 600 100 Y 12 @ 150 mm c/c Y 16 @ 150 mm c/c 300 100 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) SCALE NTS FOOTING DETAIL (ST4) 35 N/MM SQ SLAB CORK PACK SEALANT W/BRC. A 124 100 CRUSHER FINE COMPACTED DESERT FILL R8 @200 c/c CRUSHER FINE W/BRC. A 142 CORK PACK SEALANT BLINDING CONC. 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) HOLLOW BLOCKS FILLED CONCRETE (SRC) TYP. WITH GRADE C35/10 35 N/MM SQ SLAB 1000G. POLYTHENE SHEET 200mm HOLLOW BLOCKS FOOTING DETAIL (ST3) SCALE NTS 100 200 300 VARIES 100 1000 MICRONS THICKNESS R8 @200 c/c BITUMINOUS PAINT (TYP.) 200 100 VARIES 200 OUTSIDE D.P.C. REMARKS 100mm THK CONC SLAB 35 n/mm WITH SRC. FLOOR SLAB 50 THK. COMPACTED CRUSHER FINE TWO COATS OF APPROVED BITOMINOUS PAINT SIZE OF FOOTINGS 100 100 1200x1200 ISOLATED FOOTING DETAIL(F1) 100 500 1200 LENGHT TYPE OF FOOTING ISOLATED F1 MARK SCHEDULE OF FOOTING 203900.9116144413 SCALE NTS FOOTING DETAIL (ST1) 100 INSIDE Y 16 @ 150 mm c/c Y12 @ 150 mm c/c D.P.C. 100 800 2Y 16 2Y 12 2Y 16 INSIDE CORK PACK SEALANT BLINDING CONC. CRUSHER FINE W/BRC. A 142 100 1000G. POLYTHEEN SHEET INSIDE 200mm HOLLOW BLOCKS 2 Y 16 1 Y 12 2 Y 12 2 Y 16 4 Y 16 R12 @ 200 c/c COMPACTED DESERT FILL 35 N/MM SQ SLAB 203900.9116144413 COMPACTED DESERT FILL 100 100 2 Y 12 2 Y 16 W/BRC. A 124 CRUSHER FINE 2 Y 16 BLINDING CONC. INSIDE 600 COMPACTED DESERT FILL Y 12 @ 400 mm c/c Y 16 @ 150 mm c/c Y 12 @ 150 mm c/c 200mm HOLLOW BLOCKS CORK PACK SEALANT 1000G. POLYTHENE SHEET 35 N/MM SQ SLAB 2 STARTER BARS SAME AS COLUMN BARS 1000G POLYTHENE SHEET KORK PACK PARASEAL BRC A-142 VERT. BARS AS PER SCHEDULE Y12 150 c/c B.W. DESERT FILL WELL COMPACTED DESERT FILL BASE RE-BARS AS PER SCHEDULE 150 THK. BLINDING OUTSIDE 1000 MICRONS THICKNESS D.P.C. 200 VARIES 300 100 R8 @ 200 mm c/c BITUMINOUS PAINT (TYP.) SCALE NTS FOOTING DETAIL (ST2) BOTTOM (BOH WAYS) Y16 d 150 c/c WIDTH 1200 DEPTH 400 R E I N F O R C E M E N T TOP (BOH WAYS) ÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜ BLINDING CONC. 1000G. POLYTHENE SHEET CORK PACK SEALANT 600 100 200mm HOLLOW BLOCKS INSIDE Y 12 @ 150 mm c/c Y 16 @ 150 mm c/c 200 300 100 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) D.P.C. SCALE NTS FOOTING DETAIL (ST5) 35 N/MM SQ SLAB W/BRC. A 124 100 CRUSHER FINE COMPACTED DESERT FILL DATE REV. No GENERAL NOTES: REVISIONS FOUNDATION DETAILS ST-04 BY Y16 d 150 c/c 400 1200 1200 ISOLATED/ECCENTRIC F2 203900.9116144413 203900.9116144413 C2 R8 @ 200 c/c 6Y16 203900.9116144413 203900.9116144413 C1 203900.9116144413 6Y16 R8 @ 200 c/c 1:20 M. SCALE COLUMN DETAILS Y16 d 150 c/c 203900.9116144413 203900.9116144413 C3 203900.9116144413 R8 @ 200 c/c 6Y12 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA RB1 2Y12 R8 @ 200 c/c 203900.9116144413 Y12 @ 150 c/c Y12 @ 150 c/c 203900.9116144413 203900.9116144413 TYPE. DET. OF HANDRAIL S T I R R U P S R8 @ 200 c/c R8 @ 200 c/c GROUND BEAM HARDCORE TWO COATS OF BIT. PAINT DESERT FILL SECTION THROUGH SUNKEN SLAB SECTION -D AT CANTELEVAR SECTION -B AT MIDSPAN 203900.9116144413 TYPICAL PARAPET DETAILS 50mm THK SCREED. HOLLOW CORE SLAB. WATERPROOFING MEMBRANE. SCALE NTS. 203900.9116144413 203900.9116144413 Y12 @ 150 c/c. 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 R.C. COPING. BLOCKWORKS. STIRRUPS AT NEAR SUPPORT EXTRA SUPPORT BARS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS SECTION -C B 203900.9116144413 STIRRUPS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS 203900.9116144413 A 203900.9116144413 AT SUPPORT SECTION -A 203900.9116144413 Y12@ 150 c/c 203900.9116144413 GROUND FLOOR LEVEL 203900.9116144413 203900.9116144413 COLUMN Y12 @ 150 c/c EXTRA BARS 203900.9116144413 SCHEDULE OF BEAMS 203900.9116144413 FB2 FB1 BLOCKWORK Y12 @ 150 c/c LANDING LEVEL LANDING LEVEL MARK 50mm THK SCREED. HOLLOW CORE SLAB. BLOCKWORKS. BOT. STRAIGHT BARS EXTRA SUPPORT BARS STIRRUPS TOP STRAIGHT BARS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS STIRRUPS C WATERPROOFING MEMBRANE LIGHTWEIGHT CEMENT CONC. 500 200 Y12 @ 150 c/c FLOOR LEVEL BOTTOM 4Y16 CENTRE STIFFINER 203900.9116144413 Y12 @ 150 c/c 203900.9116144413 DIMENSION DEPTH 400 400 WIDTH 200 200 2Y16 2Y16 BOTTOM TOP TOP 4Y16 SUPPORT Y12 @ 150 c/c 203900.9116144413 MID. SPAN GROUT WITH MORTAR FILLING TYPICAL STAIR FLIGHT DETAIL ST-05 GENERAL NOTES: DATE BEAM SCHEDULE & DETAILS D MARBLE FINISHED 203900.9116144413 203900.9116144413 R E M A R K S REV. No REVISIONS REMARKS BY 700 MICRONS SCREED TO PARAPET DETAIL 1000 G. POLYTHENE SHEET WATERPROOFING-INSULATION DRAIN 203900.9116144413 ROOF CONCRETE MEMBRANE y FALL DETAIL -X THERMO-SHIELD ALUMINUM REFLECTIVE WATERPROOF PAINT (WHITE COLOR) 35mm POLYSTERENE FOAM ROOF OUTLET DRAIN SCREED BED SLOPE 1:80 FB3 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 2Y16 2Y16 2Y16 2Y12 2Y16 2Y20+2Y16 2Y16 2Y16 2Y20+2Y16 RB2 R8 @ 200 c/c 200 2Y12 2Y12 2Y12 2Y12 300 2Y12 4Y16 2Y16 200 400 FB4 2Y16 4Y16 R8 @ 200 c/c R8 @ 200 c/c 4Y16 2Y16 400 200 2Y16 4Y16 2Y16 2Y12 2Y16 2Y16 2Y16 4Y16 2Y16 2Y16 200 200 400 400 4Y16 R8 @ 200 c/c R8 @ 200 c/c RB4 RB3 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S.ALI MJA FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI EL-01 ELECTRICAL LAYOUT REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: BELL PUSH FIRE ALARM CHIME BELL IFA TELEPHONE DISTRIBUTION BOX CONTROL PANEL WATER HEATER B.S.E.D. METER POWER BREAKER DISTRIBUTION BOARD WATER HEATER SWITCH TWO WAY SWITCH ONE WAY SWITCH A/C UNIT WINDOW TYPE 20 AMP. SWITCH FOR A/C 45 AMP. COOKER SWITCH 13 AMP. SOCKET OUTLET GARDEN LIGHT TELEVISION TELEPHONE DOUBLE WALL BRACKET LIGHT SPLIT UNIT A/C BOUNDARY WALL LIGHT WALL BRACKET LIGHT OUTSIDE WEATHER PROOF LIGHT ROUND FLUORESCENT LIGHT FLUORESCENT LAMP 4X20W SPOT LIGHT M WH PB EXHAUST FAN FAN REGULATOR FLUORESCENT LAMP 2X40W FLUORESCENT LAMP 1X40W CHANDELIER LIGHT CEILING FAN ELECTRICAL SYMBOLS INTERCOM CEILING MOUNTED LIGHT CEILING LIGHT SPEAKER GROUND LIGHT SCALE: 1:100 G.F.ELECTRICAL LAYOUT SIDE VIEW 20mm TO BE CONNECTION 5-50 PAIR CABLE CAN BE USED FOUNDATION TO INTERNAL WIRING NOTE 38mm DUCT FLOOR LEVEL FLOOR LEVEL TELEPHONE DISTRIBUTION BOX 203900.9116144413 203900.9116144413 38mm-90° BEND PVC DUCT WALL PLAN VIEW 203900.9116144413 203900.9116144413 PB M IFA CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED MJA UP D2 W1 W1 W1 D3 D3 HALL W1 W1 FAMILY HALL CORRIDOR BATH GARAGE D4 W3 W1 W3 D4 D3 D4 KITECHEN 1 Store BEDROOM 1 BEDROOM 1 4.00 x 4.00 m 4.55 x 4.00 m 4.00 x 6.98 m 4.30 x 4.30 m 6.03 x 5.20 m 2.00 x 1.80 m 7.75 x 2.78 m 2.78 x 2.50 m BATH 1.50 x 1.90 m DRESS 1.50 x 1.90 m W1 D4 W3 BATH 2.00 x 2.50 m 2.90 x 5.40 m STAIR ROOM M.BEDROOM 5.90 x 5.20 m D3 UP D4 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS PLUBING LAYOUT PL-01 VENT PIPE (75%MM PYC) SOIL PIPE (100%MM PYC) MANEHOLE PIPE LINE 50mm PIPE LINE 75mm PIPE LINE 150mm PIPE LINE 100mm SEPTIC TANK ROOF DRAIN GREASE TRAP MH T ST V S PLUMBING LEGEND: G.F. PLUBING LAYOUT SCALE: 1:100 WATER TANK WT CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S. ALI MJA UP D4 MH S V T MH T S V MH MH S V T MH T 203900.9116144413 MANHOLE PLAN DETAIL OF MANHOLE INLET SECTION B-B SECTION A-A 203900.9116144413 OUTLET A INLET OUTLET PLUMBING DETAILS REV. No 203900.9116144413 203900.9116144413 1 : 12 MIN. CROSSFALL SCALE 1:25 HALF ROUND CLAYWARE CHANNEL LAID TO FALL NOT LESS THAN 203900.9116144413 203900.9116144413 INLET 1 IN 50 A MANHOLE COVER 75 mm THK CON. BLINDING 2 COATS OF BITUMINOUS PAINT HALF ROUND d 100 UPVC PIPE 150 mm FILLED BLOCKWORK 150 mm FILLED BLOCKWORK 2 COATS OF BITUMINOUS PAINT INLET 75 mm THK CON. BLINDING GREASE TRAP G PIPE LINE 150mm PIPE LINE 100mm PIPE LINE 50mm MANEHOLE PIPE LINE 75mm FLOOR TRAP ROOF DRAIN SEPTIC TANK SOIL PIPE (100%MM PYC) MH S ST T PLUMBING LEGEND: VENT PIPE (75%MM PYC) V BY REVISIONS DATE REMARKS PL-03 WITHIN THE CAVITY OF BOUNDARY WALL METHOD OF FIXING WATER GAUGE METER FOR DOMESTIC USE 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 INLET PIPE 203900.9116144413 ELEVATION SCALE: 1:20 M. 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 SEPTIC TANK PLAN MH VENT PIPE TO BE PLUGGED FOR OUTLET PIPE FUTURE CONNECTION CONCRETE SLAB 50mm THK SCREED. SECTION SCALE: 1:20 M. 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 SCALE: 1:5 M. SECTION DETAIL 5 1 4 9 7 8 6 3 2 203900.9116144413 INLET PIPE OUTLET PIPE LEGEND: ALUMINIUM FRAME WITH DOOR ON THE WALL IT IS THE RESPONSIBILITY OF WATER DISTRIBUTION DIRECTORATE TO FIX THE GAUGE (METER) AND OTHER ACCESSORIES (SHADED AREA). ADHESIVE SEALANT TO PREVENT PENETRATION OF PVC PIPE 50 MM. d FIXED VERTICALLY WITH 45° INCLINATION NEAR THE BASE AND AT A DEPTH OF 500 MM FORM THE EARTH SURFACE. END POINT OF WATER DISTRIBUTION DIRECTORATE CUSTOMER'S GATE VALVE ON THE LINE CONNECTING THE CUSTOMER'S PRIVATE PIPE COMING OUT FROM THE CAVITY PART IN THE BLOCK OR CONCRETE PVC PIPE 50 MM. d RESPONSIBILITY. TO THE TANK. THE GATE VALVE. WORK. 9 8 6 7 5 DUST. 4 3 2 1 MARK: CONCRETE C45P MESH REINFORCEMENTS A-252 SEPTIC TANK SECTION CAST IRON MANHOLE COVER CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S. ALI MJA MH ST FIRST FLR. LEV. GR. FLR. LEV. S.ROOF DECK LEV. ROOF FLR. LEV. 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 AR-05 REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: ELEVATIONS FRONT ELEVATION SCALE: 1:100 SCALE: 1:100 REAR ELEVATION SCALE: 1:100 RIGTH SIDE ELEVATION LEFT SIDE ELEVATION SCALE: 1:100 AR-06 REVISIONS REV. No DATE REMARKS BY 1100 x 1600+500 1600+500 W8 203900.9116144413 R8@150 c/c 150 BLOCK WRK. 300X300 CONC. COL. WEATHER PROOF LIGHT 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 50mm RECCESS 203900.9116144413 100mm BLINDING 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 4Y12 R8@ 200c/c GROUND LVL. SECTION Z - Z 203900.9116144413 4Y12 203900.9116144413 PLAN ELEVATION BOUNDARY WALL SCALE: 1:100 W6 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 BOUNDARY WALL DETAILS DOORS ,WINDOWS DETAIL & GENERAL NOTES: THE CONTRACTOR SHALL LOCATE & VERIFY ALL WITH ALL RELATED ARCHITECTURAL AND EACH DRAWING SHALL BE READ IN CONJUNCTION PROPERTY LINES OF CONSTRUCTION WORKS WITH PWA SPECIFICATIONS 1994. DO NOT SACLE THE DRAWINGS. ANY DISCREPANCIES IN DRAWINGS SAHLL BE BROUGHT ALL WORKS AND MATERIALS SHALL BE IN ACCORDANCE TO THE ATTENTION OF THE CONSULTANT BEFORE PROCEEDING WITH THE WORK INVOLVED. ENGINEERING DRAWINGS. 3 4 5 1 2 WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL WINDOW SCHEDULE WITH ACRYLIC SHEET DECORATIVE WROUGHT IRON GATE DOOR SCHEDULE WOODEN SINGLE SHUTTER WITH EXT.ALUMINUM DOOR. WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL WINDOW DESCRIPTION STRUCTURAL DOOR NO. 900x 2100 DOOR WITH APPD.PRIMER & PAINT. 1000x 2100 DOOR WITH APPD.PRIMER & PAINT. 1100x 2200 1800 x 2300 OPENING WINDOW WINDOW WINDOW ALU. DOUBLE GLAZED SWING ALU. DOUBLE GLAZED SLIDING ALU. DOUBLE GLAZED SLIDING 1100 x 1550 WINDOW DESCRIPTION ALU. DOUBLE GLAZED SLIDING ALU. DOUBLE GLAZED SLIDING 1600 x OPENING STRUCTURAL WINDOW SECTIONS IRONMOMGERY AS/ARCHITECT APPL. AS/ARCHITECT APPL. AS/ARCHITECT APPL. SECTIONS SECTIONS SECTIONS POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL QUANTITY G.F. ROOF REMARKS SECTIONS POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL QUANTITY G.F. ROOF F.F. F.F. D1 W1 W5 D2 D3 D4 D5 SCALE: 1:50 WINDOWS DETAIL SCALE: 1:50 DOORS DETAIL WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL DOOR WITH APPD.PRIMER & PAINT. 900x 2100 203900.9116144413 203900.9116144413 AS/ARCHITECT APPL. AS/ARCHITECT APPL. 203900.9116144413 203900.9116144413 W2 W3 1600 x 1550 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 W4 203900.9116144413 203900.9116144413 203900.9116144413 Z Z 1600 x 1200 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 W7 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 600 x 1200 ALU. DOUBLE GLAZED SWING WINDOW POWDER COATED STANDARD TECHNAL SECTIONS SECTIONS POWDER COATED STANDARD TECHNAL WINDOW ALU. DOUBLE GLAZED SWING 800 x 1000 POWDER COATED STANDARD TECHNAL SECTIONS ALU. DOUBLE GLAZED SWING WINDOW 1050+1200 1050+1200 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 203900.9116144413 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED MJA MJA UP D2 W1 W1 W1 D3 D3 HALL W1 W1 FAMILY HALL CORRIDOR BATH GARAGE D4 W3 W1 W3 D4 D3 D4 KITECHEN 1 Store BEDROOM 1 BEDROOM 1 4.00 x 4.00 m 4.55 x 4.00 m 4.00 x 6.98 m 4.30 x 4.30 m 6.03 x 5.20 m 2.00 x 1.80 m 7.75 x 2.78 m 2.78 x 2.50 m BATH 1.50 x 1.90 m DRESS 1.50 x 1.90 m W1 D4 W3 BATH 2.00 x 2.50 m 2.90 x 5.40 m STAIR ROOM M.BEDROOM 5.90 x 5.20 m D3 G A R DE N D2 ELEV. + 150 mm. DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 \A1;750.1018 \A1;3200.0000 \A1;3520.0000 \A1;449.8085 \A1;3520.1915 \A1;VARIES 60 140 \A1;100 \A1;1100 \A1;900 \A1;1550 \A1;1600 \A1;1550 \A1;900 \A1;1050 \A1;1200 \A1;900 \A1;1050 \A1;300.0000 \A1;300.0000 \A1;3279.6691 \A1;1899.9999 \A1;4160.1655 \A1;4160.1655 \A1;1600.0000 \A1;208 \A1;2000 \A1;2500 \A1;1000 \A1;2100 \A1;800 \A1;2100 \A1;899.6317 \A1;2100.0000 \A1;1600 \A1;1200 \A1;900 \A1;900 \A1;1200 \A1;600 \A1;100.0000 \A1;49.9999 \A1;50.0000 \A1;300.0000 \A1;200.0000 \A1;50.0000 \A1;225.0000 \A1;100.0000 \A1;300.0000 \A1;200.0000 \A1;100.0000 \A1;500.0000 \A1;VARIES \A1;300.0000 \A1;1600 \A1;500 \A1;500 \A1;1600 \A1;1600 \A1;500 \A1;500 \A1;1100 \A1;1100 \A1;1000 \A1;800 \A1;2300 \A1;1800 \A1;400 \A1;2200 \A1;200 \A1;200 \A1;2500 \A1;200 \A1;200 \A1;151 \A1;151 \A1;431 \A1;5000 \A1;500 \A1;1055 \A1;432 \A1;75 \A1;75 \A1;600 \A1;200 \A1;200 \A1;150 \A1;150 \A1;600 800 180 300 150 \A1;240 0.15 L2 L2/4 0.15 L1 L1/4 0.15 L1 L1/4 0.15 L2 L2/4 300 160 150 INTERIOR SPAN (L2) 42 x 0 300 L/4 \A1;200 250 D W D W D W D W L/4 \A1;200.0000 \A1;400.0000 \A1;400.0000 \A1;200.0000 \A1;400.0000 \A1;200.0000 \A1;250.0000 \A1;250.0000 CANTELEVAR (L3) 160 900 END SPAN (L1) 50 150 \A1;4475 \A1;2700 \A1;5400 \A1;19369 \A1;4486 \A1;14883 \A1;12575 \A1;12350 \A1;19383 \A1;3778 \A1;3105 \A1;12500 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;2180 \A1;6298 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 \A1;2180 \A1;6751 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;28313 \A1;6298 \A1;16897 \A1;2322 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;16635 \A1;2060 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 \A1;6751 \A1;4500 \A1;4230 \A1;4750 \A1;1698 \A1;4205 \A1;8730 \A1;7749 \A1;2780 \A1;3105 \A1;6098 \A1;2180 \A1;28313 \A1;6298 \A1;16897 \A1;2322 \A1;4475 \A1;2700 \A1;5400 \A1;2000 \A1;6200 \A1;16635 \A1;2060 \A1;4200 \A1;2975 \A1;5400 \A1;2000 \A1;2700 \A1;2700 \A1;2100 \A1;2100 9600 6600 3000 17000 3800 3200 5400 4600 2000 2600 690 1490 3800 2000 7490 4400 3800 600 5502 7800 1400 1200 2000 2400 1400 3800 1350 \A1;17000 \A1;4175 \A1;5250 \A1;3400 \A1;4175 \A1;2150 \A1;17690 \A1;4175 \A1;1625 \A1;3625 \A1;1700 \A1;4865 \A1;9600 \A1;4425 \A1;5175 \A1;3800 \A1;5425 \A1;4175 \A1;3025 \A1;4450 \A1;2125 \A1;1700 \A1;4075 \A1;3025 \A1;17000 \A1;4175 \A1;5250 \A1;2150 \A1;4175 \A1;1625 \A1;3625 \A1;9600 \A1;4425 \A1;5175 \A1;3800 \A1;4075 \A1;9600 \A1;2775 \A1;3800 \A1;4175 \A1;3025 \A1;4450 \A1;2125 \A1;1700 \A1;17000 \A1;3400 \A1;4175 \A1;17690 \A1;3625 \A1;1700 \A1;4865 \A1;9600 \A1;3800 \A1;5425 \A1;5800 \A1;9425 \A1;7575 \A1;8265 \A1;4175 \A1;3025 \A1;4450 \A1;2125 \A1;1700 \A1;17000 \A1;4175 \A1;5250 \A1;3400 \A1;4175 \A1;2150 \A1;17690 \A1;4175 \A1;1625 \A1;3625 \A1;1700 \A1;4865 \A1;9600 \A1;4425 \A1;5175 \A1;3800 \A1;5425 \A1;4075 \A1;17000 \A1;4175 \A1;5250 \A1;2150 \A1;4175 \A1;1625 \A1;3625 \A1;9600 \A1;4425 \A1;5175 \A1;3800 \A1;3025 \A1;4075 \A1;9600 \A1;7575 \A1;8265 \A1;2775 \A1;3800 \A1;5800 \A1;9425 \A1;17000 \A1;3400 \A1;4175 \A1;17690 \A1;3625 \A1;1700 \A1;4865 \A1;9600 \A1;3800 \A1;5425 \A1;4175 \A1;3025 \A1;4450 \A1;2125 \A1;1700 \A1;17000 \A1;4175 \A1;5250 \A1;3400 \A1;4175 \A1;2150 \A1;17690 \A1;4175 \A1;1625 \A1;3625 \A1;1700 \A1;4865 \A1;9600 \A1;4425 \A1;5175 \A1;3800 \A1;5425 \A1;4175 \A1;3025 \A1;4450 \A1;2125 \A1;1700 \A1;4075 SCALE 1:100MTS. 2nd FLOOR PLAN GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI Site Neighbor Road Location Plan Scale 1:200 BY REVISIONS: CONSULTANT: REV. No DATE PROJECT: DRAWING TITLE: LOCATION PLAN SITE DEVELOPMENT PLAN REMARKS AR-01 DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: SCALE: 1:200 SITE DEVELOPMENT PLAN FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI Neighbor Neighbor Neighbor Neighbor Neighbor Neighbor MJA GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI GROUND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 SCALE: 1:100 GROUND FLOOR PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI 1 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E UP D2 W1 W1 W1 D3 D3 HALL W1 W1 FAMILY HALL CORRIDOR BATH GARAGE D4 W3 W1 W3 D4 D3 D4 KITECHEN 1 Store BEDROOM 1 BEDROOM 1 4.00 x 4.00 m 4.55 x 4.00 m 4.00 x 6.98 m 4.30 x 4.30 m 6.03 x 5.20 m 2.00 x 1.80 m 7.75 x 2.78 m 2.78 x 2.50 m BATH 1.50 x 1.90 m DRESS 1.50 x 1.90 m W1 D4 W3 BATH 2.00 x 2.50 m 2.90 x 5.40 m STAIR ROOM M.BEDROOM 5.90 x 5.20 m D3 B D C 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A' A 5 5 5 5 5 5 5 1' 5 5 5 5 5 5 5 5 5 5 1 2 5 7 9 10 13 15 B F H 14 12 11 10 8 7 4 1 J I G F E B D C 6 3 A' A 1' J I MAIN VILLA STAIRCASE GARAGE 1 4 5 3 2 ALL WORKS AND MATERIALS SHALL BE IN ST-02 AR-03 AR-06 DOORS & WINDOWS DETAIL EL-01 221.50 SQ.M. 42.62 SQ. M. 16.41SQ. M. AREA 280.53 SQ.M. BUILT UP AREA : GROUND FLOOR AREA SERVICE AREA TOTAL AREA PLOT AREA = 465 sqm. GARAGE AREA 1 GENERAL NOTES: 4 5 3 ACCORDANCE WITH PWA SPECIFICATIONS 1994. DO NOT SACLE THE DRAWINGS. ENGINEERING DRAWINGS. 2 THE CONTRACTOR SHALL LOCATE & VERIFY ALL WITH ALL RELATED ARCHITECTURAL AND EACH DRAWING SHALL BE READ IN CONJUNCTION PROPERTY LINES OF CONSTRUCTION WORKS ANY DISCREPANCIES IN DRAWINGS SAHLL BE BROUGHT TO THE ATTENTION OF THE CONSULTANT BEFORE PROCEEDING WITH SHEET TITLE LIST OF DRWINGS SHEET No AR-05 AR-04 ST-03 ST-05 ST-01 AR-02 AR-01 FRAMING DETAILS ELEVATIONS FRAMING PLAN FOUNDATION DETAILS FOUNDATION PLAN DOORS & WINDOWS DETAIL GROUND FLOOR PLAN ROOF FLOOR PLAN PL-03 PL-01 PLUMBING LAYOUT ELECTYRICAL LAYOUT LOCATION, SITEPLAN PLUMBING DETAILS FIRST FLOOR PLAN ST-04 FRAMING PLAN EL-02 ELECTYRICAL LAYOUT PL-02 PLUMBING LAYOUT THE WORK INVOLVED. FOUNDATION PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS ST-01 SCALE: 1:100 FOUNDATION PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA 1 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E 5 B D C 6 3 5 5 5 5 5 5 5 5 5 5 5 ST1 5 5 A' A 5 5 5 5 5 5 5 1' 5 5 5 5 5 5 5 5 5 5 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST2 ST1 ST1 ST3 ST3 ST3 ST2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 F1 C1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 C1 F2 F2 C2 F3 C1 F1 C1 F4 REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: FIRST FRAMING PLAN ST-02 SCALE: 1:100 FIRST FRAMING PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA 2 5 7 9 10 13 15 B F H I J 14 12 11 10 8 7 4 1 J I G F E B D C 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1' 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C1 C1 C3 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB FB3 FB3 FB3 FB1 FB1 FB1 FB1 FB2 FB2 FB2 FB1 FB3 C3 C3 C3 C3 C3 C3 C3 F3 ST3 F3 F3 F3 C1 F1 C1 F1 C1 F2 C3 C3 C3 C3 C3 C3 C3 C3 C1 C1 C1 ST-03 ROOF FRAMING PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS S.ROOF FRAMING PLAN CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA C1 C3 C3 C3 C3 FB1 FB1 FB1 FB1 2 5 13 B I 4 I F E B 6 5 5 5 13 2 5 5 5 5 5 5 5 5 5 ROOF FRAMING PLAN SCALE: 1:100 COLUMN MUST STOP AT 1ST FLOOR BLINDING CONC. 1000G. POLYTHENE SHEET 600 100 Y 12 @ 150 mm c/c Y 16 @ 150 mm c/c 300 100 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) SCALE NTS FOOTING DETAIL (ST4) 35 N/MM SQ SLAB CORK PACK SEALANT W/BRC. A 124 100 CRUSHER FINE COMPACTED DESERT FILL R8 @200 c/c CRUSHER FINE W/BRC. A 142 CORK PACK SEALANT BLINDING CONC. 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) HOLLOW BLOCKS FILLED CONCRETE (SRC) TYP. WITH GRADE C35/10 35 N/MM SQ SLAB 1000G. POLYTHENE SHEET 200mm HOLLOW BLOCKS FOOTING DETAIL (ST3) SCALE NTS 100 200 300 VARIES 100 1000 MICRONS THICKNESS R8 @200 c/c BITUMINOUS PAINT (TYP.) 200 100 VARIES 200 OUTSIDE D.P.C. REMARKS 100mm THK CONC SLAB 35 n/mm WITH SRC. FLOOR SLAB 50 THK. COMPACTED CRUSHER FINE TWO COATS OF APPROVED BITOMINOUS PAINT SIZE OF FOOTINGS 100 100 1200x1200 ISOLATED FOOTING DETAIL(F1) 100 500 1200 LENGHT TYPE OF FOOTING ISOLATED F1 MARK SCHEDULE OF FOOTING 400 SCALE NTS FOOTING DETAIL (ST1) 100 INSIDE Y 16 @ 150 mm c/c Y12 @ 150 mm c/c D.P.C. 100 800 2Y 16 2Y 12 2Y 16 INSIDE CORK PACK SEALANT BLINDING CONC. CRUSHER FINE W/BRC. A 142 100 1000G. POLYTHEEN SHEET INSIDE 200mm HOLLOW BLOCKS 2 Y 16 1 Y 12 2 Y 12 2 Y 16 4 Y 16 R12 @ 200 c/c COMPACTED DESERT FILL 35 N/MM SQ SLAB 100 COMPACTED DESERT FILL 100 100 2 Y 12 2 Y 16 W/BRC. A 124 CRUSHER FINE 2 Y 16 BLINDING CONC. INSIDE 600 COMPACTED DESERT FILL Y 12 @ 400 mm c/c Y 16 @ 150 mm c/c Y 12 @ 150 mm c/c 200mm HOLLOW BLOCKS CORK PACK SEALANT 1000G. POLYTHENE SHEET 35 N/MM SQ SLAB 2 STARTER BARS SAME AS COLUMN BARS 1000G POLYTHENE SHEET KORK PACK PARASEAL BRC A-142 VERT. BARS AS PER SCHEDULE Y12 150 c/c B.W. DESERT FILL WELL COMPACTED DESERT FILL BASE RE-BARS AS PER SCHEDULE 150 THK. BLINDING OUTSIDE 1000 MICRONS THICKNESS D.P.C. 200 VARIES 300 100 R8 @ 200 mm c/c BITUMINOUS PAINT (TYP.) SCALE NTS FOOTING DETAIL (ST2) BOTTOM (BOH WAYS) Y16 d 150 c/c WIDTH 1200 DEPTH 400 R E I N F O R C E M E N T TOP (BOH WAYS) ÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜÜ BLINDING CONC. 1000G. POLYTHENE SHEET CORK PACK SEALANT 600 100 200mm HOLLOW BLOCKS INSIDE Y 12 @ 150 mm c/c Y 16 @ 150 mm c/c 200 300 100 1000 MICRONS THICKNESS BITUMINOUS PAINT (TYP.) D.P.C. SCALE NTS FOOTING DETAIL (ST5) 35 N/MM SQ SLAB W/BRC. A 124 100 CRUSHER FINE COMPACTED DESERT FILL DATE REV. No GENERAL NOTES: REVISIONS FOUNDATION DETAILS ST-04 BY Y16 d 150 c/c 400 1200 1200 ISOLATED/ECCENTRIC F2 5 5 C2 R8 @ 200 c/c 6Y16 5 5 C1 5 6Y16 R8 @ 200 c/c 1:20 M. SCALE COLUMN DETAILS Y16 d 150 c/c 5 5 C3 5 R8 @ 200 c/c 6Y12 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI MJA RB1 2Y12 R8 @ 200 c/c CANTELEVAR (L3) Y12 @ 150 c/c Y12 @ 150 c/c 160 5 TYPE. DET. OF HANDRAIL S T I R R U P S R8 @ 200 c/c R8 @ 200 c/c GROUND BEAM HARDCORE TWO COATS OF BIT. PAINT DESERT FILL SECTION THROUGH SUNKEN SLAB SECTION -D AT CANTELEVAR SECTION -B AT MIDSPAN END SPAN (L1) TYPICAL PARAPET DETAILS 50mm THK SCREED. HOLLOW CORE SLAB. WATERPROOFING MEMBRANE. SCALE NTS. 5 5 Y12 @ 150 c/c. 200 250 D W D W R.C. COPING. BLOCKWORKS. STIRRUPS AT NEAR SUPPORT EXTRA SUPPORT BARS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS SECTION -C B D STIRRUPS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS W A D AT SUPPORT SECTION -A W Y12@ 150 c/c L/4 GROUND FLOOR LEVEL 300 160 COLUMN Y12 @ 150 c/c EXTRA BARS 150 SCHEDULE OF BEAMS INTERIOR SPAN (L2) FB2 FB1 BLOCKWORK Y12 @ 150 c/c LANDING LEVEL LANDING LEVEL MARK 50mm THK SCREED. HOLLOW CORE SLAB. BLOCKWORKS. BOT. STRAIGHT BARS EXTRA SUPPORT BARS STIRRUPS TOP STRAIGHT BARS EXTRA SUPPORT BARS BOT. STRAIGHT BARS TOP STRAIGHT BARS STIRRUPS C WATERPROOFING MEMBRANE LIGHTWEIGHT CEMENT CONC. 500 200 Y12 @ 150 c/c FLOOR LEVEL BOTTOM 4Y16 CENTRE STIFFINER 42 x 0 Y12 @ 150 c/c 300 DIMENSION DEPTH 400 400 WIDTH 200 200 2Y16 2Y16 BOTTOM TOP TOP 4Y16 SUPPORT Y12 @ 150 c/c L/4 MID. SPAN GROUT WITH MORTAR FILLING TYPICAL STAIR FLIGHT DETAIL ST-05 GENERAL NOTES: DATE BEAM SCHEDULE & DETAILS D MARBLE FINISHED 300 5 R E M A R K S REV. No REVISIONS REMARKS BY 700 MICRONS SCREED TO PARAPET DETAIL 1000 G. POLYTHENE SHEET WATERPROOFING-INSULATION DRAIN 5 ROOF CONCRETE MEMBRANE y FALL DETAIL -X THERMO-SHIELD ALUMINUM REFLECTIVE WATERPROOF PAINT (WHITE COLOR) 35mm POLYSTERENE FOAM ROOF OUTLET DRAIN SCREED BED SLOPE 1:80 FB3 0.15 L2 L2/4 0.15 L1 L1/4 0.15 L1 L1/4 0.15 L2 L2/4 2Y16 2Y16 2Y16 2Y12 2Y16 2Y20+2Y16 2Y16 2Y16 2Y20+2Y16 RB2 R8 @ 200 c/c 200 2Y12 2Y12 2Y12 2Y12 300 2Y12 4Y16 2Y16 200 400 FB4 2Y16 4Y16 R8 @ 200 c/c R8 @ 200 c/c 4Y16 2Y16 400 200 2Y16 4Y16 2Y16 2Y12 2Y16 2Y16 2Y16 4Y16 2Y16 2Y16 200 200 400 400 4Y16 R8 @ 200 c/c R8 @ 200 c/c RB4 RB3 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S.ALI MJA FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI FOR MR. S. AHMED S.ALI EL-01 ELECTRICAL LAYOUT REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: BELL PUSH FIRE ALARM CHIME BELL IFA TELEPHONE DISTRIBUTION BOX CONTROL PANEL WATER HEATER B.S.E.D. METER POWER BREAKER DISTRIBUTION BOARD WATER HEATER SWITCH TWO WAY SWITCH ONE WAY SWITCH A/C UNIT WINDOW TYPE 20 AMP. SWITCH FOR A/C 45 AMP. COOKER SWITCH 13 AMP. SOCKET OUTLET GARDEN LIGHT TELEVISION TELEPHONE DOUBLE WALL BRACKET LIGHT SPLIT UNIT A/C BOUNDARY WALL LIGHT WALL BRACKET LIGHT OUTSIDE WEATHER PROOF LIGHT ROUND FLUORESCENT LIGHT FLUORESCENT LAMP 4X20W SPOT LIGHT M WH PB EXHAUST FAN FAN REGULATOR FLUORESCENT LAMP 2X40W FLUORESCENT LAMP 1X40W CHANDELIER LIGHT CEILING FAN ELECTRICAL SYMBOLS INTERCOM CEILING MOUNTED LIGHT CEILING LIGHT SPEAKER GROUND LIGHT SCALE: 1:100 G.F.ELECTRICAL LAYOUT SIDE VIEW 20mm TO BE CONNECTION 5-50 PAIR CABLE CAN BE USED FOUNDATION TO INTERNAL WIRING NOTE 38mm DUCT FLOOR LEVEL FLOOR LEVEL TELEPHONE DISTRIBUTION BOX 800 5 38mm-90° BEND PVC DUCT WALL PLAN VIEW 60 5 PB M IFA CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED MJA UP D2 W1 W1 W1 D3 D3 HALL W1 W1 FAMILY HALL CORRIDOR BATH GARAGE D4 W3 W1 W3 D4 D3 D4 KITECHEN 1 Store BEDROOM 1 BEDROOM 1 4.00 x 4.00 m 4.55 x 4.00 m 4.00 x 6.98 m 4.30 x 4.30 m 6.03 x 5.20 m 2.00 x 1.80 m 7.75 x 2.78 m 2.78 x 2.50 m BATH 1.50 x 1.90 m DRESS 1.50 x 1.90 m W1 D4 W3 BATH 2.00 x 2.50 m 2.90 x 5.40 m STAIR ROOM M.BEDROOM 5.90 x 5.20 m D3 UP D4 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS PLUBING LAYOUT PL-01 VENT PIPE (75%MM PYC) SOIL PIPE (100%MM PYC) MANEHOLE PIPE LINE 50mm PIPE LINE 75mm PIPE LINE 150mm PIPE LINE 100mm SEPTIC TANK ROOF DRAIN GREASE TRAP MH T ST V S PLUMBING LEGEND: G.F. PLUBING LAYOUT SCALE: 1:100 WATER TANK WT CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S. ALI MJA UP D4 MH S V T MH T S V MH MH S V T MH T 5 MANHOLE PLAN DETAIL OF MANHOLE INLET SECTION B-B SECTION A-A 5 OUTLET A INLET OUTLET PLUMBING DETAILS REV. No 5 5 1 : 12 MIN. CROSSFALL SCALE 1:25 HALF ROUND CLAYWARE CHANNEL LAID TO FALL NOT LESS THAN 5 5 INLET 1 IN 50 A MANHOLE COVER 75 mm THK CON. BLINDING 2 COATS OF BITUMINOUS PAINT HALF ROUND d 100 UPVC PIPE 150 mm FILLED BLOCKWORK 150 mm FILLED BLOCKWORK 2 COATS OF BITUMINOUS PAINT INLET 75 mm THK CON. BLINDING GREASE TRAP G PIPE LINE 150mm PIPE LINE 100mm PIPE LINE 50mm MANEHOLE PIPE LINE 75mm FLOOR TRAP ROOF DRAIN SEPTIC TANK SOIL PIPE (100%MM PYC) MH S ST T PLUMBING LEGEND: VENT PIPE (75%MM PYC) V BY REVISIONS DATE REMARKS PL-03 WITHIN THE CAVITY OF BOUNDARY WALL METHOD OF FIXING WATER GAUGE METER FOR DOMESTIC USE 200 200 2500 200 INLET PIPE 200 ELEVATION SCALE: 1:20 M. 5 5 5 5000 SEPTIC TANK PLAN MH VENT PIPE TO BE PLUGGED FOR OUTLET PIPE FUTURE CONNECTION CONCRETE SLAB 50mm THK SCREED. SECTION SCALE: 1:20 M. 5 5 5 5 5 SCALE: 1:5 M. SECTION DETAIL 5 1 4 9 7 8 6 3 2 2200 INLET PIPE OUTLET PIPE LEGEND: ALUMINIUM FRAME WITH DOOR ON THE WALL IT IS THE RESPONSIBILITY OF WATER DISTRIBUTION DIRECTORATE TO FIX THE GAUGE (METER) AND OTHER ACCESSORIES (SHADED AREA). ADHESIVE SEALANT TO PREVENT PENETRATION OF PVC PIPE 50 MM. d FIXED VERTICALLY WITH 45° INCLINATION NEAR THE BASE AND AT A DEPTH OF 500 MM FORM THE EARTH SURFACE. END POINT OF WATER DISTRIBUTION DIRECTORATE CUSTOMER'S GATE VALVE ON THE LINE CONNECTING THE CUSTOMER'S PRIVATE PIPE COMING OUT FROM THE CAVITY PART IN THE BLOCK OR CONCRETE PVC PIPE 50 MM. d RESPONSIBILITY. TO THE TANK. THE GATE VALVE. WORK. 9 8 6 7 5 DUST. 4 3 2 1 MARK: CONCRETE C45P MESH REINFORCEMENTS A-252 SEPTIC TANK SECTION CAST IRON MANHOLE COVER CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED S. ALI MJA MH ST FIRST FLR. LEV. GR. FLR. LEV. S.ROOF DECK LEV. ROOF FLR. LEV. 5 5 5 5 5 AR-05 REVISIONS REV. No DATE REMARKS BY GENERAL NOTES: ELEVATIONS FRONT ELEVATION SCALE: 1:100 SCALE: 1:100 REAR ELEVATION SCALE: 1:100 RIGTH SIDE ELEVATION LEFT SIDE ELEVATION SCALE: 1:100 AR-06 REVISIONS REV. No DATE REMARKS BY DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 DT2 1100 x 1600+500 1600+500 W8 VARIES R8@150 c/c 150 BLOCK WRK. 300X300 CONC. COL. WEATHER PROOF LIGHT 5 5 5 5 5 5 5 50mm RECCESS 5 100mm BLINDING 5 5 5 5 4Y12 R8@ 200c/c GROUND LVL. SECTION Z - Z VARIES 4Y12 5 PLAN ELEVATION BOUNDARY WALL SCALE: 1:100 W6 5 5 5 5 5 5 5 5 5 5 5 BOUNDARY WALL DETAILS DOORS ,WINDOWS DETAIL & GENERAL NOTES: THE CONTRACTOR SHALL LOCATE & VERIFY ALL WITH ALL RELATED ARCHITECTURAL AND EACH DRAWING SHALL BE READ IN CONJUNCTION PROPERTY LINES OF CONSTRUCTION WORKS WITH PWA SPECIFICATIONS 1994. DO NOT SACLE THE DRAWINGS. ANY DISCREPANCIES IN DRAWINGS SAHLL BE BROUGHT ALL WORKS AND MATERIALS SHALL BE IN ACCORDANCE TO THE ATTENTION OF THE CONSULTANT BEFORE PROCEEDING WITH THE WORK INVOLVED. ENGINEERING DRAWINGS. 3 4 5 1 2 WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL WINDOW SCHEDULE WITH ACRYLIC SHEET DECORATIVE WROUGHT IRON GATE DOOR SCHEDULE WOODEN SINGLE SHUTTER WITH EXT.ALUMINUM DOOR. WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL WINDOW DT2 DESCRIPTION STRUCTURAL DOOR NO. 900x 2100 DOOR WITH APPD.PRIMER & PAINT. 1000x 2100 DOOR WITH APPD.PRIMER & PAINT. 1100x 2200 DT2 1800 x 2300 OPENING DT2 DT2 DT2 WINDOW WINDOW WINDOW ALU. DOUBLE GLAZED SWING ALU. DOUBLE GLAZED SLIDING ALU. DOUBLE GLAZED SLIDING DT2 1100 x 1550 DT2 DT2 WINDOW DESCRIPTION ALU. DOUBLE GLAZED SLIDING ALU. DOUBLE GLAZED SLIDING 1600 x OPENING STRUCTURAL DT2 DT2 WINDOW DT2 SECTIONS IRONMOMGERY DT2 DT2 DT2 AS/ARCHITECT APPL. AS/ARCHITECT APPL. AS/ARCHITECT APPL. DT2 DT2 DT2 SECTIONS SECTIONS SECTIONS POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL QUANTITY G.F. ROOF DT2 REMARKS SECTIONS POWDER COATED STANDARD TECHNAL POWDER COATED STANDARD TECHNAL QUANTITY G.F. ROOF F.F. F.F. DT2 DT2 D1 W1 W5 D2 D3 D4 D5 SCALE: 1:50 WINDOWS DETAIL SCALE: 1:50 DOORS DETAIL WOODEN SINGLE SHUTTER SEMI SOLID ASH PANEL DOOR WITH APPD.PRIMER & PAINT. 900x 2100 DT2 5 5 AS/ARCHITECT APPL. AS/ARCHITECT APPL. 5 5 W2 W3 1600 x 1550 DT2 DT2 DT2 1000 5 5 5 5 5 5 5 5 W4 5 5 5 Z Z 1600 x 1200 5 5 5 5 5 5 W7 5 5 5 5 DT2 600 x 1200 ALU. DOUBLE GLAZED SWING WINDOW POWDER COATED STANDARD TECHNAL SECTIONS SECTIONS POWDER COATED STANDARD TECHNAL WINDOW ALU. DOUBLE GLAZED SWING DT2 800 x 1000 POWDER COATED STANDARD TECHNAL SECTIONS DT2 ALU. DOUBLE GLAZED SWING WINDOW DT2 DT2 DT2 DT2 DT2 DT2 1050+1200 1050+1200 5 5 5 5 5 5 5 5 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED ONE STOREY VILLA AT TUBLI FOR MR. S. AHMED MJA MJA G A R DE N D2 ELEV. + 150 mm. GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: PROJECT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED VILLA EXTENTION SECOND FLOOR PLAN GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: PROJECT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: AT HAMED TOWN FOR MR. A.AZIZ AHMED GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 A B E F A C D F 1 1 2 3 6 9 1 1 2 4 7 8 5 9 5 5 5 PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C 5 5 5 5 5 5 5 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: FEB. '08 PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN 01 01 02 01 01 02 01 01 01 01 02 01 01 01 01 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN 01 01 01 01 02 02 02 02 01 01 02 02 02 01 01 01 01 01 01 01 01 01 01 01 01 01 M.BEDROOM 4.00 X 5.00 m BATH 1.45X 1.75m 02 01 01 01 BEDROOM 4.00 X 4.25 m KITECHEN 2.95 X 2.85 m KITECHEN 3.25X 2.85 m BEDROOM 4.00 X 4.00 m M.BEDROOM 4.70 X 5.25 m 02 01 02 01 1 2 4 5 7 8 1 2 3 5 7 9 6 A B E F A C D G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN H DRESS 1.45X 1.75m FAMILY HALL 5.10 X 2.66 m FAMILY HALL 3.25X 4.30 m 5 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN 01 02 02 01 01 02 02 01 01 01 01 01 01 01 M.BEDROOM 4.00 X 5.00 m BATH 1.45X 1.75m 02 01 01 01 BEDROOM 4.00 X 4.25 m KITECHEN 2.95 X 2.85 m 1 2 4 5 8 1 2 3 5 A B E F A C H 5 5 5 5 5 5 5 5 5 5 5 5 DN H DRESS 1.45X 1.75m FAMILY HALL 5.10 X 2.66 m 5 01 F 5 5 5 FLAT NO. 1 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN FLAT NO. 2 01 01 01 01 02 02 02 01 01 01 01 01 01 01 01 KITECHEN 3.25X 2.85 m BEDROOM 4.00 X 4.00 m M.BEDROOM 4.70 X 5.25 m 02 01 02 01 1 5 7 8 1 3 5 7 9 6 A F A C D G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN H FAMILY HALL 3.25X 4.30 m 5 5 5 9 5 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN M.BEDROOM 4.00 X 5.00 m BATH 1.45X 1.75m BEDROOM 4.00 X 4.25 m KITECHEN 2.95 X 2.85 m KITECHEN 3.25X 2.85 m BEDROOM 4.00 X 4.00 m M.BEDROOM 4.70 X 5.25 m 1 2 4 5 7 8 1 2 3 5 7 9 6 A B E F A C D G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN H DRESS 1.45X 1.75m FAMILY HALL 5.10 X 2.66 m FAMILY HALL 3.25X 4.30 m 5 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN 02 M.BEDROOM 4.00 X 5.00 m BATH 1.45X 1.75m BEDROOM 4.00 X 4.25 m KITECHEN 2.95 X 2.85 m 1 2 4 5 8 1 2 3 5 A B E F A C H 5 5 5 5 5 5 5 5 5 5 5 5 DN H DRESS 1.45X 1.75m FAMILY HALL 5.10 X 2.66 m 5 01 F 5 5 5 FLAT NO. 1 5 9 5 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN FLAT NO. 2 KITECHEN 3.25X 2.85 m BEDROOM 4.00 X 4.00 m M.BEDROOM 4.70 X 5.25 m 1 5 7 8 1 3 5 7 9 6 A F A C D G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN H FAMILY HALL 3.25X 4.30 m 5 5 BATH 1.55X 1.95m BATH 1.55X 1.95m BATH 1.55X 1.95m BATH 1.55X 1.95m GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN 1 2 4 5 7 8 1 2 3 5 7 9 6 A B E F A C D G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN H 5 BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN FLAT NO. 1 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS AR-02 CONSULTANT: DRAWING TITLE: DWG. NO. JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: JUNE '08 GENERAL NOTES: BY REMARKS DATE REV. No REVISIONS CONSULTANT: DRAWING TITLE: JOB NO. DRAWN BY: 1:100 M. CIVIL ENGR. ARCHITECT: SCALE: DATE: PROPOSED VILLA EXTENTION SECOND FLOOR PLAN AT HAMED TOWN FOR MR. A.AZIZ AHMED PROJECT: SCALE 1:100MTS. 2nd FLOOR PLAN FLAT NO. 2

Language	English
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	A/C, Pool, Garden / Park, Garage, Deck / Patio
Tags	apartamento, apartment, appartement, area, aufenthalt, autocad, block, casa, chalet, drawing, dwelling unit, DWG, haus, house, logement, maison, residên, residence, residential, Simple, unidade de moradia, villa, wohnung, wohnung einheit

Shane_CAD

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