Mosque DWG Plan for AutoCAD

A cad plan with turky style

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

ground floor – mosque building, hgalhg, partial sieplan – prayer hall, sheet contents :, sht. no., vrl hgg,pm, hsl hgg,pm, owner :, location :, project title :, hgl,ru, date, scale, approved by, drawn by, mechanical, lav,u, structural, architectural, vsl, ld:hkd:h, hgjhvdo, lrdhs hgvsl, electrical, project no., designer, vrl hglav,u, hkahz, lulhvd, jwldl, :ivfhu, ggjwldlhj hgiksdi, th:s, jgdt,k, lobby, ladies prayer hall, entrance lobby, ablution, room, pantry, mens-toilet, -wc, elec.room, mihrab, ent., ffl, watertank room, open to sky, r a m p, w.c, stair room, shoe rack, ladies-toilet, main prayer hall, menaret, grc decoration, groove in, minaret detail, store, rcc slab as per structural design, well-compacted soil fill, heavy duty carpet, r.c.c slab as per structural design, column, ssl, g.l, section a-a, daily prayer, hall, main, prayer hall, beam line, cutting line, beam, wooden mushrabia, section b-b, screen, decorative, grc screen, shoping center, masjed, control, admin

Raw text data extracted from CAD file:

\A1;34.70 \A1;26.35 \A1;21.80 \A1;4.50 \A1;21.60 \A1;16.10 \A1;8.60 \A1;5.50 \A1;3.80 \A1;3.60 ELEVATIONS 1&2 – MOSQUE BUILDING Hg,HihJ 1 , 2 – lfk\U+00E5 Hgls_______] 4 GROUND FLOOR – MOSQUE BUILDING Hglsr’ HBtr\U+00E5 – lfk\U+00E5 Hgls_______] 1 HgalhG \A1;4.50 \A1;14.60 \A1;16.10 \A1;5.80 \A1;5.50 \A1;3.80 \A1;3.60 \A1;2.50 \A1;7.50 \A1;1.20 \A1;4.40 \A1;.40 \A1;R1.50 \A1;1.85 \A1;.70 \A1;1.85 \A1;.70 \A1;3.00 \A1;.65 \A1;.65 \A1;4.30 \A1;.10 \A1;.70 \A1;.10 \A1;.65 \A1;3.30 \A1;5.90 \A1;3.30 \A1;.10 \A1;.20 \A1;.90 \A1;8.80 \A1;5.90 \A1;2.55 \A1;3.14 \A1;.10 \A1;.20 \A1;.90 \A1;7.60 \A1;1.20 \A1;5.90 \A1;R.70 \A1;.80 \A1;R1.50 \A1;1.25 \A1;1.25 \A1;.60 \A1;.60 \A1;4.00 \A1;.80 \A1;.60 \A1;2.20 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.45 \A1;2.80 \A1;2.00 \A1;.80 \A1;R3.68 \A1;R1.50 \A1;R1.50 \A1;.45 \A1;.20 \A1;.15 \A1;1.25 \A1;1.30 \A1;5.90 \A1;5.88 \A1;.10 \A1;.40 \A1;3.00 \A1;.80 \A1;2.00 \A1;.20 \A1;.80 \A1;.80 \A1;2.20 \A1;.37 \A1;.55 \A1;1.50 \A1;8.80 \A1;7.60 \A1;.10 \A1;.20 \A1;.45 \A1;1.25 \A1;1.30 \A1;.15 \A1;.20 \A1;.45 \A1;.50 \A1;.30 \A1;.40 \A1;6.90 \A1;5.90 \A1;.35 \A1;.40 \A1;.15 \A1;.10 \A1;5.80 \A1;2.70 \A1;2.40 \A1;2.15 PARTIAL SIEPLAN – PRAYER HALL Hgl,rU HguhL Hgjtwdg\U+00E5 – lfk\U+00E5 Hglwg\U+00E5 2 HgalhG \A1;4.40 \A1;.40 \A1;4.30 \A1;3.30 \A1;5.90 \A1;3.30 \A1;.10 \A1;.90 \A1;8.80 \A1;3.14 \A1;7.60 \A1;1.20 \A1;8.45 \A1;.40 \A1;.45 \A1;R3.68 \A1;2.70 \A1;2.40 \A1;2.15 5M. 0 1 SHEET CONTENTS : SHT. NO. L – vrL hgg,pm hsL hgg,pm OWNER : hglhg; LOCATION : PROJECT TITLE : hgl,rU DATE SCALE APPROVED BY DRAWN BY MECHANICAL lav,U STRUCTURAL ARCHITECTURAL Vsl ld:hkd:h hgjHvdO lrdHS hgvsL ELECTRICAL PROJECT NO. DESIGNER hujlh] 6717737 VrL hglaV,U hkaHZ lulhVD jwldL :iVfhu HglIkS wbP Hg>ydfN ggjwldlHJ HgIksdi jVodW VrL – 3921 – th:S 6715892 jgdt,K 21472 WF ]M 7919 lik]S lpl,] u,Q Hgav:m Hguvfdm gb]HvM l]dkm hgvdhQ l]dkm HglkjuhJ Hgwpdm Hgsu,]dm 1 \ 1 \ 100 1 \ GROUND FLOOR – MOSQUE BUILDING Hglsr’ HBtr\U+00E5 – lfk\U+00E5 Hgls_______] 3 HgalhG H/C WC WC WC LOBBY LADIES PRAYER HALL ENTRANCE LOBBY ABLUTION ROOM PANTRY MENS-TOILET -WC 420 PERSON WC WC WC ELEC.ROOM MIHRAB UP UP +0.45 ±0.00 ENT. +0.45 +0.45 FFL +1.50 +0.45 WATERTANK ROOM OPEN TO SKY +1.25 +0.45 FFL UP +0.30 +0.45 FFL R A M P +0.45 UP +0.45 FFL W.C +0.45 WC WC WC WC UP +0.45 FFL UP UP UP 5 5 5 5 STAIR ROOM SHOE RACK WC WC WC 5 5 5 5 ABLUTION LADIES-TOILET 5 5 MAIN PRAYER HALL MENARET +0.35 GROUND FLOOR SLAB LVL. +6.25 ROOF SLAB LVL. ±0.00 GROUND LVL. +24.90 MINARET LVL. + 19.35 PARAPET LVL +10.25 DOME PEAK LVL. +6.95 ROOF SLAB LVL-2 +3.65 FIRST FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. ELEVATION-1 +3.65 FIRST FLOOR SLAB LVL. +18.45 SLAB LVL + 20.25 LVL +4.00 LVL. ELEVATION-2 +6.95 ROOF SLAB LVL-2 +3.65 FIRST FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. +8.80 PARAPET LVL. +8.80 PARAPET LVL +3.65 F-FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. ±0.00 GROUND LVL. ±0.00 GROUND LVL. +24.90 MINARET LVL. +18.45 SLAB LVL +10.25 DOME PEAK LVL ELEVATION-4 +6.95 ROOF SLAB LVL-2 +3.65 FIRST FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. +8.80 PARAPET LVL. +5.45 PARAPET LVL. ±0.00 GROUND LVL. +4.00 LVL. +8.80 PARAPET LVL +3.65 F-FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. ±0.00 GROUND LVL. +24.90 MINARET LVL. + 19.35 PARAPET LVL +18.45 SLAB LVL +10.25 DOME PEAK LVL. ELEVATION-3 GRC DECORATION PANEL(TYP) GRC DECORATION PANEL(TYP) + 20.25 LVL +6.95 ROOF SLAB LVL-2 +3.65 FIRST FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. +4.00 LVL. +8.80 PARAPET LVL +3.65 F-FLOOR SLAB LVL. +0.35 GROUND FLOOR SLAB LVL. ±0.00 GROUND LVL. + 19.35 PARAPET LVL +18.45 SLAB LVL +24.90 MINARET LVL. GRC DECORATION PANEL(TYP) GROOVE IN PLASTERING(TYP) +6.25 SLAB LVL. +8.15 +5.50 +8.80 +8.80 +7.30 +4.50 +6.50 +4.10 +3.75 +8.80 +5.45 +4.50 +3.75 +4.10 +9.65 +8.15 +5.50 +8.80 +3.75 +4.50 +6.50 +7.30 +8.80 +7.30 +7.30 +4.10 +4.50 +4.30 +9.65 +8.80 +6.50 +4.30 +3.00 SEE DETAIL – 1 SEE DETAIL – 1 MINARET DETAIL REFER TO DWG. NO. AR-11 1 H/C WC WC WC LOBBY LADIES PRAYER HALL ABLUTION ROOM PANTRY MENS-TOILET -WC 300 PERSON WC WC WC ELEC.ROOM MIHRAB UP +0.45 ENT. +0.45 +0.45 FFL +0.45 STORE +1.25 +0.45 FFL UP +0.30 +0.45 FFL W.C +0.45 WC WC WC WC UP +0.45 FFL UP UP UP 5 WC WC WC 5 5 5 5 ABLUTION LADIES-TOILET 5 5 MAIN PRAYER HALL MENARET 5 5 UP ENT. UP UP UP UP MENARET UP UP UP UP UP UP OPEN TO SKY A 15mm PLASTERING 5mm WATER PROOFING MEMBRANE 1000g.SEPARATING MEMBRANE RCC SLAB AS PER STRUCTURAL DESIGN 100mm SPRAYED HEAT INSULATION (35/40kg/m) EXTERNAL PLASTER W/EXPANDED METAL 3 20mm TILES 80mm CEMENT + SAND 1000g. POLYTHENE SHEET WELL-COMPACTED SOIL FILL 120mm CONCRETE WITH MESH A-252 HEAVY DUTY CARPET 15mm PLASTERING 100mm THK.EXTRUDED POLYSTRENE(35-40kg/m) 5mm WATER PROOFING MEMBRANE R.C.C SLAB AS PER STRUCTURAL DESIGN 1000g.SEPARATING MEMBRANE SCREED 75mm AVERAGE 3 (OUTSIDE) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMN HILAL(TYP) 5 MIHRAB 5 5 +6.25 SSL +0.35 SSL +0.35 +0.45 FFL +6.25 +8.80 SSL +6.25 SSL +10.25 +8.80 +3.65 FIRST FLR SLAB LVL. +0.35 SSL ±0.00 G.L 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.45 FFL SECTION A-A DAILY PRAYER HALL ENTRANCE LOBBY MAIN PRAYER HALL +0.35 +0.45 +1.25 +3.65 5 5 COLUMN 5 +8.80 BEAM LINE Cutting Line 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.35 +0.45 +6.25 +8.80 +0.35 ±0.00 G-LVL. BEAM WOODEN MUSHRABIA SECTION B-B SCREEN 5 ±0.00 G.L 5 5 DECORATIVE GRC SCREEN DECORATIVE GRC SCREEN WOODEN MUSHRABIA SCREEN 5 15mm PLASTERING 100mm THK.EXTRUDED POLYSTRENE(35-40kg/m) 5mm WATER PROOFING MEMBRANE R.C.C SLAB AS PER STRUCTURAL DESIGN 1000g.SEPARATING MEMBRANE SCREED 75mm AVERAGE 3 15mm PLASTERING 5mm WATER PROOFING MEMBRANE 1000g.SEPARATING MEMBRANE RCC SLAB AS PER STRUCTURAL DESIGN 100mm SPRAYED HEAT INSULATION (35/40kg/m) EXTERNAL PLASTER W/EXPANDED METAL 20mm TILES 80mm CEMENT + SAND 1000g. POLYTHENE SHEET WELL-COMPACTED SOIL FILL 120mm CONCRETE WITH MESH A-252 HEAVY DUTY CARPET 15mm PLASTERING 100mm THK.EXTRUDED POLYSTRENE(35-40kg/m) 5mm WATER PROOFING MEMBRANE R.C.C SLAB AS PER STRUCTURAL DESIGN 1000g.SEPARATING MEMBRANE SCREED 75mm AVERAGE +6.25 ROOF SLAB LVL-2 +0.35 GROUND FLOOR SLAB LVL. +8.80 PARAPET LVL. ±0.00 GROUND LVL. +0.35 GROUND FLOOR SLAB LVL. +6.25 ROOF SLAB LVL. ±0.00 GROUND LVL. +7.30 PARAPET LVL. +8.80 LVL. +4.30 PARAPET LVL. +3.65 FIRST FLOOR SLAB LVL. +6.95 ROOF SLAB LVL-2 B D E F G H G1 C 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HILAL(TYP) +6.25 SSL +0.35 SSL +0.45 FFL +8.80 +6.25 SSL +10.25 +8.80 +0.35 SSL ±0.00 G.L 5 5 +0.45 FFL SECTION A-A OPEN TO SKY HALL ENTRANCE LOBBY MAIN PRAYER HALL +0.35 +0.45 +1.25 +3.65 5 +0.35 GROUND FLOOR SLAB LVL. +6.25 ROOF SLAB LVL. ±0.00 GROUND LVL. +7.30 PARAPET LVL. +8.80 LVL. +4.30 PARAPET LVL. +3.65 FIRST FLOOR SLAB LVL. +6.95 ROOF SLAB LVL-2 5 5 5 5M. 1 0 5M. 1 0 UP ENT. UP UP UP UP MENARET 5M. 1 0 SHOPING CENTER MASJED a__hvU 20 ljV UP UP UP UP UP UP OPEN TO SKY CONTROL ADMIN 5 ELEVATIONS 3&4 – MOSQUE BUILDING Hg,Hih J 3 , 4 – lfk\U+00E5 Hgls_______]