Weekend House DWG Block for AutoCAD

Weekend House DWG Block for AutoCAD

House weekend – Jerash? Jordan

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

f.f.l, palmconsult, -architects,engineers, description, project owner:, project title, drawing title, no., issued, date, dwg. no., job no., proj. manager, division head, proj. engineer, checked by., drawn, scale, approved by., s. kamal, o. mustafa, blockwork, legend:, eng. salameh saleh, drawing no., floor level, elevations’ reference, sections’ reference, general notes:, proj. captain, m. baker, a. subihi, eng. salameh saleh farm, elevation, nos.req., specifications, code, architectural, oce, title, preliminary, typical floor plan, view title, ffl, hslhglhg:, hl vlhkm, vrl hgr’um, hsl,vrlhgp,q, hgl,ru, ldadg frhudk, collection, tank, with water meter, meter box, from water, authority, h.bb, from jtc, from jepco, mtjb, f.f.l., s.s.l., ground area schedule, no., calculation, area, total area, stair case schedule, roof plan, ground floor, areas schedule, section, west elevation, east elevation, south elevation, north elevation, doors and widows, details schedule, topography plan, no., architectural, schedule of areas, ground floor plan, topographic layout, list of drawings, nts, cover, dwg., structural, mechanical, cover, list of drawings, electrical, documents, doors and widows details schedule, general details, as shown, water resistance asphalt rolls, foam concrete, roof detail, r.c. slab, stairs detail, bathroom floor detail, stairs landing detail, rooms floor detail, r.concrete wall, concrete screed, water proofing, as specified, mastic, plaster, out, rounded edges, marble sill, roof detail at parapet, concrete block, morter, toilets walls detail, compacted fill, base coarse, street, asphalt pavements detail, water proofing membrane, entrance detail, sand cement mortar, external steps detail, concret block, detail for internal wall, curbstone, top of, top of roof plan, plan, columns axes plan, foundation plan, foundation details, general notes, staircase details, ground floor slab, gabion, r.w., çñçöí òñçúíé, èæñ ãçá

Raw text data extracted from CAD file:

104.63 1 105.58 2 106.36 3 107.45 4 107.66 5 108.21 6 108.29 7 108.42 8 108.49 9 105.63 10 105.25 11 105.37 12 105.28 13 105.21 14 104.45 15 104.71 16 103.05 17 101.64 18 98.35 19 99.58 20 101.10 21 101.61 22 102.46 23 102.12 24 101.81 25 97.59 26 97.77 27 97.89 28 97.66 29 97.60 30 97.61 31 97.33 32 97.33 33 96.76 34 93.21 35 94.91 36 95.27 37 95.60 38 95.78 39 96.39 40 96.14 41 95.50 42 66.34 42.68 43.94 42.54 44.06 33.02 65.59 46.55 50.26 95 96 97 98 99 100 101 102 103 104 105 106 107 97 98 99 100 101 102 103 104 105 106 107 108 A B C D E 1 2 3 4 B A-300 B A-300 A A-301 A A-301 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D-01 D-01 D-02 D-03 D-03 D-04 +107.00 +106.95 +107.00 +106.20 +106.15 F.F.L ±0.00m 1 Palmconsult -Architects,Engineers Tel. +9626 5671892/3-Fax. +9626 5654131 P.O. Box 940835,Amman 11194 Jordan e-mail: office@palmc-onsult.com DESCRIPTION ISSUES & REVISION PROJECT OWNER: PROJECT TITLE DRAWING TITLE NO. ISSUED DATE BY 0 1 DWG. NO. JOB NO. PROJ. MANAGER DATE DIVISION HEAD PROJ. ENGINEER CHECKED BY. DRAWN SCALE APPROVED BY. S. Kamal 01-2010 O. Mustafa 001012 Concrete Columns / Walls Blockwork LEGEND: Eng. SALAMEH SALEH Drawing No. Plan, Elevation, & Detail No. Floor level Door No./Type Window No./Type Elevations' Reference Sections' Reference Drawing No. Drawing No. Floor level GENERAL NOTES: 1-This drawing is the copyright of Palmconsult -Architects, Engineers and must not be retained, copied or used without the above consultants authority. 2-Do not scale from this drawing. 3-All dimensions are in millimeters and levels are in meters. All dimensions to be verified on site and approved by the Engineer. 4-This drawing should be read in conjunction with other relevant Architectural, Structural, Mechanical and Electrical Drawings and all relevant sections of the specifications. 5-Symbols on Architectural Drawings to read as follows: N O. Mustafa PROJ. CAPTAIN M. Baker A. Subihi A. Subihi -D* = DOORS TO BE TWO HOURS FIRE RATED, WITH SELF CLOSINS DEVICE & SMOKE PROOF -\Fitalic|c178;\H0.6667x;DOOR SHOULDER TO BE 200mm MINIMUM OR AS NOTED Eng. SALAMEH SALEH FARM \A1;350 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;4300 \A1;2650 \A1;4250 \A1;11200 \A1;175 \A1;10675 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;350 \A1;4050 \A1;2375 \A1;4250 \A1;175 \A1;4250 \A1;2650 \A1;4300 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;6225 \A1;1725 \A1;2525 \A1;1025 \A1;350 \A1;6400 \A1;5800 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;6225 \A1;1725 \A1;2525 \A1;1025 \A1;350 \A1;5750 \A1;6450 \A1;11200 \A1;175 \A1;10675 \A1;350 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;4300 \A1;2650 \A1;4250 \A1;1040 \A1;1300 \A1;840 \A1;200 \A1;1040 \A1;2290 \A1;840 \A1;2340 \A1;2080 \A1;2340 \A1;1300 \A1;350 \A1;350 \A1;6225 \A1;1725 \A1;2525 \A1;1025 \A1;350 \A1;6450 \A1;5750 \A1;1040 \A1;1300 \A1;840 \A1;200 \A1;1040 \A1;3380 \A1;2700 \A1;200 \A1;520 \A1;2825 \A1;4390 \A1;12200 \A1;350 \A1;11500 \A1;11000 \A1;1200 \A1;6950 \A1;6600 \A1;4550 \A1;4600 \A1;5800 \A1;2600 \A1;350 \A1;6225 \A1;350 \A1;175 \A1;4250 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;6225 \A1;350 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;1200 \A1;6400 \A1;4100 \A1;1500 \A1;2300 \A1;1999 \A1;1301 \A1;4600 \A1;6600 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;5101 \A1;2000 \A1;1599 \A1;2000 \A1;1500 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;1299 \A1;2000 \A1;951 \A1;300 \A1;900 \A1;1900 \A1;600 \A1;1000 \A1;1500 \A1;750 \A1;4300 \A1;2650 \A1;1499 \A1;2001 \A1;2900 \A1;1299 \A1;2001 \A1;1300 \A1;1200 \A1;4600 1 ELEVATION A1-101 SCALE 1:100 NOS.REQ. SPECIFICATIONS CODE 111A \A1;2000 \A1;1300 \A1;1500 \A1;1300 \A1;800 \A1;2860 \A1;600 \A1;780 \A1;1000 \A1;2340 \A1;1400 \A1;2340 \A1;800 \A1;2290 \A1;900 \A1;2340 0 ARCHITECTURAL ABU RAMI A-100.DWGABU RAMI A-100 1:100 MM/DD/YY OCE OCE OCE TITLE TITLE TITLE P000 PRELIMINARY SCALE 1 1 -/A/--- TYPICAL FLOOR PLAN 100 Scale: 1:1 VIEW TITLE 1 Scale: 1:1 VIEW TITLE 1 Scale: 1:1 VIEW TITLE 1 Scale: 1:1 VIEW TITLE 1 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;6225 \A1;350 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;4300 \A1;2650 \A1;4250 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;6225 \A1;350 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;1200 \A1;4600 \A1;6400 \A1;4600 \A1;6600 000.000 FFL hsLhglHg: hL vlHkm hgld;Hkd: hg;$vfHx hBka\Hz\D hgl&l\HvV hsLhglik]S ,vrlm P.O. Box Amman 11194 Jordan Tel: +962 (0)6 567 18 92/3 Fax: +962 (0)6 565 41 32 e-mail: office@palm-consult.com www.palm-consult.com 313 2 sblmuf]hg;vdLwHgP sHlHK hsu] ;lHG 3173 vrL hgl;jF 2418 04 00 2 2418 04 00 2 sblm uf]hg;vdL sblm wHgP vrL hgr'um 1 1643 L vrL hgl;jF L hsL,vrLhgp,Q hgl,rU [lhkm suh]M 2334 12507 vrL hgl;jF L ldadG frHudK 1232 L 2334 vrL hgl;jF hsLhglik]S ,vrlm hsLhglik]S ,vrlm hsLhglik]S ,vrlm 5 5 5 5 5 5 5 104.63 1 105.58 2 106.36 3 107.45 4 107.66 5 108.21 6 108.29 7 108.42 8 108.49 9 105.63 10 105.25 11 105.37 12 105.28 13 105.21 14 104.45 15 104.71 16 103.05 17 101.64 18 98.35 19 99.58 20 101.10 21 101.61 22 102.46 23 102.12 24 101.81 25 97.59 26 97.77 27 97.89 28 97.66 29 97.60 30 97.61 31 97.33 32 97.33 33 96.76 34 93.21 35 94.91 36 95.27 37 95.60 38 95.78 39 96.39 40 96.14 41 95.50 42 66.34 42.68 43.94 42.54 44.06 96 98 100 102 104 106 98 100 102 104 106 108 \A1;1080 \A1;600 d100 DP COLLECTION TANK WITH WATER METER METER BOX d16 UP TO ROOF TANKS FROM WATER AUTHORITY d150 SLOPE 1.5% MH I.L 105.60 DEPTH 55 CM H.BB FROM JTC FROM JEPCO (KWHM) MTJB 3/PR L5-DB-G \A1;6000 \A1;10792 \A1;5480 \A1;1100 \A1;1120 \A1;1220 \A1;460 \A1;350 \A1;6225 \A1;350 \A1;175 \A1;4250 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;6225 \A1;350 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;1200 \A1;1004 \A1;300 \A1;6400 \A1;2000 \A1;6200 \A1;200 \A1;1200 \A1;12200 \A1;350 \A1;11500 \A1;350 \A1;1025 \A1;2525 \A1;1725 \A1;5101 \A1;2000 \A1;1599 \A1;2000 \A1;1500 \A1;11200 \A1;350 \A1;10675 \A1;175 \A1;4250 \A1;2375 \A1;4050 \A1;350 \A1;1299 \A1;2000 \A1;951 \A1;300 \A1;900 \A1;1900 \A1;600 \A1;1000 \A1;1500 \A1;750 \A1;4300 \A1;2650 \A1;1499 \A1;2001 \A1;2900 \A1;1299 \A1;2001 \A1;1300 \A1;1200 \A1;4600 \A1;6400 \A1;4100 \A1;1500 \A1;2300 \A1;1999 \A1;1301 \A1;4600 \A1;6600 \A1;300 \A1;1200 \A1;2000 \A1;1600 \A1;2000 \A1;1200 \A1;100 \A1;3500 \A1;300 \A1;3500 \A1;100 \A1;8000 \A1;300 \A1;1997 \A1;999 \A1;300 \A1;1000 \A1;1500 \A1;3900 \A1;200 \A1;4000 \A1;300 \A1;1000 \A1;1000 \A1;300 \A1;6200 \A1;300 \A1;4000 \A1;2000 \A1;3400 \A1;1000 \A1;400 \A1;1250 \A1;100 \A1;2150 \A1;300 \A1;1000 \A1;2000 \A1;1000 \A1;200 \A1;2200 \A1;200 \A1;1500 \A1;2400 \A1;1180 \A1;1370 \A1;600 \A1;6410 \A1;125.40 \A1;56.00 \A1;26.87 \A1;85.05 \A1;33.32 \A1;26.98 \A1;73.83 \A1;13620 \A1;11340 \A1;6500 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 S.S.L. +113.28 5 7 6 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 F.F.L. +111.37 F.F.L. +113.71 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 S.S.L. +113.28 1 3 5 7 6 4 2 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 S.S.L. +105.92 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 F.F.L. +111.37 F.F.L. +113.71 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 S.S.L. +113.28 5 7 6 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 F.F.L. +111.37 F.F.L. +113.71 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 S.S.L. +113.28 5 7 6 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 F.F.L. +111.37 F.F.L. +113.71 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 5 5 5 5 5 5 5 5 5 5 5 S.S.L. +113.28 1 3 5 7 6 4 2 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 F.F.L. +107.00 F.F.L. +110.38 S.S.L. +110.33 S.S.L. +106.95 S.S.L. +113.28 F.F.L. +108.70 F.F.L. +105.92 F.F.L. +110.38 F.F.L. +107.00 5 5 5 5 5 5 5 5 5 5 5 1 3 5 7 6 4 2 9 11 13 12 10 8 15 17 19 18 16 14 21 23 25 24 22 20 27 29 26 28 30 31 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ground Area Schedule no. Calculation Area Total Area 1 01.200X06.950 008.340 2 11.000X04.600 050.600 088.970 3 04.550X06.600 030.030 Stair Case Schedule 05.800X02.600 no. Calculation Area 1 015.030 Total Area Ground Area Schedule no. Calculation Area 1 088.970 2 Stair Case Schedule 015.030 Total Area 104.000 A B C D E 1 2 3 4 B A-300 B A-300 A A-301 A A-301 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF PLAN A-101 1/100 GROUND FLOOR A-100 1/100 AREAS SCHEDULE A-004 1/100 SECTION A-300 1/100 NORTH & SOUTH A-200 1/100 A-201 1/100 1 West Elevation A-002 SCALE 1:100 1 East Elevation A-002 SCALE 1:100 1 South Elevation A-002 SCALE 1:100 1 North Elevation A-002 SCALE 1:100 SECTION (A-A) 1-100 SECTION (B-B) 1-100 A-002 1/500 SITE PLAN (A) A-500 1/100 W-01 06 ALUMINUM WORK: DOUBLE GLAZE TILT-UP GLASS 6x12x6mm D-02 DOOR FRAME: \Fromanc|c0;SOLID WHITE \Fromanc|c178; WOOD \Fromanc|c0; \Fromanc|c178;DOOR \Fromanc|c0;LEAF\Fromanc|c178;: WOOD\Fromanc|c0; SOLID\Fromanc|c178; 01 W-02 01 ALUMINUM WORK: DOUBLE GLAZE TILT-UP GLASS 6x12x6mm W-03 01 ALUMINUM WORK: DOUBLE GLAZE TILT-UP GLASS 6x12x6mm W-04 01 ALUMINUM WORK: DOUBLE GLAZE TILT-UP GLASS 6x12x6mm 5 5 5 5 5 5 5 5 D-01 DOOR FRAME: \Fromanc|c0;SOLID WHITE \Fromanc|c178; WOOD \Fromanc|c0; \Fromanc|c178;DOOR \Fromanc|c0;LEAF\Fromanc|c178;: WOOD\Fromanc|c0; SOLID\Fromanc|c178; 04 D-04 DOOR FRAME: \Fromanc|c0;SOLID WHITE \Fromanc|c178; WOOD \Fromanc|c0; \Fromanc|c178;DOOR \Fromanc|c0;LEAF\Fromanc|c178;: WOOD\Fromanc|c0; SOLID\Fromanc|c178; 01 D-03 DOOR FRAME: \Fromanc|c0;SOLID WHITE \Fromanc|c178; WOOD \Fromanc|c0; \Fromanc|c178;DOOR \Fromanc|c0;LEAF\Fromanc|c178;: WOOD\Fromanc|c0; SOLID\Fromanc|c178; 02 5 5 5 5 5 5 5 5 DOORS AND WIDOWS DETAILS SCHEDULE D-01 D-01 A-001 1/500 TOPOGRAPHY PLAN SCALE DRAWING TITLE No. Architectural SCALE DRAWING TITLE A004 SCHEDULE OF AREAS 1:200 A200 NORTH & SOUTH ELEVATION 1:100 A100 GROUND FLOOR PLAN 1:100 A001 TOPOGRAPHIC LAYOUT 1:200 A000 LIST OF DRAWINGS NTS A000 COVER NTS DWG. Structural No. DWG. A002 SITE PLAN (A) 1:500 SCALE DRAWING TITLE Mechanical No. DWG. SCALE DRAWING TITLE No. DWG. A000 Cover NTS A000 List Of Drawings NTS Electrical A000 Cover NTS A000 List Of Drawings NTS A201 WEST & EAST ELEVATION 1:100 A000 LIST OF DRAWINGS NTS A000 COVER NTS A000 DOCUMENTS NTS A101 ROOF PLAN 1:100 A300 SECTION (A-A) & (B-B) 1:100 A500 DOORS AND WIDOWS DETAILS SCHEDULE 1/100 A800 GENERAL DETAILS AS SHOWN A801 GENERAL DETAILS AS SHOWN LIST OF DRAWINGS A-000 (A-A) & (B-B) ELEVATION WEST & EAST ELEVATION R.C. SLAB 30cm WATER RESISTANCE ASPHALT ROLLS FOAM CONCRETE CEMENT PLASTER 2cm Scale: 1:25 ROOF DETAIL R.C. SLAB 30cm CEMENT PLASTER 2cm CEMENT MORTAR 3cm SAND + BACK FILL 21cm CERAMIC FLOOR TILES (30x30x1)cm R.C. SLAB 30cm SAND + BACK FILL 10cm CEMENT MORTAR 2cm CEMENT PLASTER 2cm TERRAZZO FLOOR TILES (30x30x3)cm SAND + MORTAR 3cm R.C. SLAB CEMENT PLASTER 2cm MARBLE TILES (30x60x2) cm THK. R.C. SLAB CEMENT PLASTER 2cm SAND + MORTAR 3cm MARBLE TILES 3cmTHK. FOR TREAD Scale: 1:25 STAIRS DETAIL Scale: 1:25 BATHROOM FLOOR DETAIL Scale: 1:25 STAIRS LANDING DETAIL Scale: 1:25 ROOMS FLOOR DETAIL 2cmTHK FOR RISER GENERAL DETAILS A-801 AS SHOWN R.CONCRETE WALL CONCRETE SCREED WATER PROOFING AS SPECIFIED MASTIC PLASTER PLASTER IN OUT FOAM CONCRETE ROUNDED EDGES MARBLE SILL ROOF DETAIL AT PARAPET : 25 CONCRETE SCREED CONCRETE BLOCK MORTER CERAMIC 6mm TOILETS WALLS DETAIL : 25 30CM BASE COARSE COMPACTED FILL 4CM MORTAR SETTING BED BASE COARSE 10CM BASE COURSE STONE TILES 5CM COMPACTED FILL 6CM BITUMEN STREET 20CM SUP-GRADE ASPHALT PAVEMENTS DETAIL : 25 MORTAR 20mm 200mm R.CONCRETE SLAB 30mm MARBLE TILES WATER PROOFING MEMBRANE 100mm CONCRETE BLOCK 400mm R.CONCRETE WALL SLOPE 1% PLASTER 20mm 20mm PLASTER ENTRANCE DETAIL : 25 OUT IN (3") IMBEDDED DRAIN PIPE 5cm THICK STONE TREAD 3cm THICK STONE RISER SAND CEMENT MORTAR EXTERNAL STEPS DETAIL : 25 PLASTER 20mm CONCRET BLOCK PLASTER 20mm DETAIL FOR INTERNAL WALL : 25 CURBSTONE (15X30X15) GENERAL DETAILS A-800 AS SHOWN A B C D E 1 2 3 4 B A-300 B A-300 A A-301 A A-301 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF PLAN A-102 1/100 +106.95 +110.38 +113.28 +110.38 +110.38 +110.38 +108.70 +106.95 +106.15 TOP OF A102 TOP OF ROOF PLAN 1:100 A003 SITE PLAN (B) 1:100 PLAN S001 GENERAL DETAILS AS SHOWN S002 GENERAL DETAILS AS SHOWN S003 GENERAL DETAILS AS SHOWN S004 COLUMNS AXES PLAN 1/100 S005 FOUNDATION PLAN 1/100 S006 FOUNDATION DETAILS 1/100 S007 GENERAL NOTES AS SHOWN S008 STAIRCASE DETAILS AS SHOWN S009 GROUND FLOOR SLAB 1/100 +106.95 +110.38 +113.28 +110.38 5 5 A-003 1/100 SITE PLAN (B) 5 +106.95 +110.38 +113.28 +110.38 +102.00 +102.00 +104.00 +103.50 +106.15 +108.00 +107.00 +103.50 +106.90 +106.90 +106.15 GABION R.W. GABION GABION \LãäÓæÈ ÚÞÏÉ ØÇÈÞ ÇáÓØÍ \LãäÓæÈ ÈáÇØ ØÇÈÞ ÇáÓØÍ \LãäÓæÈ ÈáÇØ ÇáØÇÈÞ ÇáÇÑÖí \f@Arial Unicode MS|b0|i0|c178|p34;\LãäÇÓíÈ ÇáÈäÇÁ \LãäÓæÈ ÚÞÏÉ ãßÑÑ ÇáÏÑÌ +110.33 +110.38 +107.00 +113.28 1 - ØÇÈÞ ÇÑÖí ãÞÊÑÍ \f@Arial Unicode MS|b0|i0|c178|p34;\LÈäÇÁ ãÞÊÑÍ ãÑÇÏ ÊÑÎíÕå 2 - ØÇÈÞ ÓØÍ ãÞÊÑÍ 5 DOCUMENTS A-000 5 108.95 96.00 102.50 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 90.00 5 ÇÑÇÖí ÒÑÇÚíÉ 5 5 5 +102.50 ÈÆÑ ãÇÁ 2.00X2.00X3.00m 12 m 3 COLLECTION TANK 25 M 3 1.85X4X3.4 M 5 5 +106.15 5 5 84.00 78.00 77.00 76.00 \U+0634\U+0627\U+0631\U+0639 \U+062A\U+0631\U+0627\U+0628\U+064A 12\U+0645 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629 5 5 5 \U+0634\U+0627\U+0631\U+0639 \U+062A\U+0631\U+0627\U+0628\U+064A 12\U+0645 \U+0634\U+0627\U+0631\U+0639 \U+062A\U+0631\U+0627\U+0628\U+064A 12\U+0645 \U+0634\U+0627\U+0631\U+0639 \U+062A\U+0631\U+0627\U+0628\U+064A 12\U+0645 \U+062C\U+062F\U+0627\U+0631 \U+0645\U+0646 \U+0627\U+0644\U+0627\U+0633\U+0644\U+0627\U+0643 \U+0627\U+0644\U+0634\U+0627\U+0626\U+0643\U+0629

Language	English
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, block, casa, chalet, dwelling unit, DWG, haus, house, logement, maison, residên, residence, unidade de moradia, villa, weekend, wohnung, wohnung einheit