Processing Plant DWG Full Project for AutoCAD

Processing Plant DWG Full Project for AutoCAD

Chicken processing plant ;and all buildings related to the project

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

graphic scale :, scale :, metal roofing panel, t. o. bond beam, steel column, wall with insulation, scale, metal roof panel, top of slab, continue from, left, width, inlet, scum, water level, c.i, manhole cover, out let, sludge, rcc, beam, standing wall, outlet, iron foot step, section b-b, arrangement of steel, bars in roof slab, stone metal, honeycomb wall, description, specified, compressive strength, for non reinforced cast in, place concrete, suspended slabs and walls, for footings,pedestals,columns,, grade beams,slab on grade,, general notes:, foundation formation level shall be fully compacted before placing, lean concrete., all slab on grade, beams and footings shall have no horizontal construction, joints. stops in concrete work must be made at middle third of span with, vertical joints., reinforcing steel bars shall be deformed billet steel bars conforming to, backfill between excavation and footings shall be compacted to a, foundation reinforcement table, type, palin cocrete, reinf. concrete, short steel, long steel, main, capo., rings, section, steel, nicks, columns, down steel, ground beam reinforcement table, up steel, lean concrete, c section, c section, of roof, base plate, bottom of steel, leveling grout, slope, frame elevation, pre-fin. metal ridge flashing, pre-fin. non-insulated metal roof panel, steel purlins, steel beam, with wire mesh reinfo., plan, roof, gri., mix., n. g.level, roof slab reinforcement table, notes, str., sec: a-a, for all concrete above ground lev type i, structural engineer., architectural and mechanical drawings. openings not shown on structural,, drawings shall be installed only after the approval of the, the pouring of concrete., submitted to the engineer for approval., the locations of all construction joints shall be shown on shop dwgs, all reinforcement shall be continued across construction joints., perpendicular to the main reinforcement., at the tops of footings or floor slabs, joints shall be placed, columns shall be at the underside of floors,slabs,beams,or girders and, to twice the width of the beam. construction joints in walls and, point,in which case the joint in the girder shall be offset a distance equal, middle one third of the spans unless a beam intersects a girder at this, construction joints,any stops in concrete work must be located near the, all slabs,joists,beams,girders and footings shall have no horizontal, poured before pouring beams and slabs adjacent to those columns., there shall be a delay of at least two hours after columns have been, on manufacturers specs., drawings for approval which shall be based, considred part of this contract.the contractor should provide shop, structural concrete notes, as follows:, – plean concrete fills,, concrete blinding and, all other concrete,, including foundations,, walls, solid slabs, joists, columns, all beams and, the portland cement to be used in the concrete mix shall, be as follows:, labeled, supported and spaced in forms and secured in, place in accordance with the procedures and requirements, ” requirements, steel sizes, spacing, placement, construction joints, curbs,, depressions etc. shall be submitted to the supervising engineer, for review and approval prior to fabrication., in the drawings., panels and tied securely., be detailed as follows:, a. the under side of all footings and concrete placed against, reinforcing, unless noted otherwise., additional reinforcing requirements of pads. these pads are, of the gross concrete area., immediately prior to pouring new concrete., wall , slab and footing openings., see also applicable specifications sections on concrete., except as otherwise shown all underground structures, in contact with soil should receive two coats bituminous paint, as specified., building elevation, fin. flr. line, top of sidewalk, top of parapet, top of roof slab, building section, wall detail, air flow, metal screw, wood frame, inside, outside, aluminum backdraft damper, varies, fixed aluminum exhaust louver to fit opening, inside clear opening, not, wall mtd. exhaust fan detail, wall, fire extinguisher holder mounting detail, n.t.s., mtg. detail of portable fire extinguisher, pressure gauge, hose, blow pipe, cylinder, fin. floor line, stiffeners, fire extinguisher, ffl, type a, roof slab, section in wall, section in reinforcement wall, section colum, offal pump, packing table, packing horn, offal separator, recirculation pump, blood pump, blood collecting tank, vaccume plant, vaccume reservoir, collecting tank, air compressor, no., pos no, item, legend, el.drive unit, collecting tray, over head cooling conveyor, frequency converter, set of guide rails, bird discharger, single guide rail, weighing bridge, drop -off station, aut.opening machine, aut.eviscerator, aut.vent cutter, evisceration trough, giblet transport channels, gizzard cutti

Raw text data extracted from CAD file:

1 0 .5 GRAPHIC SCALE : SCALE : 1 .5 0 2 1 .5 SCALE : 1 : 20 M 0 1 2 3 4 5 .5 SCALE : 1 : 50 M 1 : 10 M \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;46.00 \A1;19.56 \A1;38.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;137.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;131.00 \A1;137.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;50.00 \A1;50.00 \A1;62.00 \A1;31.00 \A1;31.00 \A1;31.00 \A1;31.00 \A1;13.25 \A1;10.00 \A1;28.50 \A1;10.00 \A1;13.25 \A1;77.00 \A1;38.50 \A1;38.50 \A1;38.50 \A1;38.50 \A1;77.00 \A1;40.00 \A1;77.00 \A1;38.50 \A1;38.50 \A1;38.50 \A1;38.50 \A1;77.00 \A1;40.00 \A1;7.00 \A1;9.50 \A1;187.00 \A1;131.00 \A1;15.00 \A1;36.00 \A1;36.00 \A1;20.00 \A1;41.00 \A1;24.17 \A1;44.17 \A1;58.00 \A1;20.00 \A1;29.00 \A1;46.50 \A1;38.00 \A1;38.00 \A1;46.50 \A1;16.00 \A1;18.50 \A1;38.50 \A1;36.00 \A1;18.50 \A1;17.25 \A1;18.00 \A1;18.00 \A1;17.25 \A1;18.50 \A1;36.00 \A1;48.00 \A1;36.00 \A1;18.50 \A1;18.00 \A1;17.25 \A1;18.00 \A1;38.00 \A1;48.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;62.00 \A1;31.00 \A1;62.00 \A1;31.00 \A1;31.00 \A1;80.00 \A1;40.00 \A1;77.00 \A1;38.50 \A1;38.50 \A1;77.00 \A1;80.00 \A1;40.00 \A1;15.00 \A1;10.00 \A1;30.00 \A1;10.00 \A1;15.00 \A1;80.00 \A1;40.00 \A1;80.00 \A1;40.00 \A1;80.00 \A1;40.00 \A1;80.00 \A1;40.00 \A1;20.00 \A1;10.00 \A1;20.00 \A1;10.00 \A1;21.00 \A1;10.00 PRE-FINISHED INSULATED (SANDWICH) METAL ROOFING PANEL ELEV. +3.00 T. O. BOND BEAM 5 1 2 0 16 / 2 0 16 / 2 0 10 / 016 STUD / 010@200 / STEEL COLUMN (W8x40) 200mm. THK. CMU WALL WITH INSULATION 200 SCALE 1 : 20 M. A DETAIL "1" 600 PF (PORTAL FRAME) PF (PORTAL FRAME) PRE-FINISHED INSULATED (SANDWICH) METAL ROOF PANEL ELEV. 0.00 TOP OF SLAB 2 0 16 / 1 0 16 / CONTINUE FROM LEFT 150mm. SUB BASE COURSE COMPACTED 95 % (TYPICAL) 150mm. SUB BASE COURSE COMPACTED 95 % (TYPICAL) 010@200 / F F F F F F F F F F F F 1200 1000 7800 7800 59600 8388 8250 8250 9825 8250 8250 8388 23900 5975 5975 5975 5975 200 7100 1200 13300 1200 10800 1200 9500 2400 1000 1200 3200 3000 900 3000 1000 200 6500 200 7700 200 6300 200 1.8 200 1500 150 1500 200 1500 150 1500 200 1800 200 3200 200 3200 200 4700 200 8800 200 3800 200 1500 150 150 1500 10900 200 3000 200 9600 6200 200 3200 3750 200 3750 2600 100 15500 3000 100 13400 4700 200 8700 200 6700 200 4000 3800 3500 200 14.5 18200 5500 2000 200 3300 5500 950 100 950 2400 1200 75 200 1800 75 1200 75 1200 75 1800 75 7800 200 200 54600 200 29000 200 725 200 400 200 400 200 725 200 450 225 500 200 450 225 500 200 300 150 475 275 300 150 475 275 100 100 250 150 200 200 75 600 200 250 150 1200 400 75 800 100 200 7800 7800 7800 7800 7250 7250 7250 7250 200 75 75 150 200 150 200 300 300 2000 75 400 800 300 150 200 225 225 200 1200 200 75 200 250 250 1100 WIDTH 1850 WIDTH 3100 WIDTH HT HT HT 2700 75 75 2700 75 200 550 75 75 100 400 250 150 3500 1200 75 75 75 75 1200 250 200 1200 (MIN.) 500 3500 75 500 1200 400 75 7800 7800 7800 7800 7250 7250 7250 7250 200 75 75 150 200 150 200 300 300 2000 75 400 800 300 150 200 225 225 200 1200 200 75 200 250 250 59600 8388 8250 8250 9825 8250 8250 8388 23900 5975 5975 5975 5975 200 7100 1200 13300 1200 10800 1200 9500 2400 1000 1200 3200 3000 900 3000 1000 200 6500 200 7700 200 6300 200 1.8 200 1500 150 1500 200 1500 150 1500 200 1800 200 3200 200 3200 200 4700 200 8800 200 3800 200 1500 150 150 1500 10900 200 3000 200 9600 6200 200 3200 3750 200 3750 2600 100 15500 3000 100 13400 4700 200 8700 200 6700 200 4000 3800 3500 200 14.5 18200 5500 2000 200 3300 5500 950 100 950 2400 1200 1000 7800 7800 1100 WIDTH 1850 WIDTH 3100 WIDTH HT HT HT 1200 75 200 1800 75 1200 75 1200 75 1800 75 7800 200 200 54600 200 29000 200 725 200 400 200 400 200 725 200 450 225 500 200 450 225 500 200 300 150 475 275 300 150 475 275 100 100 250 150 200 200 75 600 200 250 150 1200 400 75 800 100 200 2700 75 75 2700 75 200 550 75 75 100 400 250 150 3500 1200 75 75 75 75 1200 250 200 1200 (MIN.) 500 3500 75 500 \A1;1800 \A1;1800 \A1;3000 \A1;3000 \A1;500 \A1;3000 \A1;500 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;500 \A1;9000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 1100 WIDTH 1850 WIDTH 3100 WIDTH HT HT HT \A1;211.20 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;46.00 \A1;19.56 \A1;38.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;36.00 \A1;36.00 \A1;20.00 \A1;41.00 \A1;24.17 \A1;44.17 \A1;58.00 \A1;20.00 \A1;29.00 \A1;46.50 \A1;38.00 \A1;38.00 \A1;46.50 \A1;16.00 \A1;18.50 \A1;38.50 \A1;36.00 \A1;18.50 \A1;17.25 \A1;18.00 \A1;18.00 \A1;17.25 \A1;18.50 \A1;36.00 \A1;48.00 \A1;36.00 \A1;18.50 \A1;18.00 \A1;17.25 \A1;18.00 \A1;38.00 \A1;48.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;131.00 \A1;15.00 \A1;10.00 \A1;36.00 \A1;10.00 \A1;22.00 \A1;19.00 \A1;19.00 \A1;50.00 \A1;38.00 \A1;40.00 \A1;23.00 \A1;36.00 \A1;187.00 \A1;36.00 \A1;23.00 \A1;40.00 \A1;38.00 \A1;50.00 \A1;187.00 \A1;131.00 \A1;15.00 \A1;10 \A1;10 \A1;20 \A1;10 \A1;800 \A1;10 \A1;20 \A1;10 \A1;10 \A1;15 \A1;30 \A1;30 \A1;15 INLET C.I PIPE 10cm DIA SCUM WATER LEVEL VENT PIPE 5cm d MANHOLE COVER (45 x 45) C.I MANHOLE COVER C.I MANHOLE COVER (45 x 45 DIA) C.I OUT LET C.I PIPE 10cm DIA \A1;15 \A1;15 \A1;110 \A1;15 \A1;45 \A1;160 SLUDGE SLOPE 1:20 RCC BEAM (15 x 15 OPENING) STANDING WALL DEPTH OF BLOCK MASONARY .40cm FROM FLOOR RCC BEAM \A1;170 \A1;15 \A1;15 \A1;45 \A1;140 \A1;30 \A1;140 \A1;30 \A1;180 \A1;170 FLOOR SLOPE 1 : 20 INLET MH OUTLET MH MH 15 cm dia P.V.C pipe 15 cm dia P.V.C pipe iron foot step iron foot step A A SCALE 1:50 SCALE 1:50 \A1;10 \A1;10 \A1;20 \A1;10 \A1;160 \A1;20 \A1;200 \A1;20 \A1;380 \A1;10 \A1;20 \A1;10 \A1;10 1 2 3 A B \A1;10 \A1;10 \A1;20 \A1;10 \A1;280 \A1;10 \A1;20 \A1;10 \A1;10 \A1;40 \A1;780 \A1;40 \A1;20 \A1;20 \A1;20 \A1;390 \A1;390 4-16,1m long 4-16,top1m long 4-16,1m long 4-16,top 1m long C B3 C C B3 C B3 C C B3 12mm d @ 36cm c/c. 12mm d @ 36cm c/c. extra bar at top (12mm d @22 cm c/c.) 12mm d @ 36cm c/c. 12mm d @ 36cm c/c. extra bar at top (12mm d @22 cm c/c.) solid slab thickness 15 cm B2 extra bar at top (12mm d @22 cm c/c.)220 cm long 12mm d @ 22cm c/c. 12mm d @ 22cm c/c. GL = 40 B B \A1;20 \A1;300 \A1;20 \A1;20 \A1;400 \A1;20 \A1;400 \A1;20 SCALE 1:50 12mm d @36 cm c/c 12mm d @36 cm c/c 12mm d @22 cm c/c 5-12T 5-12T SECTION B-B SCALE 1:50 ARRANGEMENT OF STEEL BARS IN ROOF SLAB \A1;18 \A1;18 \A1;36 \A1;40 \A1;360 \A1;40 \A1;360 \A1;40 \A1;30 2-16T + 2-12T 2-12T 2-16T + 2-12T 2-12T 2-16T + 2-12T 2-16T 4-16T 3-16T 5-16T 3-16T 5-6mmd@20cm c/c 5-6mmd@20cm c/c BEAM ON GRID (A&B) 3-16T 5-6mmd@20cm c/c BEAM ON GRID (1&3) \A1;20 \A1;300 \A1;20 \A1;30 1-16T + 2-12T 2-16T 2-16T 2-12T + 1-16T 3-16T 5-6mmd@15cm c/c BEAM ON GRID (2) \A1;20 \A1;300 \A1;20 \A1;30 1-16T + 2-12T 2-16T 2-16T 2-12T + 1-16T 2-12T 2-12T SOAK PIT 200DIA INLET 20 x 20cm RCC SUPPORT FOR PIPE STEEL IN ROOF (12mmd@25cm c/c both way 15cm RCC ROOF 10cm dia ci pipe stone metal honeycomb wall \A1;20 \A1;200 \A1;20 \A1;300 \A1;15 \A1;20 \A1;20 1. DESCRIPTION SPECIFIED COMPRESSIVE STRENGTH 28 MPa 21 MPa FOR NON REINFORCED CAST IN PLACE CONCRETE FOR DESIGN PURPOSES (F'c) FOR WALKWAYS & SIDEWALKS. AT 28 DAYS SHALL BE AS SHOWN BELOW; 18 MPa UNLESS OTHERWISE SHOWN OR SPECIFIED THE CONCRETE COMPRESSIVE STRENGTH (fc ') SUSPENDED SLABS AND WALLS FOR FOOTINGS,PEDESTALS,COLUMNS, GRADE BEAMS,SLAB ON GRADE, GENERAL NOTES: 6. FOUNDATION FORMATION LEVEL SHALL BE FULLY COMPACTED BEFORE PLACING LEAN CONCRETE. 7. 2. ALL SLAB ON GRADE, BEAMS AND FOOTINGS SHALL HAVE NO HORIZONTAL CONSTRUCTION JOINTS. STOPS IN CONCRETE WORK MUST BE MADE AT MIDDLE THIRD OF SPAN WITH VERTICAL JOINTS. 3. 4. 5. REINFORCEMENT OF SLAB ON GRADE ; REINFORCING STEEL BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO 2 PROVIDE 75 mm. THK. BLINDING CONCRETE UNDER ALL FOOTINGS & 50 mm THK. FOR GRADE BEAMS. BACKFILL BETWEEN EXCAVATION AND FOOTINGS SHALL BE COMPACTED TO A 100 mm thk. SLAB MINIMUM DENSITY OF 95% (MODIFIED FACTORED) . REINFORCEMENT: WIREMESH 6mm ASTM A - 615M GRADE 400 WITH A MINIMUM YIELD STRENGTH OF 420 N / mm . 1 1 2 2 3 3 4 4 B A B A 15.00 5.00 8.00 1.0 2 2.0 2 1 4.00 1 4.00 1 2.00 1 1 2 2 3 3 4 4 B A B A F1 F1 F1 F1 F1 F1 F1 F1 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 100 100 10 2T12 4T12 2T12 4T12 D cm cm W cm L 80 80 40 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T12 200 NICKS COLUMNS 200 200 5 8 3T12 500 200 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T12 RINGS 5 10 m` S1 S1 S1 S1 S1 S1 S1 S1 1 1 2 2 3 3 4 4 B A B A 15.00 5.00 8.0 LEAN CONCRETE LEAN CONCRETE W 160mm S=1.5% (W160mm) (W160mm) STEEL COLUMN STEEL COLUMN C SECTION C SECTION L C OF ROOF BASE PLATE BOLTS & NUTS BOTTOM OF STEEL ELEV. +4.00 LEVELING GROUT SLOPE FRAME ELEVATION SCALE PRE-FIN. METAL RIDGE FLASHING PRE-FIN. NON-INSULATED METAL ROOF PANEL STEEL PURLINS STEEL BEAM 8.00 0.40 0.40 BOTTOM OF STEEL ELEV. +4.60 BOLTS & NUTS PLATE 10mm THICK S=1.5% CONC. FLOOR 10cm THICK. WITH WIRE MESH REINFO. CEMENT. 300kg.m3 400 1200 75 PLAN SCALE ROOF 1.0 8.00 1.0 2 2.0 2 1.0 5.00 5.00 2.00 14,4 2.0 1 4.00 1 4.00 1 2.0 15.00 5.00 5.00 5.00 8.00 5.00 5.00 GRI. MIX. S1 S1 SCALE SCALE 1 4 N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 B A SCALE N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 SCALE 2 3 4 1 N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 SCALE 3 2 A B N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 SCALE 1. DESCRIPTION SPECIFIED COMPRESSIVE STRENGTH 28 MPa 21 MPa FOR NON REINFORCED CAST IN PLACE CONCRETE FOR DESIGN PURPOSES (F'c) FOR WALKWAYS & SIDEWALKS. AT 28 DAYS SHALL BE AS SHOWN BELOW; 18 MPa UNLESS OTHERWISE SHOWN OR SPECIFIED THE CONCRETE COMPRESSIVE STRENGTH (fc ') SUSPENDED SLABS AND WALLS FOR FOOTINGS,PEDESTALS,COLUMNS, GRADE BEAMS,SLAB ON GRADE, GENERAL NOTES: 6. FOUNDATION FORMATION LEVEL SHALL BE FULLY COMPACTED BEFORE PLACING LEAN CONCRETE. 7. 2. ALL SLAB ON GRADE, BEAMS AND FOOTINGS SHALL HAVE NO HORIZONTAL CONSTRUCTION JOINTS. STOPS IN CONCRETE WORK MUST BE MADE AT MIDDLE THIRD OF SPAN WITH VERTICAL JOINTS. 3. 4. 5. REINFORCEMENT OF SLAB ON GRADE ; REINFORCING STEEL BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO 2 PROVIDE 75 mm. THK. BLINDING CONCRETE UNDER ALL FOOTINGS & 50 mm THK. FOR GRADE BEAMS. BACKFILL BETWEEN EXCAVATION AND FOOTINGS SHALL BE COMPACTED TO A 100 mm thk. SLAB MINIMUM DENSITY OF 95% (MODIFIED FACTORED) . REINFORCEMENT: WIREMESH 6mm ASTM A - 615M GRADE 400 WITH A MINIMUM YIELD STRENGTH OF 420 N / mm . \U+0635\U+0627\U+0644\U+0629 \U+0637\U+0639\U+0627\U+0645 \U+0645\U+0637\U+0628\U+062E \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0645\U+0634\U+0644\U+062D \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+0645\U+0634\U+0644\U+062D \U+0645\U+0648\U+0632\U+0639 460X360 380X580 465X380 465X380 385X380 380X480 360X185 185X360 180X173 180X173 380X480 180X173 180X173 \U+062D\U+0645\U+0627\U+0645 265X160 \U+0645\U+0634\U+0644\U+062D 185X160 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F3 F3 F3 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 F1 F1 F1 S1 S3 S3 S3 S3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R3 R3 R3 R3 R3 R1 R1 R1 R1 R1 R1 R1 m` RINGS UP STEEL TYPE DOWN STEEL mm D mm W ROOF SLAB REINFORCEMENT TABLE NOTES STR. UP SECTION A 1-3 600 300 5T16 3T16 6T14 5T8m` ADDING STEEL T10/550 TOW SIDE FOR THE UPPER SLAB R1 R1 R1 A 1-3 A 3-6 A 6-9 B 1-3 B 3-6 B 6-9 C 1-3 E 1-3 F 5-9 D 5-9 G 2-4 G 4-9 H 3-4 Q 4-9 EF 3-5 CD 3-5 F1 F2 F2 F1 F`6 F`6 F3 F4 F5 F6 F7 F8 F8 F`6 F F7 F9 F10 F3 F11 F12 F12 F`6 F A 3-6 700 300 8T16 4T16 7T14 A 6-9 600 300 5T16 3T16 6T14 B 1-3 1200 300 8T16 4T16 6T14 B 3-6 1200 300 8T16 4T16 6T14 B 6-9 1200 300 9T16 4T16 6T14 C 1-3 1000 300 8T16 4T16 6T14 CD 3-5 1000 300 8T16 4T16 6T14 D 5-9 1000 300 10T16 4T16 6T14 E 1-3 1000 300 8T16 4T16 6T14 EF 3-5 1000 300 8T16 4T16 6T14 F 5-9 1000 300 10T16 4T16 6T14 G 2-4 1000 300 8T16 4T16 6T14 G 4-9 1000 300 10T16 4T16 6T14 H 3-4 600 300 6T16 2T16 6T14 Q 4-9 600 300 6T16 - F1 600 300 4T14 F2 650 300 6T14 4T14 F3 600 300 3T14 3T14 F4 650 300 4T14 2T14 4T14 F5 700 300 5T14 3T14 5T14 F6 700 300 6T14 3T14 4T14 F7 600 300 3T14 F8 650 300 4T14 F9 850 300 8T14 F10 750 300 4T14 2T14 F11 600 300 6T14 - 4T14 F12 650 300 4T14 3T14 5T14 R1 150 300 2T14+1T12 - 1T14 R2 150 300 2T14 - 1T12 F`6 425 300 4T14 - 6T14 F 300 300 4T14 - 4T14 R3 150 300 2T12 - 1T12 5T10m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T12m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 2T14 2T14 2T14 2T14 2T14 2T14 4T14 4T14 4T14 4T14 4T14 4T14 8T16m` 5T12m` 8T16m` 5T12m` 8T16m` 5T12m` F3 F3 F6 4T14 3T14 500 500 300 300 S2 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T14 4T14 5 10 RINGS 5 10 m` m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T14 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 140 120 10 2T14 4T14 2T14 5T14 D cm cm W cm L 120 100 40 F2 170 140 10 2T14 5T14 7T14 150 120 50 2T14 3T12 400 200 S3 3T12 5 8 400 200 NICKS COLUMNS 450 250 5 8 F3 100 100 10 2T12 5T12 5T12 80 80 30 2T12 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+0635\U+0627\U+0644\U+0629 \U+0637\U+0639\U+0627\U+0645 \U+0645\U+0637\U+0628\U+062E \U+0646\U+0648\U+0645 \U+0645\U+0648\U+0632\U+0639 460X360 380X580 465X380 465X380 385X380 \U+062D\U+0645\U+0627\U+0645 265X160 \U+0645\U+0634\U+0644\U+062D 185X160 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B C D E F B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R3 R3 R3 R1 R1 R1 R1 R1 R1 B 1-3 B 3-6 C 1-3 E 1-3 F 5-9 D 5-9 G 2-4 G 4-9 H 3-4 Q 4-9 EF 3-5 CD 3-5 F3 F4 F5 F7 F8 F8 F7 F9 F10 F3 F11 F12 F12 8T16m` 5T12m` 8T16m` 5T12m` 8T16m` 5T12m` F3 F3 F6 500X600 F1 F1 F1 F1 F1 F1 1 2 1 2 C B A C B A 5 5 5 S1 S1 S1 S1 S1 S1 S1 1 2 1 2 C B A C B A 5 5 5 1 2 1 2 C B A C B A 5 5 5 CB1 B1-2 A1-2 A1-2 CB1 CB1 CB1 5 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 140 120 10 2T14 4T14 2T14 5T14 D cm cm W cm L 120 100 40 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T14 400 200 NICKS COLUMNS 450 250 5 8 3T14 500 200 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T14 RINGS 5 10 m` m` RINGS UP STEEL TYPE DOWN STEEL mm D mm W ROOF SLAB REINFORCEMENT TABLE NOTES STR. UP SECTION CB1 750 320 5T16 3T16 4T14 6T8 A1-2 400 320 3T16 2T16 2T14 6T8 B1-2 600 5T16 2T16 6T8 R 150 2T14 - 6T8 ADDING STEEL T10/550 TOW SIDE FOR THE UPPER SLAB 320 320 3T14 1T12 5 5 5 800X750 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T14 400 200 NICKS COLUMNS 450 250 5 8 3T14 500 200 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T14 RINGS 5 10 m` m` RINGS UP STEEL TYPE DOWN STEEL mm D mm W ROOF SLAB REINFORCEMENT TABLE NOTES STR. UP SECTION B1 700 300 6T16 3T16 4T14 6T8 B2 900 300 8T16 3T16 4T14 6T8 A1 600 300 4T16 2T16 4T14 6T8 A2 900 6T16 2T16 6T8 R 150 2T12 - 6T8 ADDING STEEL T10/550 TOW SIDE FOR THE UPPER SLAB 300 300 4T14 1T12 3 3 2 2 1 1 B B A A C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 2 2 1 1 B B A A C C 5 5 5 5 5 5 5 5 5 5 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 140 120 10 2T14 4T14 2T14 5T14 D cm cm W cm L 120 100 40 F2 170 140 10 2T14 5T14 7T14 140 120 50 2T14 F1 F2 F1 F1 F1 F1 F1 F1 F1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 3 3 2 2 1 1 B B A A C C 5 5 5 5 5 5 5 5 5 5 5 5 A1 A1 A1 A1 A2 A2 B1 B1 B1 B1 B2 B2 5 5 5 5 5 5 5 5 \U+0645\U+0635\U+0646\U+0639 \U+0627\U+0644\U+062A\U+0646\U+0642\U+064A\U+0629 \U+0645\U+062E\U+0632\U+0646 \U+0627\U+0644\U+0623\U+062F\U+0648\U+064A\U+0629 \U+0645\U+0633\U+0646\U+0639 \U+0627\U+0627\U+0644\U+062A\U+0646\U+0642\U+064A\U+0629 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+062D\U+062C\U+0631 \U+0627\U+0644\U+0623\U+0633\U+0627\U+0633 \U+0642\U+0633\U+0645 \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+062C\U+0627\U+0631\U+064A\U+0649 \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+062C\U+0627\U+0631\U+064A \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+062C\U+0627\U+0631\U+064A \U+0641\U+0646\U+064A \U+0648\U+0645\U+062E\U+062A\U+0628\U+0631 7.2 13.20 12 6 5,55 0,3 5.00 0,25 7,2 0,3 0,75 5,1 0,45 0.30 0,3 0,45 4,55 0,8 0,8 5.55 0,5 5.55 0,8 5,1 11,1 8T14 2(T8/20) 14T14 3(T8/20) T10/25cm (3) T12/20cm (4) T14/20cm (5) T10/20cm (7) T14/20cm (6) T12/20cm (1) T14/20cm (2) T16/20cm DTL. 01 DTL. 02 DTL. 01 DTL. 02 (6) T12/20cm (7) T14/20cm (1) T14/20cm (2) T16/20cm (5) T10/20cm (4) T14/20cm (3) T12/20cm 0.24 6,6 0,2 1.30 0.90 1,5 0.70 7.20 13.20 0,8 0,8 5.55 0,5 5.55 0,8 SEC: A-A A A 5.60 0,8 \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+064A\U+0627\U+0647 \U+0627\U+0644\U+0623\U+0631\U+0636\U+064A \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+064A\U+0627\U+0647 \U+0627\U+0644\U+0623\U+0631\U+0636\U+064A \U+062E\U+0632\U+0627\U+0646 \U+0627\U+0644\U+0645\U+064A\U+0627\U+0647 \U+0627\U+0644\U+0623\U+0631\U+0636\U+064A FOR ALL CONCRETE ABOVE GROUND LEV TYPE I FOUNDATION CONCRETE WITH A MAXIMUM W/C RATIO OF 0.45 II.) THE MINIMUM CEMENT CONTENT OF 350 KG/M3 SHOULD BE USED FOR STRUCTURAL ENGINEER. ALL OPENINGS SHOWN ON PLAN AND/OR SECTIONS SHALL BE VERIFIED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS NOT SHOWN ON STRUCTURAL, DRAWINGS SHALL BE INSTALLED ONLY AFTER THE APPROVAL OF THE 18. THE POURING OF CONCRETE. 22. WATER CURING SHALL BE CARRIED OUT FOR A MINIMUM PERIOD OF 7 DAYS AFTER SUBMITTED TO THE ENGINEER FOR APPROVAL. 21. THE LOCATIONS OF ALL CONSTRUCTION JOINTS SHALL BE SHOWN ON SHOP DWGS 20. ALL REINFORCEMENT SHALL BE CONTINUED ACROSS CONSTRUCTION JOINTS. PERPENDICULAR TO THE MAIN REINFORCEMENT. AT THE TOPS OF FOOTINGS OR FLOOR SLABS, JOINTS SHALL BE PLACED COLUMNS SHALL BE AT THE UNDERSIDE OF FLOORS,SLABS,BEAMS,OR GIRDERS AND TO TWICE THE WIDTH OF THE BEAM. CONSTRUCTION JOINTS IN WALLS AND POINT,IN WHICH CASE THE JOINT IN THE GIRDER SHALL BE OFFSET A DISTANCE EQUAL MIDDLE ONE THIRD OF THE SPANS UNLESS A BEAM INTERSECTS A GIRDER AT THIS CONSTRUCTION JOINTS,ANY STOPS IN CONCRETE WORK MUST BE LOCATED NEAR THE ALL SLABS,JOISTS,BEAMS,GIRDERS AND FOOTINGS SHALL HAVE NO HORIZONTAL 19. POURED BEFORE POURING BEAMS AND SLABS ADJACENT TO THOSE COLUMNS. 17. THERE SHALL BE A DELAY OF AT LEAST TWO HOURS AFTER COLUMNS HAVE BEEN ON MANUFACTURERS SPECS. DRAWINGS FOR APPROVAL WHICH SHALL BE BASED CONSIDRED PART OF THIS CONTRACT.THE CONTRACTOR SHOULD PROVIDE SHOP 02. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. STRUCTURAL CONCRETE NOTES 01. A. CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF ACI 318, "STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", OF ACI 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 302 "RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION". B. THE ULTIMATE CYLINDER COMPRESSIVE STRENGTH (f'c) OF PORTLAND CEMENT CONCRETE AT 28- DAYS SHALL BE, UNLESS NOTED OTHERWISE AS FOLLOWS: - PLEAN CONCRETE FILLS, CONCRETE BLINDING AND SCREEDS:................................f'c =180 KGS/SQ.CM. SLAB ON GRADE..................f'c =210 KGS/SQ.CM. ALL OTHER CONCRETE, INCLUDING FOUNDATIONS, WALLS, SOLID SLABS, JOISTS COLUMNS, ALL BEAMS AND STAIRS............................................f'c =280 KG/SQ.CM. C. THE PORTLAND CEMENT TO BE USED IN THE CONCRETE MIX SHALL BE AS FOLLOWS: I.) FOR ALL CONCRETE ABOVE AND BELOW GROUND FLOOR LEVEL.....TYPE V 03. ALL REINFORCING DEFORMED BARS SHALL BE NEW BILLET STEEL CONFORMING TO THE STANDARDS OF ASTM A615, GRADE 60 (fy = 4200 KGS/SQ.CM.) . 04. ALL WELDED WIRE FABRIC SHALL BE WELDED DEFORMED WIRE FABRIC AND CONFORM TO ASTM A497. 05. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE "BUILDING CODE '' REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315. 06. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING, PLACEMENT, CONSTRUCTION JOINTS, CURBS, DEPRESSIONS ETC. SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 07. ALL REINFORCING SPLICES SHALL BE STAGGERED AND SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 7, ACI 318. BUT IN NO CASE SHALL BE LESS THAN 50 BAR DIAMETERS UNLESS NOTED OTHERWISE IN THE DRAWINGS. 08. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED SECURELY. 09. UNLESS NOTED OTHERWISE THE CONCRETE COVER OF ALL RE-BARS SHALL BE DETAILED AS FOLLOWS: A. THE UNDER SIDE OF ALL FOOTINGS AND CONCRETE PLACED AGAINST BLINDING/SCREED 50MM B. FORMED CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER: 50MM C. CONCRETE SURFACES NOT EXPOSED TO EARTH OR WEATHER; FOR SLABS AND WALLS : 30 MM. FOR BEAM STIRRUPS AND COLUMN TIES : 40 MM. 10. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCING, UNLESS NOTED OTHERWISE. 11. ALL MECHANICAL , PLUMBING AND ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE (1) LAYER OF WWF DIA. 8 AT 150 E.W. SEE HVAC , PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS OF PADS. THESE PADS ARE 12. NO CONSTRUCTION SHALL BE BUILT WITHOUT REINFORCEMENT, UNLESS OTHERWISE NOTED, PROVIDE MINIMUM REINFORCING EQUAL TO 0.002 OF THE GROSS CONCRETE AREA. 13. ALL CONSTRUCTION JOINTS SHALL BE WIRE BRUSHED AND CLEANED IMMEDIATELY PRIOR TO POURING NEW CONCRETE. 14. SEE HVAC , ELECTRICAL AND PLUMBING DRAWINGS FOR PITS , DRAINS , WALL , SLAB AND FOOTING OPENINGS. SEE ALSO APPLICABLE SPECIFICATIONS SECTIONS ON CONCRETE. EXCEPT AS OTHERWISE SHOWN ALL UNDERGROUND STRUCTURES IN CONTACT WITH SOIL SHOULD RECEIVE TWO COATS BITUMINOUS PAINT AS SPECIFIED. 15. 16. FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 140 120 10 2T14 4T14 2T14 5T14 D cm cm W cm L 120 100 40 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T14 400 200 NICKS COLUMNS 450 250 5 8 3T14 500 200 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T14 RINGS 5 10 m` 1 2 2 BUILDING ELEVATION A C FIN. FLR. LINE EL.0.00 EL.-0.15 TOP OF SIDEWALK C A 1 TOP OF PARAPET EL.+3.60 FIN. FLR. LINE EL.0.00 EL.-0.15 TOP OF SIDEWALK EL.+3.20 TOP OF ROOF SLAB BUILDING ELEVATION 3 FIN. FLR. LINE EL.0.00 EL.-0.15 TOP OF SIDEWALK BUILDING SECTION DETAIL D1 D1 WALL DETAIL A 200X400mm REIN. CONC. BEAM 200mm THK. INSULATED CMU (TOOLED JT./ PAINT FIN.) 200mm THK. FAIRFACE CONC. (PAINT FIN.) FAIRFACE CONC. (PAINT FIN.) 200mm THK. 200mm THK. FAIRFACE CONC. (PAINT FIN.) TOP OF PARAPET EL.+3.60 EL.+3.20 TOP OF ROOF SLAB TOP OF PARAPET EL.+3.60 EL.+3.20 TOP OF ROOF SLAB AIR FLOW METAL SCREW \T1.200;SPINNER NUT \T1.196;FAN BLADES WOOD FRAME INSIDE OUTSIDE ALUMINUM BACKDRAFT DAMPER \T1.187;FAN SURFACE COVER \T1.207;INSULATION BOLT VARIES VARIES VARIES VARIES EXTERNAL WALL-(VARIES) SQUARE SIDE-(VARIES) \W0.899132x;\T1.194;4 HOLES-INSTALLATION INNER CASING, SCREWED TO WOODEN FRAME \W0.888441x;\T1.188;20 mm THICK-4 SIDES WOODEN FRAME FIXED ALUMINUM EXHAUST LOUVER TO FIT OPENING INSIDE CLEAR OPENING 20 mm THICK WOODEN FRAME NOT TO SCALE WALL MTD. EXHAUST FAN DETAIL WALL 300 150 C L FIRE EXTINGUISHER HOLDER MOUNTING DETAIL N.T.S. NOT TO SCALE MTG. DETAIL OF PORTABLE FIRE EXTINGUISHER \W0.900000x;OPERATING LEVER HAND GRIP \W0.900000x;LOCKING WITH CHAIN PRESSURE GAUGE HOSE \W0.900000x;BOLTED TO CONCRETE WALL WITH EXP. SHIELD BLOW PIPE CYLINDER \W0.900000x;FABRICATED FIRE EXTINGUISHER HOLDER (SEE DET.) 1500 mm. (MAX.) FIN. FLOOR LINE STIFFENERS \W0.900000x;FORMED FROM 25mm WIDTH x 6mm THICK STEEL BARS FIRE EXTINGUISHER \W0.900000x;o15 mm. BOLTS HOLE (TYP. OF 2) \W0.900000x;6 mm. THK. x 40 mm. WIDTH STEEL PLATE / 2000 FFL TYPE A 2150 \U+0645\U+062D\U+0631\U+0642\U+0629 500X400 B A B A 1 2 1 2 \A1;5.00 5.00 \A1;2.20 \A1;1.00 \A1;2.20 5.00 2.20 \A1;1.00 2.20 \A1;5.00 \A1;2.20 \A1;1.00 \A1;2.20 1.70 \A1;2.00 1.70 B A B A 1 2 1 2 \A1;5.00 \A1;4.20 \A1;4.20 \A1;5.00 F1 F1 F1 F1 S1 S1 S1 S1 1 2 1 2 B C B C 5.00 5.00 5.00 5.00 8T16 2(6T10m`) \A1;0.40 \A1;0.40 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 8T16 NICKS COLUMNS 400 400 6 10 6T14 600 400 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 6T14 RINGS 6 10 m` FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 170 170 10 3T14 9T14 3T14 9T14 D cm cm W cm L 150 150 500 B C B C 5.00 5.00 1 2 1 2 5.00 5.00 1 B C B C 5.00 5.00 1 2 1 2 5.00 5.00 6T16m` 6T16m` 4T14 400 400 S W mm D mm DOWN STEEL SECTION TYPE BEAM REINFORCEMENT TABLE ON HEIGH 2.0m UP STEEL 4T14 RINGS 5 10 m` 6T16 600 400 S W mm D mm DOWN STEEL SECTION TYPE BEAM REINFORCEMENT TABLE ON HEIGH 4m UP STEEL 6T16 RINGS 6 12 m` 1 B C B C 5.00 5.00 1 2 1 2 5.00 5.00 6T14m` 6T14m` 2 LAYEOR 2 LAYEOR THICKNESS OF SLAB 32cm THICKNESS OF SLAB 24cm \A1;0.32 2.25 \A1;0.24 6T16m` 5T16m` THICKNESS OF WALL 30cm FOUNDATION & GRADE BEAMS BEAMS ON 2.0m HIGHT FLOOR SLAB & BEAMS ON 4.0m HIGHT ROOF SLAB SECTION IN WALL SECTION IN REINFORCEMENT WALL SECTION COLUM OFFAL PUMP 6.01 5.08 5.09 6.02 6.03 6.04 6.05 6.09 6.10 6.11 6.12 PACKING TABLE PACKING HORN OFFAL SEPARATOR RECIRCULATION PUMP BLOOD PUMP BLOOD COLLECTING TANK VACCUME PLANT VACCUME RESERVOIR COLLECTING TANK AIR COMPRESSOR 3 6 1 1 1 1 1 1 1 1 1 NO. POS NO ITEM LEGEND EL.DRIVE UNIT 4.03 4.01 4.02 4.03A 4.04 4.05 5.01 5.02 5.03 5.04 5.05 5.06 COLLECTING TRAY OVER HEAD COOLING CONVEYOR FREQUENCY CONVERTER SET OF GUIDE RAILS BIRD DISCHARGER OVER HEAD WEIGHING CONVEYOR 8" EL.DRIVE UNIT SINGLE GUIDE RAIL LINCOFLEX 1000WEIGHING COMPUTER WEIGHING BRIDGE DROP -OFF STATION 1 180m 2 1 1 1 30m 1 1SET 1 1 10 1 3.06 AUT.OPENING MACHINE AUT.EVISCERATOR 3.07 3.04 3.05 3.08 3.09 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 SINGLE GUIDE RAIL AUT.VENT CUTTER EVISCERATION TROUGH GIBLET TRANSPORT CHANNELS GIZZARD CUTTING TABLE GIZZARD CLEANING TABLE PERFORTED COLLECTING TRAY AUT.CROPPER AUT.NECK BREAKER AUT.FINAL CONTROL MACHINE AUT.IN/OUTSIDE BIRD WASHER AUT.SHACKLE UNLOADER 2SETS 1 1 1 1SET 1 1 3 1 1 1 1 1 1 2.04 BLOOD TROUGH SLIDE 2.05 2.02 2.03 2.06 2.07 2.08 2.09 2.10 2.11 3.01 3.02 3.03 3.03A EL.DRIVE UNIT SINGLE GUIDE RAIL AIR AGITATED SCALDER TUNNEL PICKING MACHINE HEAD REMOVER MODEL BAR AUT.LEG CUTTER AUT.LEG UNLOADER CHAIN AND SHACKLE CLEANER COLLECTING TRAY OVERHEAD EVISCERATION CONVEYOR 8" EL.DRIVE UNIT FREQUENCY CONVERTER 1 1SET 2 1 1 1 1 1 1 1 57m 2 1 5.07 DELIVERY SHELF 1 3.18 GIBLET PACKING TABLE 1 1.01 1.02 1.03 ROLLER CONVEYOR ROLLER CONVEYOR BEND 90 CRATE WASHER 3 2 1 2.01 OVERHEAD SLAUGHTER CONVEYOR6" 75m 0 BOILER ROOM WORK SHOP & SPARE PARTS MANAGER ROOM OFFICE CORRIDOR TOILET TOILET LOCKERS TOILET TOILET LOCKERS CORRIDOR CANTEEN STORE FOR PACKING MATERIALS CHILL ROOM 0 C 0 COLD CORRIDOR +4 C 0 BLAST FREEZER -40 C BLAST FREEZER -40 C 0 0 COLD STORE -20 C 0 MACHINE ROOM 5.04 6.08 FURTHER PROCESSING 6.05 6.11 6.02 6.03 6.10 6.09 6.12 6.01 1.01 1.02 2.03 1.01 1.03 1.02 1.01 2.01 2.05 6.05 2.04 2.11 2.05 2.10 2.06 2.07 2.08 2.02 2.09 3.01 3.04 3.05 3.06 3.07 3.04 3.08 3.09 3.03 3.10 3.03A 3.11 3.12 3.12 3.02 3.13 3.12 3.14 3.15 3.03 3.16 3.17 4.03 4.05 4.01 5.03 5.02 5.07 5.06 5.08 5.09 5.05 5.01 3.18 4.02 4.03A WATER CHILLING GRADING/PACKING POULTRY PROCESSING PLANT 2000BIRDS P/H POULTRY PROCESSING PLANT 2000BIRDS P/H PLAN PLAN 23900 5 1200 250 5 1200 (MIN.) 5 3500 5 5 FIN. FLR. LINE EAVES HEIGHT A B C D E x x x x x x x x x x x ELEV. +0.70 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER HARDCORE 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / P1 / F1 STEEL COLUMN (W18x86) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 10 0.50 x x x x x x STEEL COLUMN x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 200mm. THK. CMU WALL ELEV. +4.50 ELEV. +3.00 ELEV. 0.00 TOP OF BOND BEAM FIN. GRD. LINE ELEV. -0.30 10 0.50 TOP OF SLAB ELEV. 0.00 x x x x x 010@200 / 010 AS SHOWN / ELEV. -0.30 TOP OF SIDEWALK ELEV. -0.15 FIN. GRD. LINE 200 5975 5975 5975 5975 BOND BEAM x x Z-CHANNEL PURLINS STEEL RAFTER SCALE (W18x119) (W18x86) x LEAN CONC. P1 / F1 5 5 5 5 5 200 550 5 5 5 5 250 150 3500 5 5 5 5 2 0 16 2 0 16 2 0 16 010@200 / / / / 2 SCALE 1 : 20 M. DETAIL "2" EAVES HEIGHT A B C D E x x x x x x x x x x x ELEV. +0.70 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER HARDCORE 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / P5 / F2 STEEL COLUMN (W18x60) x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x 10 0.50 x x x x x x P5 / F2 STEEL COLUMN (W18x60) x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 200mm. THK. CMU WALL ELEV. +4.5 ELEV. +3.00 TOP OF BOND BEAM FIN. GRD. LINE +/-0.00 BOLTS & NUTS BASE PLATE 10mm. THK. ISOLATION JOINT (TYPICAL) STEEL COLUMN 10 0.50 N.S.L. TOP OF SLAB ELEV. 0.00 x x x x x 010@200 / 010 AS SHOWN / ELEV. -0.30 TOP OF SIDEWALK ELEV. -0.15 FIN. GRD. LINE Z-CHANNEL PURLINS STEEL RAFTER SCALE SEE DETAIL "1" (W8x58) (W10x60) (TYPICAL) SEE DETAIL "2" TOP OF BOND BEAM ELEV. +3.00 200 5975 5975 5975 5975 23900 1200 FIN. FLR. LINE ELEV. 0.00 x LEAN CONC. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 725 5 400 200 400 200 725 5 450 225 500 5 450 225 500 5 5 5 5 5 5 5 5 5 5 5 5 5 200 200 75 600 200 250 150 1200 5 5 5 100 200 A 1 2 3 4 5 6 E B C D SCALE F1 F2 F3 F4 W L D (mm) (mm) (mm) TOP BARS REMARKS FOOTING SCHEDULE R E I N F O R C I N G B A R S BOT. BARS BOT. BARS TOP BARS LONG BARS DIMENSION SHORT BARS M A R K No. P1 P2 P3 16 0 16 010@250 (2-SETS) / / 12 0 16 010@250 (3-SETS) / / 010@250 (2-SETS) / / 8 0 16 GENERAL SCALE TYPICAL PEDESTAL DETAIL 10mm. THK. ISOLATION JT. (TYPICAL) 200mm. THK. SLAB ON GRADE REINFORCEMENT: MESH 10mm/20cm 2 LAYER GB1 GB2 GB2 GB3 GB4 GB2 GB2 GB2 GB2 GB2 GB2 GB2 A ELEV. -0.30 FIN. GRADE LINE 2 0 12 AS SHOWN 010@200 / / SCALE RAMB SECTOIN x x x x x x ELEV. 0.00 TOP OF SLAB 10mm. THK. ISOLATION JT. 102x102 MD25.8x25.8 WWF (TYPICAL) VAPOR BARRIER x x x x x x x x x x x x LEAN CONC. GB9 (SEE SCHED.) 3000 200 2000 2700 1800 1800 400 1200 1700 400 1000 1000 400 12 0 12 10 0 10 7 0 7 / / / 16 0 16 10 0 10 10 0 10 / / / P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P2 F2 P2 F2 P2 F2 P2 F2 P3 F3 P3 F3 P3 F3 P3 F3 P3 F3 P3 F3 GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID CONTRACTION JT. CONTRACTION JT. CONTRACTION JT. 6 x x x x x x x x x x x x x ELEV. -0.15 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / SCALE S E C T I O N A P6 / F3 STEEL COLUMN (W8x40) BASE PLATE BOLT & NUTS LEVELING GROUT SIDEWALK ELEV. -0.30 FIN. GRADE LINE 200mm. THK. CMU WALL WITH INSULATION CONTROL JT. CONTROL JT. CONTROL JT. CONTROL JT. CONTROL JT. 500 GRADE BEAM SCHEDULE R E I N F O R C E M E N T S SIZE WEB BARS STIRRUPS REMARKS A B C E E D M A R K No. WIDTH DEPTH (mm) (mm) bars bars bars bars bars bars BOTTOM BARS TOP BARS LEFT END RIGHT END (E.F.) (010 BARS) GB1 GB2 GB3 GB4 200 200 200 200 500 500 500 500 / 1 0 16 / x x x x 100mm.THK. CMU WALL TOP OF SLAB 254x254 MD25.8x25.8 WWF (TYPICAL) SCALE x x 200 010@1200mm. MASONRY DOWEL / 010@250 / 3 0 10 / INSIDE WALLS FOOTING DETAIL ELEV. -0.05 ELEV. -0.15 12 0 12 7 0 7 / / / 6 0 6 / 6 0 6 / 16 0 16 10 0 10 / / / 10 0 16 10 0 10 TOP OF WALKWAY N O T E S : 1. READ THIS DRAWING IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 2. CONTRACTOR SHALL DESIGN, DETAIL AND ERECT STEEL 3. 2 SUPERSTRUCTURE . CONTRACTOR SHALL ALSO VERIFY THE SUPERSTRUCTURES. COORDINATION WITH THE APPROVED STEEL PEDESTAL & FOOTING SIZES AS SHOWN IN THIS DRAWING IN ASSUMED NET SOIL BEARING CAPACITY IS 150 KN. / m. 5 5 5 5 5 5 5 5 200 75 75 5 5 5 5 300 300 5 5 5 5 5 5 200 225 225 200 1200 5 23900 5 59600 5 8387 5 5 A 1 2 3 4 5 E B C D TRANSLUCENT ROOF PANEL (TYPICAL) ROOF GUTTER ROOF PANEL SHEETING 5975 SCALE RF1 RF2 RF2 RF2 RF2 RF1 PF PF PF PF PF PF CROSS BRACING WITH STANDRARD TURNBUCKLE 012 SAG ROD / C- PURLINS PRE-FINISHED INSULATED (SANDWICH) METAL ROOF PANEL 5975 5975 8250 8250 9825 8250 A B C D E A B C D E 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2400 FFL D01 DOOR SCHEDULE DESCRIPTION TYPE FRAME REMARKS A DOOR NO. SIZE A X B D01 2400 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL F I N I S H ROOM NAME EXPOSED CONC. W/ HARDENER TERRAZZO TILE PAINT 1 F L O O R B A S E W A L L C E I L I N G F I N I S H F I N I S H F I N I S H 2 3 4 6 7 5 8 9 10 11 12 13 14 15 EXPOSED CONC. ( SMOOTH FIN. ) CERAMIC TILE ( NON-GLAZED ) CARPET MARBLE TERRAZZO MARBLE WOOD CERAMIC TILE ( GLAZED ) PAINT ROOM N0. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 H E I G H T AS CLINT REQ. VINYL TILES VINYL NONE LINEAR METAL STRIP PLASTER EXPOSED CONC. (FAIRFACE FIN. ) EXPOSED CONC. ( FAIRFACE FIN. ) ROOM FINISH SCHEDULE GYPSUM BOARD 50mm THK RIBBED METAL INSUL, PANELS GYPSUM BOARD ON SUSPENDED CEILING R E M A R K S CERAMIC TILE GLAZED 600 x 600 METAL PAN ACOUSTIC TILE ( EXPOSED SPLINE ) EXPOSED CMU (TOOLED JOINT) 2200 1200 FFL DO2 2200 1000 FFL DO3 2200 D02 D02 D03 D03 D02 D03 D03 D03 D03 D03 D03 D03 D03 D03 D01 D02 D01 D03 D01 D03 D02 D01 D03 D01 D02 A D02 1200 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL A D03 1000 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL D04 AS FACTORY DESIIGNER REQ. SLIDING DOOR D04 D04 D04 D04 D04 D04 D04 5975 7 8 6 RF2 RF2 8250 8388 I. GENERAL 1. STRUCTURAL DESIGN AND PLANS CONFORM TO THE PROVISIONS OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI -318-95 AND THE AISC 1995 MANUAL OF STEEL CONSTRUCTION. 2. DESIGN LOADS FOR BUILDING ; 3. LIVE LOADS FOR OTHER AREAS ARE BASED ON THE DEPARTMENT OF THE ARMY CHAPTER 1 " LOAD ASSUMPTION FOR BUILDINGS " DEPARTMENT OF THE ARMY AND DEPARTMENT OF THE AIR FORCE. 4. ALL MATERIALS WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THESE RESPECTIVE CODES. 5. UNLESS OTHERWISE SHOWN BAR BENDS, LAP SPLICES, EXTENSION SUPPORTS, AND DETAILING REINFORCED CONCRETE STRUCTURES." 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR GROOVES, CLIPS, REFERENCE MUST ALSO BE MADE TO ARCHITECTURAL, PLUMBING, MECHANICAL AND OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL OPENINGS SHALL BE FORMED ANCHORS, STRAPS, HANGERS AND OTHER FASTENING DEVICES AS REQUIRED. 7. STANDARD DETAIL SHEETS SHALL BE READ AS PART OF THE DRAWINGS OF THE PRO- JECT UNLESS OTHERWISE SHOWN ON THE CONCRETE OUTLINE AND REINFORCEMENT 8. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METERS UNLESS 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK AT JOB SITE. 10. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL PRECEDE OVER SCALED DIMENSIONS. TECHNICAL MANUAL TM-5 809 - 1 DEPARTMENT OF THE AIR FORCE MANUAL AFM-3 MOULDS, ORNAMENTS AND OTHER EMBEDDED ITEMS TO BE CAST INTO CONCRETE. ELECTRICAL DRAWINGS FOR EMBEDDED ITEMS, PIPE SLEEVES,EQUIPMENT PADS AND OR SLEEVED BEFORE PLACING CONCRETE. PROVIDE ALL NECESSARY INSERTS,TIES,CLIPS, LIVE LOADS : THE LIVE LOADS ASSUMED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES SHALL BE THE MAXIMUM LOADS LIKELY TO BE PRODUCED BY THE INTENDED USE OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE MINIMUM UNIFORM DISTRIBUTED DEAD LOADS : THE DEAD LOADS COMPRISE THE WEIGHT OF ALL PERMANENT CONSTRUCTION , INCLUDING WALLS , FLOOR , ROOFS , CEILINGS , STAIRWAYS , AND FIXED SERVICE EQUIPMENT , PLUS THE NET EFFECT OF PRESTRESSING . IN ESTIMATING DEAD LOADS FOR PURPOSES OF DESIGN , THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED , PROVIDED THAT IN THE ABSENCE OF DEFINITE INFORMATION , VALUES SATISFACTORY HAVING JURISDICTION ARE ASSUMED . WIND LOADS : ALL BUILDINGS AND OTHER STRUCTURES SHALL BE DESIGN IN THE LOCALITY . EFFECTS DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EARTHQUAKE EVERY BUILDING OR STRUCTURE AND EVERY PORTION THEREOF IN CONJUNCTION WITH THE KINGDOM OF SAUDI ARABIA MAXIMUM REQUIREMENT OF WIND VELOCITY OF OF KINGDOM OF SAUDI ARABIA . SPACERS SHALL CONFORM TO ACI - 315 " MANUAL OF STANDARD PRACTICE FOR EARTHQUAKE LOADS: UNIT LOADS REQUIRED BY ASCE-7-93. ACCORDANCE WITH THE PROVISIONS OF THE ASCE-7-93. ASCE-7-93 AND SEISMIC ZONE REQUIREMENT THE DRAWINGS . OTHERWISE NOTED.TOP SURFACE ELEVATIONS OF SLAB ON GRADE AND-0.05. TOP OF GRADE BEAM ELEVATION IS - 0.05 UNLESS OTHERWISE NOTED ON PLAN. 11. STRUCTURAL CONCRETE FACES IN CONTACT WITH SOIL TO BE BITUMINOUS PAINTED. 12. TERMITE TREATMENT CONTROL WAS APPLIED UNDER GRADE BEAM AND AROUND THE PERIMETER OF THE BUILDING. ZONE 0 1. 2. 3. 4. 5. 6. ALL ANCHOR BOLTS TO BE ASTM A-307. 7. ALL STEEL MEMBERS SHALL HAVE A FACTORY PRIMER COAT AND SUBSEQUENT FINISH PAINTING AS PER ARCHITECTURAL DRAWING. 8. V. STRUCTURAL STEEL 2 2 7. JOINT REINFORCEMENT SHALL BE DISCONTINUOUS AT THE CONTROL JOINTS . STEEL STUD SHEAR CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE - STEEL , AWS D1 .1 ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS D 1.1 ) WELDING CONSTRUCTION. NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED. STRENGTH OF 4.14 N / mm ( BASED ON NET AREA ) IN ACCORDANCE WITH ASTM C-129 AND 5.2 N / mm AS PER ASTM C - 270 . AVERAGE MINIMUN COMPRESSIVE STRENGTH AT 28 DAYS OF THE MASONRY MORTAR SHALL BE 2. GROUT FOR FILLING THE MASONRY UNIT CELLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 3. ALL NON - LOAD BEARING WALLS SHALL BE CONSTRUCTED WHEN THE ROOF SLAB IS AT LEAST 21 DAYS OLD . 5. VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH CORNER , AT EACH SIDE OF OPENING. 6. WHERE LINTELS OR BEAM REST ON WALL , THE CELLS SHALL BE SOLID FILLED WITH GROUT . 8. USE METAL LATH FORMS OR EQUIVALENT WHERE REQUIRED TO PREVENT MORTAR IN FILLED 10. ALL CELLS TO BE FILLED, SHALL BE CLEANED OF DEBRIS BEFORE FILLING OF MORTAR. THE WIND PRESSURE . 4. CONTRACTOR SHALL TAKE DUE CARE FOR THE BRACING OF FRESHLY LAID MASONRY AGAINST CELLS FROM ENTERING IN CELLS WHERE MORTAR IS NOT REQUIRED . VI. MASONRY SPECIFIED . PROVISION FOR PURLINS , USED ASTM A-570 , GRADE 50 . CERTIFIED MILL TEST REFORTS OR CERTIFIED REFORTS OF TEST MADE BY THE FABRICATOR OR TESTING LABORATORY IN ACCORDANCE WITH ASTM A-6 OR A-568 AS APPLICABLE , AND THE GOVERNING SPECIFICATION SHALL CONSTITUTE SUFFICIENT EVIDENCE OF CONFORMITY AN AFFIDAVIT STATING THE STRUCTURAL STEEL FURNISHED MEETS THE REQUIREMENTS OF THE WITH THE ASTM STANDARD . ADDITIONALLY , THE FABRICATORS SHALL , IF REQUESTED , PROVIDE GRADE SPECIFIED . WELDING AND INSPECTION SYMBOLS USED ON PLANS AND SHOP DRAWINGS SHALL PREFERABLY BE THE AMERICAN WELDING SYMBOL. OTHER ADEQUATE WELDING SYMBOLS ARE PERMITTED, 10. PROVIDED A COMPLETE EXPLANATION THEREOF IS SHOWN IN THE DESIGN DOCUMENTS. 11. WELDING NOTES SHALL BE MADE IN THE DESIGN DOCUMENTS AND ON THE SHOP DRAWINGS OF THOSE JOINTS OR GROUPS OF JOINTS IN WHICH THE WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE DISTORTION. ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ON THE AISC MANUAL. 9. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM A-36M, UNLESS OTHERWISE ALL PRIMARY BOLTS TO BE ASTM A-325M AND SECONDARY BOLTS TO BE ASTM A-307. WHERE BOLTS WILL NOT BE ACCEPTABLE. OF 14 MPa @ 28 DAYS IN ACCORDANCE WITH ASTM C-476 . DESIGN , DETAILING AND FABRICATION OF STRUCTURAL STEELWORKS SHALL BE IN GALVANIZED BOLTS ARE REQUIRED BY THE DRAWINGS OR SPECIFIED, THE USE OF ZINC PLATED 1. ALL NON - LOAD BEARING CONCRETE MASONRY UNITS SHALL BE TYPES WITH MINIMUM COMPRESSIVE 9. SEE ACHITECTURAL DRAWINGS , FOR SIZE AND LOCATION OF DOORS AND WINDOWS OPENING . 11. MAXIMUM SPACING OF CONTROL JOINT SHALL BE 6.00 METERS. 12. ALL CELLS TO BE FILLED SHALL BE CLEANED OF DEBRIS AND MORTAR BEFORE FILLING. GB1 GB2 GB2 GB3 GB4 GB2 7 8 CONTROL JT. CONTROL JT. CONTROL JT. 5 5 GB2 GB2 GB2 GB2 P1 F1 P1 F1 P1 F1 P1 F1 AS CLINT REQ. A E B C D EL.+0.00 EL.-150 EL.-300 EL.+3.00 EL.+6.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EAVES HEIGHT 3 EL.+0.70 EL.-150 EL+.-0.00 EL.+3.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EL.+4.5 EAVES HEIGHT 4 5 6 7 8 BUILDING ELEVATION 2 1 : 100 M. SCALE A-03 BUILDING ELEVATION 3 ROOF EXHAUST FAN ( TYP. ) CONTINUOUS CONC. BOND BEAM ( FAIRFACED / PAINT FINISH ) 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT DOWNSPOUT ( TYP. ) A E B C D EL.+0.00 EL.-150 EL.-300 EL.+3.00 EL.+6.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EAVES HEIGHT BUILDING ELEVATION 4 SCALE A-04 10 0.50 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) ROOF EXHAUST FAN ( TYP. ) 025mm BOLLARD PROTECTION (TYP. ) / PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT 1100 WIDTH 1850 WIDTH 3100 WIDTH WDW No TYPE WINDOW FRAME WIDTH HT OVERALL SIZE (F.O.) DEPTH OPER MATERIAL FINISH GLASS REMARKS A W01 W02 WINDOW SURROUND B WINDOW SCHEDULE W03 C TYPE A FFL TYPE B FFL 1100 1200 120 SLIDING ALUM POWDER COATED DOUBLE GLAZED (TINTED) CAST IN PLACE CONC. CAST IN PLACE CONC. 500 500 600 1800 120 120 FIXED AWNING ALUM ALUM POWDER COATED POWDER COATED DOUBLE GLAZED (TINTED) DOUBLE GLAZED (TINTED) TYPE C FFL F F F HT HT HT 2 1 6 EL.+0.00 EL.+3.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EL.+6.00 EAVES HEIGHT 5 4 3 2 1 BUILDING ELEVATION 3 SCALE A-03 CONTINUOUS CONC. BOND BEAM ( FAIRFACED / PAINT FINISH ) 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT DOWNSPOUT ( TYP. ) 7 8 \U+0625\U+0637\U+0627\U+0631 \U+0627\U+0644\U+0633\U+0640\U+0640\U+0642\U+0641 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0645\U+0642\U+0637 \U+0644\U+0644\U+0623\U+0631\U+0636\U+0649 1 1 3 3 B A B A 10.00 5.00 8.00 1.20 2 1,6 2 1 1 B A B A F1 F1 F1 F1 S1 S1 S1 S1 S1 S1 1 1 2 2 3 3 B A B A 10.00 5.00 8.00 LEAN CONCRETE LEAN CONCRETE W 160mm S=1.5% (W160mm) (W160mm) STEEL COLUMN STEEL COLUMN C SECTION C SECTION L C OF ROOF BASE PLATE BOLTS & NUTS BOTTOM OF STEEL ELEV. +6.00 LEVELING GROUT SLOPE FRAME ELEVATION SCALE 2 1 PRE-FIN. METAL RIDGE FLASHING PRE-FIN. NON-INSULATED METAL ROOF PANEL STEEL PURLINS STEEL BEAM 8.00 0.40 0.40 BOTTOM OF STEEL ELEV. +4.60 BOLTS & NUTS PLATE 10mm THICK S=1.5% CONC. FLOOR 10cm THICK. WITH WIRE MESH REINFO. CEMENT. 300kg.m3 400 1200 75 PLAN SCALE FOUNDATION SCALE ROOF SCALE 1.20 8.00 1.20 2 1,6 2 1.20 5.00 5.00 1 2 3 N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 1 4 SIDE SECTION SCALE N. G.LEVEL ELEV. +0.00 BOTTOM OF STEEL ELEV. +6.00 BOTTOM OF STEEL ELEV. +7.00 SIDE SECTION SCALE 8.00 2 2 F1 F1 S1 3 3 2 2 1 1.0 1.0 2.0 4.0 2.0 10.00 5.00 5.00 1.0 1.0 2.0 4.0 2.0 END OF BRICKS ELEV. +3.50 END OF BRICKS ELEV. +6.00 1.20 2.00 1,60 2.00 1.20 1. DESCRIPTION SPECIFIED COMPRESSIVE STRENGTH 28 MPa 21 MPa FOR NON REINFORCED CAST IN PLACE CONCRETE FOR DESIGN PURPOSES (F'c) FOR WALKWAYS & SIDEWALKS. AT 28 DAYS SHALL BE AS SHOWN BELOW; 18 MPa UNLESS OTHERWISE SHOWN OR SPECIFIED THE CONCRETE COMPRESSIVE STRENGTH (fc ') SUSPENDED SLABS AND WALLS FOR FOOTINGS,PEDESTALS,COLUMNS, GRADE BEAMS,SLAB ON GRADE, GENERAL NOTES: 6. FOUNDATION FORMATION LEVEL SHALL BE FULLY COMPACTED BEFORE PLACING LEAN CONCRETE. 7. 2. ALL SLAB ON GRADE, BEAMS AND FOOTINGS SHALL HAVE NO HORIZONTAL CONSTRUCTION JOINTS. STOPS IN CONCRETE WORK MUST BE MADE AT MIDDLE THIRD OF SPAN WITH VERTICAL JOINTS. 3. 4. 5. REINFORCEMENT OF SLAB ON GRADE ; REINFORCING STEEL BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO 2 PROVIDE 75 mm. THK. BLINDING CONCRETE UNDER ALL FOOTINGS & 50 mm THK. FOR GRADE BEAMS. BACKFILL BETWEEN EXCAVATION AND FOOTINGS SHALL BE COMPACTED TO A 100 mm thk. SLAB MINIMUM DENSITY OF 95% (MODIFIED FACTORED) . REINFORCEMENT: WIREMESH 6mm ASTM A - 615M GRADE 400 WITH A MINIMUM YIELD STRENGTH OF 420 N / mm . 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A LAB&TEQNICIAN ROOM 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE . TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY3000 B/H NAGRAN AREA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A UNDERWATER TANK 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H NAGRAN AREA - K.S.A LABOUR HOUSE &MANAGER HOUSE 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A BURN ROOM,FOUNDATION TOWER TANK 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY3000 B/H SHAGRAA - K.S.A WASTE W. MANHOLE 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A CAR MAINTANANCE WORKSHOP 1. DESCRIPTION SPECIFIED COMPRESSIVE STRENGTH 28 MPa 21 MPa FOR NON REINFORCED CAST IN PLACE CONCRETE FOR DESIGN PURPOSES (F'c) FOR WALKWAYS & SIDEWALKS. AT 28 DAYS SHALL BE AS SHOWN BELOW; 18 MPa UNLESS OTHERWISE SHOWN OR SPECIFIED THE CONCRETE COMPRESSIVE STRENGTH (fc ') SUSPENDED SLABS AND WALLS FOR FOOTINGS,PEDESTALS,COLUMNS, GRADE BEAMS,SLAB ON GRADE, GENERAL NOTES: 6. FOUNDATION FORMATION LEVEL SHALL BE FULLY COMPACTED BEFORE PLACING LEAN CONCRETE. 7. 2. ALL SLAB ON GRADE, BEAMS AND FOOTINGS SHALL HAVE NO HORIZONTAL CONSTRUCTION JOINTS. STOPS IN CONCRETE WORK MUST BE MADE AT MIDDLE THIRD OF SPAN WITH VERTICAL JOINTS. 3. 4. 5. REINFORCEMENT OF SLAB ON GRADE ; REINFORCING STEEL BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO 2 PROVIDE 75 mm. THK. BLINDING CONCRETE UNDER ALL FOOTINGS & 50 mm THK. FOR GRADE BEAMS. BACKFILL BETWEEN EXCAVATION AND FOOTINGS SHALL BE COMPACTED TO A 100 mm thk. SLAB MINIMUM DENSITY OF 95% (MODIFIED FACTORED) . REINFORCEMENT: WIREMESH 6mm ASTM A - 615M GRADE 400 WITH A MINIMUM YIELD STRENGTH OF 420 N / mm . 5 6.25 LEAN CONCRETE LEAN CONCRETE 1.5% SLOPE (W160mm) STEEL COLUMN (W160mm) STEEL COLUMN C SECTION 20 1 BASE PLATE BOLTS & NUTS BOTTOM OF STEEL ELEV. +5.00 TOP ASPHALT LEVELING GROUT PAVEMENT ELEV. 0.00 FRAME ELEVATION SCALE B A PRE-FIN. NON-INSULATED METAL ROOF PANEL STEEL PURLINS 1200 1.5 5 F1 3 2 1 B A 4 3 2 1 4 B A \A1;16.00 4 \A1;4.00 \A1;4.00 \A1;6.25 F1 F1 F1 F1 F1 F1 F1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 100 100 10 2T12 4T12 2T12 4T12 D cm cm W cm L 80 80 40 3T12 500 200 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T12 RINGS 5 10 m` REIFORCEMENT SLAB 10cm , WIREMESH 8mm C SECTION (W160mm) STEEL BEAM BOTTOM OF STEEL ELEV. +5.50 3 2 1 B A 4 3 2 1 4 B A 16 4 4 4 6.25 7.85 16,6 F1 F1 S1 5 5 \A1;4.00 S1 S1 3 2 1 B A 4 3 2 1 4 B A \A1;16.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;6.25 5 5 \A1;4.00 \A1;1.60 \U+0648\U+0631\U+0634\U+0629 \U+0645\U+0638\U+0644\U+0629 \U+0633\U+064A\U+0627\U+0631\U+0627\U+062A \A1;6.05 \A1;1.40 \A1;1.00 \A1;1.40 \A1;2.025 \A1;2.00 \A1;2.025 \A1;0.90 \A1;2.00 \A1;0.90 5 5 4 1,6 B 2 1 3 4 5 SCALE SCALE SCALE SCALE A-01 1 G LEVEL W1 G LEVEL G LEVEL G LEVEL A A LOBBY TOILET KITCHEN LIVING ROOM BATH BEDROOM OFFICE A B C A B C C B A C B A C B A OFFICE BEDROOM BATH LIVING ROOM KITCHEN TOILET LOBBY 1 A-01 SCALE 5 4 3 1 2 EPOXY PAINT KITCHEN LOOSE INSULATION & W-MESH PROTECTION PAINT NOTE: TOILET LOBBY BED ROOM BATH LIVING ROOM UP TO SLAB SOFFIT ABOVE VARIES 2800 PAINT (EPOXY FIN) PAINT EXPOSED METAL ROOF PANELS ACOUSTIC TILES (SEMI-RECESSED GRID) EXPOSED UNDERSIDE OF METAL DECK GLAZED CERAMIC TILE CONCRETE MASONRY UNIT(TOOLED JOINT NONE VINYL TILES UNGLAZED CERAMIC TILES 34 EXPOSED CONCRETE WITH HARDENER VINYL TILES 006 005 004 002 001 2400 METAL STRIP CEILING 003 GROUND FLOOR 29 ROOM FINISH SCHEDULE 33 32 31 30 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 5 7 6 4 3 2 HEIGHT F I N I S H F I N I S H F I N I S H REMARKS C E I L I N G W A L L B A S E F L O O R 1 ROOM NAME F I N I S H COFFEE MAKER KE5 KITCHEN EQUIPMENT SCHEDULE BASE CABINET (1350MM LONG) BC1.35 REFRIGERATOR WITH FREEZER (10cuft>) RE3 RANGE, 2-HOT PLATE KE7 BASE CABINET (1450MM LONG) BC1.45 ROBE HOOK LIQUID SOAP DISPENSER (STAINLESS STEEL) TA20 1700 900 PAPER TOWEL DISPENSER TA40 TA20 HANDSPRAY ASSEMBLY MIRROR (400mm x 600mm) TOILET PAPER HOLDER SYMBOL TA30 TA17 TA17 TA40 1200 HSA HSA TA30 TA5 TOILET ACCESSORIES SCHEDULE DESCRIPTION TA5 FFL 900 600 1200 LAV PRE-FIN. METAL WITH VISION PANEL PRE-FIN. METAL WITH VISION PANEL ELECT. / MANUALLY OPERATED HM HM STEEL 800 x 2150 1000 x 2150 1800 x 2200 B B A HOLLOW METAL DOOR HOLLOW METAL DOOR PRE-INSULATED ROLL-UP DOOR D03 D02 D01 REMARKS FRAME TYPE DESCRIPTION DOOR SCHEDULE (TINTED) DOUBLE GLAZED (TINTED) DOUBLE GLAZED COATED POWDER COATED POWDER ALUM ALUM AWNING FIXED 120 120 600 1000 600 1200 CAST IN PLACE CONC. CAST IN PLACE CONC. (TINTED) DOUBLE GLAZED COATED POWDER ALUM SLIDING 120 1500 1200 C W03 WINDOW SCHEDULE B WINDOW SURROUND W02 W01 A REMARKS GLASS FINISH MATERIAL OPER DEPTH OVERALL SIZE (F.O.) HT WIDTH WINDOW FRAME TYPE W3 W1 W1 W1 W1 W3 W3 D1 W2 W1 D3 D3 D2 D2 D3 W3 W3 W1 W1 W1 D2 D3 D3 D1 W2 W5 W1 W3 W1 D3 D2 007 BEDROOM 1200 2600 800 3000 1600 WDW No DOOR NO. SIZE A X B ROOM N0. EXPOSED STRUCTURAL STEEL COLUMN INSIDE WET AREAS SHALL BE ENCLOSED WITH 100mmTHK. CMU WITH CERAMIC TILE FINISH 450 450 200 1250 4.00 0.20 4.00 0.20 4.00 0.20 4.7 0.50 1800 0.80 0.80 1.20 200 1000 450 150 2200 500 800 600 450 150 200 200 1250 1500 1250 600 600 600 1251 1500 1249 200 1250 1500 1250 750 1.00 750 1800 400 200 500 1900 200 600 200 800 600 800 200 1250 1500 200 1.60 1500 1.60 200 1250 1500 1250 200 3800 4200 400 2001 4200 10600 1250 1500 200 1400 200 200 3000 1000 200 1.00 2300 200 2200 300 800 9300 300 4400 9300 500 500 800 1000 150 2200 450 150 600 1200 450 3.00 150 800 500 500 10600 450 1200 1000 1 F-01 SCALE A B C 1 2 3 4 5 C B A 5 4 3 2 1 OF THE BEAMS. PROVIDE STEEL FOR NEGATIVE MOMENTS ON THE TOP NOTE : FLOOR LEVEL PLINTH BEAM GROUND LEVEL ROOF FLOOR LEVEL PLINTH BEAM GROUND LEVEL ROOF STIRRUPS C2 1 1 C1 S4 S3 S4 S1 S2 S1 B3 B3 B3 B1 B1 B1 B1 B3 B1 B3 B2 B2 B1 B2 B1 B3 B1 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 PB1 PB1 PB2 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB2 PB2 PB2 PB1 PB2 PB1 PB1 PB2 PB1 F2 C2 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 2 S-02 SCALE PLINTH BEAMS REINF.SCHEDULE PB2 PB1 REMARKS 20 x 50cm 20 X 50cm 3 - d12 2 - d12 3 - d12 2 - d12 STIRRUPS d8 @ 20 d8 @ 20 ROOF SLAB REINF.SCHEDULE S2 S1 12 cm 12 cm d12 @ 20 S3 12 cm ROOF BEAMS REINF.SCHEDULE B2 B1 20 x 42 20 X 42 3 - d14 2 - d12 2 - d14 2 - d12 STIRRUPS d8 @ 15 d8 @ 20 B3 20 x 42 2 - d14 2 - d14 d8 @ 15 d8 @ 20 d8 @ 20 d8 @ 20 S4 12 cm d12 @ 25 d12 @ 25 d12 @ 15 d10 @ 20 d10 @ 20 d10 @ 20 d10 @ 20 5d @ 14mm STIRRUPS 3 C-03 SCALE 1 : 50 M. 1 F-01 1 : 10 M. SCALE 1 F-01 1 : 20 M. SCALE 2 2 1 F-01 1 : 10 M. SCALE 3 C-03 SCALE 1 : 50 M. 2 F-02 1 : 20 M. SCALE 6-\U+220512 \U+22058@20 STIRRUPS \U+22058@20(T&B) \U+220510@15(T&B) \U+220510@15(T&B) \A1;80 \A1;80 \A1;30 \A1;100 \A1;120 \A1;30 \A1;100 \A1;10 \A1;35 \A1;35 \A1;10 \A1;10 \U+220512@15(TEB) \A1;30 \U+220512@15(TEB) \A1;20 \A1;10 \A1;10 FLOOR SLAB(10CM TH) POLYTHENE SHEET COMPACTED EARTH \U+22058@20 \A1;300 \A1;200 6\U+220512 \A1;20 \A1;120 \A1;40 \A1;100 \A1;20 \A1;40 \A1;10 \A1;300 \A1;312 \A1;10 \A1;140 \A1;60 \A1;50 \A1;120 \A1;60 \A1;40 \A1;10 \A1;90 \A1;40 \A1;10 \A1;10 \A1;30 \A1;10 \A1;30 \U+220512@15(TEB) \U+220512@15(TEB) \A1;12 \A1;200 \A1;10 \A1;600 2/\U+22058@20 8\U+220512 \A1;420 \A1;420 \A1;20 \A1;400 \A1;490 \A1;380 \A1;190 \A1;10 \A1;20 \A1;150 \A1;20 \A1;200 \A1;40 \A1;220 \A1;420 \A1;400 \A1;420 \A1;20 \A1;20 \A1;10 \A1;10 \A1;200 \A1;20 \A1;180 \A1;40 \A1;420 \A1;1060 \A1;930 \A1;490 \A1;490 \A1;10 \A1;50 \A1;10 \A1;420 \A1;10 \A1;420 \A1;50 \A1;10 \A1;10 \A1;50 \A1;420 \A1;200 \A1;40 \A1;10 \A1;300 \A1;312 \A1;100 \U+22058@20 STIRRUPS \U+22058@20(T&B) \A1;10 FLOOR SLAB(10CM TH) POLYTHENE SHEET COMPACTED EARTH \A1;50 \A1;60 \A1;10 \A1;40 \U+220510@15(T&B) \U+220510@15(T&B) \A1;90 \A1;40 \A1;10 \A1;10 8-\U+220512 \A1;20 \A1;12 REINFORCEMENT SHORTER SPAN REINFORCEMENT BEAM NO BOTTOM SLAB NO THICKNESS BEAM NO SIZE SIZE BOTTOM TOP NEAR SPAN MID SPAN REINFORCEMENT LONGER SPAN TOP FORDOMESTIC WATER SUPPLY 12d SHOWER VALVE MIXING 12d PERRENNIAL SPRAY PIPE SIZE, mm. TYPE OF FIXTURE 90d 12d 25d KITCHEN SINK LAVATORY WATER CLOSET FLUSH FIXTURE SUPPLY PIPE TABLE D3 D3 D2 D2 D3 W1 W3 W1 W1 W1 W1 W3 W3 D1 W2 W1 W1 D3 D3 D2 D2 D3 W1 W3 W1 W1 W1 W1 W3 W3 D1 W2 SCALE A-02 2 LOBBY TOILET KITCHEN BEDROOM BATH BEDROOM LIVING ROOM ABOVE THE ROOF NOTE:WATER HEATER AND WATER TANK TO BE FIXED COLD WATER LINE HOT WATER LINE LEGEND: CWL HWL - - GATE VALVE PERENNIAL SPRAY - PS - PS 16d CWL 16d HWL WC FOR SEWER&DRAINLINE P-TRAP SIZE, mm. TYPE OF FIXTURE 50d 50d 100d KITCHEN SINK LAVATORY FLOOR DRAIN P-TRAP SCHEDULE SCALE A-02 2 KITCHEN TOILET LOBBY BEDROOM BEDROOM BATH LIVING ROOM DS - DOWNSPOUT, FLUSHED FOR ROOF DRAIN. d100 DS d100 DS d100 DS d100 DS RD d100 DS MAIN DRAINAGE LINE d100 d100 WC FD FD FD d75 VSTR d75 VSTR d150 d150 d150 d1O0 SEPTIC TANK AIR VENT LEECHING CHAMBER MH EYE RODDING CHAMBER MH DIGESTIVE FCO RODDING EYE RODDING EYE FCO RODDING EYE FCO FCO VSTR - FD - FLOOR DRAIN VENT STACK THRU ROOF FCO - FLOOR CLEANOUT KS - KITCHEN SINK WC - WATER CLOSET SPECIFIED. GENERAL NOTES: 1. ALL DIMENSIONS ARE IN mm., UNLESS OTHERWISE SCHEDULE 80. 3. SLOPE FOR SEWER SHOULD NOT EXCEED TO 5%, 2. THE CONTRACTOR TO PROVIDE ADEQUATE SUPPORT 4. USE uPVC PIPE FOR ALL SANITARY/SEWER PIPELINE, FOR ALL SANITARY/SEWER PIPELINE. RECOMMENDED SLOPE FOR SEWERLINES IS 1%. WITH INSECT SCREEN. 6. ALL VENT STACK THRU ROOF SHALL HAVE A CONICAL VENT 5. ALL SANITARY PIPING WORKS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE OR GOVERNING LOCAL CODES. BY ADDITIONAL 50 MICRON. 8. PROVIDE PIPE SLEEVE FOR PVC PIPE PENETRATING WALL, AND UL/FM RATED SEALANT IN BETWEEN SLEEVE AND PVC PIPE. 7. MANHOLE STEEL COVER SHALL BE PRIME AND TOPCOAT BY AN APPROVED EPOXY ADHESIVE PAINT, INITIAL COATING IS 50 MICRON AND TOPCOAT 9. ALL HORIZONTAL AIR VENT SHALL BE INSIDE THE BUILDING SHALL BE NOT CONTRADICT ANY REBAR OR STRUCTURAL STEEL MEMBERS. 10. ALL DOWNSPOUT SHALL BE EMBEDDED AT THE BUILDING WALL AND SHALL LOCATED AT THE INTERSTITIAL SPACE OR CONCEALED INSIDE THE CEILING AREA. SCALE A-02 2 LOBBY TOILET KITCHEN BEDROOM BATH BEDROOM LIVING ROOM D3 D3 D2 D2 D3 W1 W3 W1 W1 W1 W1 W3 W3 D1 W2 W1 FCU-4 FCU-5 R s R S FCU-4 FCU-5 FCU-3 FCU-2 R s R S S R R s N MAKKAH MAGNETIC NORTH FCU-1 COMPACT FLUORESCENT, SIMILAR LAMP FIXTURE SQUARE FLUORESCENT LAMP FIXTURE, 600 MM x 600 MM DOUBLE POLE ONE-WAY TUMBLER SWITCH PUSH BUTTON SWITCH LIGHTING AND POWER PANELBOARD MAIN DISTRIBUTION PANEL BOARD ISOLATED LIGHTING AND POWER PANEL BOAND AUTHORIZED. 1. DO NOT SCALE FROM LAYOUT DRAWINGS. WORK ACCORDING TO ARCHI- TECTURAL PLANS OR ELECTRICAL DETAILS UNLESS OTHERWISE COORDINATION WITH OTHER TRADES. 3. ALL CONDUITS FOR FINAL SUB-CIRCUITS INSIDE THE BUILDING SHALL DETERMINED FROM THE CONSTRUCTION/SHOP DRAWINGS AND AFTER BE EMT (ELECTRICAL METALLIC TUBING) WITH SUITABLE DIAMETER ACCORDING TO NEC CODE. RIGID STEEL CONDUITS TO BE USED WHERE EMT CONDUITS ARE NOT PERMISSIBLE BY NEC. ALL POWER FEEDERS INSIDE THE BUILDING SHALL BE INSTALLED IN METTALIC RACEWAYS OR METTALIC CABLE TRAY. 2. ALL EQUIPMENT LAYOUT ARE PROVISIONAL. FINAL LAYOUT SHALL BE GENERAL NOTES: LEGEND: ELECTRICAL PLAN:: W1 D3 D3 D2 D2 D3 W1 W3 W1 W1 W1 W1 W3 W3 D1 W2 LOBBY TOILET KITCHEN BEDROOM BATH BEDROOM LIVING ROOM T T T T M1 D2 S3 E4 S3 D2 E4 M1 DETAILS IN ELITE SOFT WARE I a I a I a I a I a I a I a I a I a I a I a \U+0645\U+062E\U+0637\U+0637 \U+0645\U+062E\U+0637\U+0637 \U+0645\U+0646\U+0638\U+0631 \U+0627\U+0645\U+0627\U+0645\U+064A \U+0645\U+0646\U+0638\U+0631 \U+062C\U+0627\U+0646\U+0628\U+064A \U+0645\U+0642\U+0637\U+0639 A-A \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0627\U+0633\U+0627\U+0633\U+0627\U+062A \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0633\U+0642\U+0641 \U+0639\U+0645\U+0648\U+062F C1 \U+0627\U+0633\U+0627\U+0633 F1 \U+0645\U+0642\U+0637\U+0639 1-1 \U+0627\U+0633\U+0627\U+0633 F2 \U+0639\U+0645\U+0648\U+062F C2 \U+0645\U+0642\U+0637\U+0639 2-2 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+062A\U+0643\U+064A\U+064A\U+0641 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0645\U+064A\U+0627\U+0647 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0635\U+0631\U+0641 \U+0627\U+0644\U+0635\U+062D\U+064A \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+062A\U+0645\U+062F\U+064A\U+062F\U+0627\U+062A \U+0627\U+0644\U+0643\U+0647\U+0631\U+0628\U+0627\U+0626\U+064A\U+0629 2 B SCALE SCALE SCALE G LEVEL \U+0645\U+0646\U+0638\U+0631 \U+062C\U+0627\U+0646\U+0628\U+064A \U+0645\U+0646\U+0638\U+0631 \U+0627\U+0645\U+0627\U+0645\U+064A G LEVEL G LEVEL \U+0645\U+0642\U+0637\U+0639 A-A G LEVEL A B C C B A C B A EPOXY PAINT KITCHEN LOOSE INSULATION & W-MESH PROTECTION PAINT NOTE: TOILET LOBBY BED ROOM BATH LIVING ROOM UP TO SLAB SOFFIT ABOVE VARIES 2800 PAINT (EPOXY FIN) PAINT EXPOSED METAL ROOF PANELS ACOUSTIC TILES (SEMI-RECESSED GRID) EXPOSED UNDERSIDE OF METAL DECK GLAZED CERAMIC TILE CONCRETE MASONRY UNIT(TOOLED JOINT NONE VINYL TILES UNGLAZED CERAMIC TILES 34 EXPOSED CONCRETE WITH HARDENER VINYL TILES 006 005 004 002 001 2400 METAL STRIP CEILING 003 GROUND FLOOR 29 ROOM FINISH SCHEDULE 33 32 31 30 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 5 7 6 4 3 2 HEIGHT F I N I S H F I N I S H F I N I S H REMARKS C E I L I N G W A L L B A S E F L O O R 1 ROOM NAME F I N I S H COFFEE MAKER KE5 KITCHEN EQUIPMENT SCHEDULE BASE CABINET (1350MM LONG) BC1.35 REFRIGERATOR WITH FREEZER (10cuft>) RE3 RANGE, 2-HOT PLATE KE7 BASE CABINET (1450MM LONG) BC1.45 ROBE HOOK LIQUID SOAP DISPENSER (STAINLESS STEEL) TA20 1700 900 PAPER TOWEL DISPENSER TA40 TA20 HANDSPRAY ASSEMBLY MIRROR (400mm x 600mm) TOILET PAPER HOLDER SYMBOL TA30 TA17 TA17 TA40 1200 HSA HSA TA30 TA5 TOILET ACCESSORIES SCHEDULE DESCRIPTION TA5 FFL 900 600 1200 LAV PRE-FIN. METAL WITH VISION PANEL PRE-FIN. METAL WITH VISION PANEL ELECT. / MANUALLY OPERATED HM HM STEEL 800 x 2150 1000 x 2150 1800 x 2200 B B A HOLLOW METAL DOOR HOLLOW METAL DOOR PRE-INSULATED ROLL-UP DOOR D03 D02 D01 REMARKS FRAME TYPE DESCRIPTION DOOR SCHEDULE (TINTED) DOUBLE GLAZED (TINTED) DOUBLE GLAZED COATED POWDER COATED POWDER ALUM ALUM AWNING FIXED 120 120 600 1000 600 1200 CAST IN PLACE CONC. CAST IN PLACE CONC. (TINTED) DOUBLE GLAZED COATED POWDER ALUM SLIDING 120 1500 1200 C W03 WINDOW SCHEDULE B WINDOW SURROUND W02 W01 A REMARKS GLASS FINISH MATERIAL OPER DEPTH OVERALL SIZE (F.O.) HT WIDTH WINDOW FRAME TYPE 007 BEDROOM 3000 1600 WDW No DOOR NO. SIZE A X B ROOM N0. EXPOSED STRUCTURAL STEEL COLUMN INSIDE WET AREAS SHALL BE ENCLOSED WITH 100mmTHK. CMU WITH CERAMIC TILE FINISH 0.50 0.80 0.80 1.20 1000 450 150 2200 500 800 600 450 150 4400 9300 500 500 800 1000 150 2200 450 150 600 1200 450 3.00 150 800 500 500 6200 450 1200 1000 1 F-01 SCALE \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0627\U+0633\U+0627\U+0633\U+0627\U+062A A B C 1 2 3 4 C B A 4 3 2 1 OF THE BEAMS. PROVIDE STEEL FOR NEGATIVE MOMENTS ON THE TOP NOTE : FLOOR LEVEL PLINTH BEAM GROUND LEVEL ROOF FLOOR LEVEL PLINTH BEAM GROUND LEVEL ROOF STIRRUPS C2 1 1 C1 S3 S4 S2 S1 B3 B3 B3 B1 B1 B1 B2 B2 B2 B1 B3 B1 C2 C1 C1 C1 C1 C1 C1 C1 C1 PB1 PB1 PB1 PB1 PB1 PB1 PB2 PB2 PB2 PB2 PB1 PB1 PB1 F2 C2 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 2 S-02 SCALE \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0633\U+0642\U+0641 PLINTH BEAMS REINF.SCHEDULE PB2 PB1 REMARKS 20 x 50cm 20 X 50cm 3 - d12 2 - d12 3 - d12 2 - d12 STIRRUPS d8 @ 20 d8 @ 20 ROOF SLAB REINF.SCHEDULE S2 S1 12 cm 12 cm d12 @ 20 S3 12 cm ROOF BEAMS REINF.SCHEDULE B2 B1 20 x 42 20 X 42 3 - d14 2 - d12 2 - d14 2 - d12 STIRRUPS d8 @ 15 d8 @ 20 B3 20 x 42 2 - d14 2 - d14 d8 @ 15 d8 @ 20 d8 @ 20 d8 @ 20 S4 12 cm d12 @ 25 d12 @ 25 d12 @ 15 d10 @ 20 d10 @ 20 d10 @ 20 d10 @ 20 STIRRUPS 3 C-03 SCALE \U+0639\U+0645\U+0648\U+062F C1 1 : 50 M. 1 F-01 1 : 10 M. SCALE \U+0627\U+0633\U+0627\U+0633 F1 1 F-01 1 : 20 M. SCALE \U+0645\U+0642\U+0637\U+0639 1-1 2 2 1 F-01 1 : 10 M. SCALE \U+0627\U+0633\U+0627\U+0633 F2 3 C-03 SCALE \U+0639\U+0645\U+0648\U+062F C2 1 : 50 M. 2 F-02 1 : 20 M. SCALE \U+0645\U+0642\U+0637\U+0639 2-2 6-\U+220512 \U+22058@20 STIRRUPS \U+22058@20(T&B) \U+220510@15(T&B) \U+220510@15(T&B) \A1;80 \A1;80 \A1;30 \A1;100 \A1;120 \A1;30 \A1;100 \A1;10 \A1;35 \A1;35 \A1;10 \A1;10 \U+220512@15(TEB) \A1;30 \U+220512@15(TEB) \A1;20 \A1;10 \A1;10 FLOOR SLAB(10CM TH) POLYTHENE SHEET COMPACTED EARTH \U+22058@20 \A1;300 \A1;200 6\U+220512 \A1;20 \A1;120 \A1;40 \A1;100 \A1;20 \A1;40 \A1;10 \A1;300 \A1;312 \A1;10 \A1;140 \A1;60 \A1;50 \A1;120 \A1;60 \A1;40 \A1;10 \A1;90 \A1;40 \A1;10 \A1;10 \A1;30 \A1;10 \A1;30 \U+220512@15(TEB) \U+220512@15(TEB) \A1;12 \A1;200 \A1;10 \A1;600 2/\U+22058@20 8\U+220512 \A1;490 \A1;380 \A1;10 \A1;20 \A1;200 \A1;40 \A1;220 \A1;420 \A1;400 \A1;420 \A1;20 \A1;20 \A1;10 \A1;10 \A1;200 \A1;20 \A1;180 \A1;40 \A1;420 \A1;1060 \A1;930 \A1;490 \A1;50 \A1;10 \A1;420 \A1;50 \A1;10 \A1;10 \A1;200 \A1;40 \A1;300 \A1;312 \A1;100 \U+22058@20 STIRRUPS \U+22058@20(T&B) \A1;10 FLOOR SLAB(10CM TH) POLYTHENE SHEET COMPACTED EARTH \A1;50 \A1;60 \A1;10 \A1;40 \U+220510@15(T&B) \U+220510@15(T&B) \A1;90 \A1;40 \A1;10 \A1;10 8-\U+220512 \A1;20 \A1;12 REINFORCEMENT SHORTER SPAN REINFORCEMENT BEAM NO BOTTOM SLAB NO THICKNESS BEAM NO SIZE SIZE BOTTOM TOP NEAR SPAN MID SPAN REINFORCEMENT LONGER SPAN TOP FORDOMESTIC WATER SUPPLY 12d SHOWER VALVE MIXING 12d PERRENNIAL SPRAY PIPE SIZE, mm. TYPE OF FIXTURE 90d 12d 25d KITCHEN SINK LAVATORY WATER CLOSET FLUSH FIXTURE SUPPLY PIPE TABLE D3 D2 D3 W1 W3 W3 D1 W2 W1 W1 D3 D2 D3 W1 W3 W3 W3 D1 W2 SCALE A-02 2 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0645\U+064A\U+0627\U+0647 DRAWING KITCHEN BATH LIVING ROOM ABOVE THE ROOF NOTE:WATER HEATER AND WATER TANK TO BE FIXED COLD WATER LINE HOT WATER LINE LEGEND: CWL HWL - - GATE VALVE PERENNIAL SPRAY - PS - 16d CWL 16d HWL FOR SEWER&DRAINLINE P-TRAP SIZE, mm. TYPE OF FIXTURE 50d 50d 100d KITCHEN SINK LAVATORY FLOOR DRAIN P-TRAP SCHEDULE SCALE A-02 2 KITCHEN DRAWING BATH LIVING ROOM DS - DOWNSPOUT, FLUSHED FOR ROOF DRAIN. d100 DS d100 DS RD d100 DS \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+0635\U+0631\U+0641 \U+0627\U+0644\U+0635\U+062D\U+064A MAIN DRAINAGE LINE d100 d100 FD FD d75 VSTR d75 VSTR d150 d150 d150 d1O0 SEPTIC TANK AIR VENT LEECHING CHAMBER MH EYE RODDING CHAMBER MH DIGESTIVE FCO RODDING EYE RODDING EYE RODDING EYE FCO VSTR - FD - FLOOR DRAIN VENT STACK THRU ROOF FCO - FLOOR CLEANOUT KS - KITCHEN SINK WC - WATER CLOSET SPECIFIED. GENERAL NOTES: 1. ALL DIMENSIONS ARE IN mm., UNLESS OTHERWISE SCHEDULE 80. 3. SLOPE FOR SEWER SHOULD NOT EXCEED TO 5%, 2. THE CONTRACTOR TO PROVIDE ADEQUATE SUPPORT 4. USE uPVC PIPE FOR ALL SANITARY/SEWER PIPELINE, FOR ALL SANITARY/SEWER PIPELINE. RECOMMENDED SLOPE FOR SEWERLINES IS 1%. WITH INSECT SCREEN. 6. ALL VENT STACK THRU ROOF SHALL HAVE A CONICAL VENT 5. ALL SANITARY PIPING WORKS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE OR GOVERNING LOCAL CODES. BY ADDITIONAL 50 MICRON. 8. PROVIDE PIPE SLEEVE FOR PVC PIPE PENETRATING WALL, AND UL/FM RATED SEALANT IN BETWEEN SLEEVE AND PVC PIPE. 7. MANHOLE STEEL COVER SHALL BE PRIME AND TOPCOAT BY AN APPROVED EPOXY ADHESIVE PAINT, INITIAL COATING IS 50 MICRON AND TOPCOAT 9. ALL HORIZONTAL AIR VENT SHALL BE INSIDE THE BUILDING SHALL BE NOT CONTRADICT ANY REBAR OR STRUCTURAL STEEL MEMBERS. 10. ALL DOWNSPOUT SHALL BE EMBEDDED AT THE BUILDING WALL AND SHALL LOCATED AT THE INTERSTITIAL SPACE OR CONCEALED INSIDE THE CEILING AREA. SCALE A-02 2 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+062A\U+0643\U+064A\U+064A\U+0641 DRAWING KITCHEN BATH LIVING ROOM D3 D3 W1 W3 W3 D1 W2 W1 FCU-4 R S FCU-4 FCU-2 R S S R FCU-1 COMPACT FLUORESCENT, SIMILAR LAMP FIXTURE SQUARE FLUORESCENT LAMP FIXTURE, 600 MM x 600 MM DOUBLE POLE ONE-WAY TUMBLER SWITCH PUSH BUTTON SWITCH LIGHTING AND POWER PANELBOARD MAIN DISTRIBUTION PANEL BOARD ISOLATED LIGHTING AND POWER PANEL BOAND AUTHORIZED. 1. DO NOT SCALE FROM LAYOUT DRAWINGS. WORK ACCORDING TO ARCHI- TECTURAL PLANS OR ELECTRICAL DETAILS UNLESS OTHERWISE COORDINATION WITH OTHER TRADES. 3. ALL CONDUITS FOR FINAL SUB-CIRCUITS INSIDE THE BUILDING SHALL DETERMINED FROM THE CONSTRUCTION/SHOP DRAWINGS AND AFTER BE EMT (ELECTRICAL METALLIC TUBING) WITH SUITABLE DIAMETER ACCORDING TO NEC CODE. RIGID STEEL CONDUITS TO BE USED WHERE EMT CONDUITS ARE NOT PERMISSIBLE BY NEC. ALL POWER FEEDERS INSIDE THE BUILDING SHALL BE INSTALLED IN METTALIC RACEWAYS OR METTALIC CABLE TRAY. 2. ALL EQUIPMENT LAYOUT ARE PROVISIONAL. FINAL LAYOUT SHALL BE GENERAL NOTES: LEGEND: ELECTRICAL PLAN:: W1 D3 D2 D3 W1 W3 W3 D1 W2 LOBBY KITCHEN BATH LIVING ROOM T T M1 D2 S3 E4 S3 D2 E4 M1 DETAILS IN ELITE SOFT WARE I a I a I a I a I a I a I a I a 2 1 3 4 SCALE A-01 1 \U+0645\U+062E\U+0637\U+0637 W1 A A KITCHEN TOILET BED ROOM A B C W3 W3 D1 W2 W1 D3 D3 1200 2600 800 450 450 4.00 0.20 0.20 4.00 0.20 4.7 1800 200 200 200 1250 1500 1250 600 600 600 1250 1500 1250 750 1.00 750 1800 400 200 500 1900 200 600 200 800 600 800 200 3800 4199 400 2001 1250 1500 200 1400 200 200 3000 200 9300 300 6200 DRAWING C B A BED ROOM TOILET KITCHEN DRAWING \U+0645\U+062E\U+0637\U+0637 1 A-01 SCALE 4 3 1 2 W3 D3 D1 W2 W5 W1 W3 D3 W2 W2 W1 SCALE A-02 2 \U+0645\U+062E\U+0637\U+0637 \U+0627\U+0644\U+062A\U+0645\U+062F\U+064A\U+062F\U+0627\U+062A \U+0627\U+0644\U+0643\U+0647\U+0631\U+0628\U+0627\U+0626\U+064A\U+0629 16d CWL 16d HWL 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A MANAGER HOUSE 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY3000 B/H SHAGRAA - K.S.A MANAGER HOUSE 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A MANAGER HOUSE 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A ADMISTRATION 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A ADMISTRATION 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A ADMINSTARTION RF1 RF2 RF2 RF2 RF2 RF1 PF PF PF PF PF PF RF2 RF2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H NAGRAN AREA - K.S.A GENERAL SITE \U+0627\U+0644\U+0645\U+0633\U+0644\U+062E 1 2 10 6 3 9 11 8 11 10 9 8 7 6 5 4 3 2 1 NO. POS NO ITEM LEGEND 13 12 \U+0627\U+0644\U+0625\U+062F\U+0627\U+0631\U+0629 \U+0633\U+0643\U+0646 \U+0627\U+0644\U+0645\U+062F\U+064A\U+0631 \U+0645\U+0631\U+0627\U+0642\U+0628\U+0629 \U+0645\U+062D\U+0637\U+0629 \U+062A\U+062D\U+0644\U+064A\U+0629 \U+0645\U+0639\U+0627\U+0644\U+062C\U+0629 \U+0645\U+062D\U+0637\U+0629 \U+0633\U+0643\U+0646 \U+0627\U+0644\U+0639\U+0645\U+0627\U+0644 \U+0648\U+0631\U+0634\U+0629 \U+0645\U+0648\U+0642\U+0639 \U+0627\U+0644\U+0645\U+0634\U+0631\U+0648\U+0639 \U+0628\U+0627\U+0644\U+0646\U+0633\U+0628\U+0629 \U+0644\U+0644\U+0623\U+0631\U+0636 OFFAL PUMP 6.01 5.08 5.09 6.02 6.03 6.04 6.05 6.09 6.10 6.11 6.12 PACKING TABLE PACKING HORN OFFAL SEPARATOR RECIRCULATION PUMP BLOOD PUMP BLOOD COLLECTING TANK VACCUME PLANT VACCUME RESERVOIR COLLECTING TANK AIR COMPRESSOR 3 6 1 1 1 1 1 1 1 1 1 NO. POS NO ITEM LEGEND EL.DRIVE UNIT 4.03 4.01 4.02 4.03A 4.04 4.05 5.01 5.02 5.03 5.04 5.05 5.06 COLLECTING TRAY OVER HEAD COOLING CONVEYOR FREQUENCY CONVERTER SET OF GUIDE RAILS BIRD DISCHARGER OVER HEAD WEIGHING CONVEYOR 8" EL.DRIVE UNIT SINGLE GUIDE RAIL LINCOFLEX 1000WEIGHING COMPUTER WEIGHING BRIDGE DROP -OFF STATION 1 180m 2 1 1 1 30m 1 1SET 1 1 10 1 3.06 AUT.OPENING MACHINE AUT.EVISCERATOR 3.07 3.04 3.05 3.08 3.09 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 SINGLE GUIDE RAIL AUT.VENT CUTTER EVISCERATION TROUGH GIBLET TRANSPORT CHANNELS GIZZARD CUTTING TABLE GIZZARD CLEANING TABLE PERFORTED COLLECTING TRAY AUT.CROPPER AUT.NECK BREAKER AUT.FINAL CONTROL MACHINE AUT.IN/OUTSIDE BIRD WASHER AUT.SHACKLE UNLOADER 2SETS 1 1 1 1SET 1 1 3 1 1 1 1 1 1 2.04 BLOOD TROUGH SLIDE 2.05 2.02 2.03 2.06 2.07 2.08 2.09 2.10 2.11 3.01 3.02 3.03 3.03A EL.DRIVE UNIT SINGLE GUIDE RAIL AIR AGITATED SCALDER TUNNEL PICKING MACHINE HEAD REMOVER MODEL BAR AUT.LEG CUTTER AUT.LEG UNLOADER CHAIN AND SHACKLE CLEANER COLLECTING TRAY OVERHEAD EVISCERATION CONVEYOR 8" EL.DRIVE UNIT FREQUENCY CONVERTER 1 1SET 2 1 1 1 1 1 1 1 57m 2 1 5.07 DELIVERY SHELF 1 3.18 GIBLET PACKING TABLE 1 1.01 1.02 1.03 ROLLER CONVEYOR ROLLER CONVEYOR BEND 90 CRATE WASHER 3 2 1 2.01 OVERHEAD SLAUGHTER CONVEYOR6" 75m 0 BOILER ROOM WORK SHOP & SPARE PARTS MANAGER ROOM OFFICE CORRIDOR TOILET TOILET LOCKERS TOILET TOILET LOCKERS CORRIDOR CANTEEN STORE FOR PACKING MATERIALS CHILL ROOM 0 C 0 COLD CORRIDOR +4 C 0 BLAST FREEZER -40 C BLAST FREEZER -40 C 0 0 COLD STORE -20 C 0 MACHINE ROOM 5.04 6.08 FURTHER PROCESSING 6.05 6.11 6.02 6.03 6.10 6.09 6.12 6.01 1.01 1.02 2.03 1.01 1.03 1.02 1.01 2.01 2.05 6.05 2.04 2.11 2.05 2.10 2.06 2.07 2.08 2.02 2.09 3.01 3.04 3.05 3.06 3.07 3.04 3.08 3.09 3.03 3.10 3.03A 3.11 3.12 3.12 3.02 3.13 3.12 3.14 3.15 3.03 3.16 3.17 4.03 4.05 4.01 5.03 5.02 5.07 5.06 5.08 5.09 5.05 5.01 3.18 4.02 4.03A WATER CHILLING GRADING/PACKING POULTRY PROCESSING PLANT 2000BIRDS P/H POULTRY PROCESSING PLANT 2000BIRDS P/H PLAN PLAN 23900 5 1200 250 5 1200 (MIN.) 5 3500 5 5 FIN. FLR. LINE EAVES HEIGHT A B C D E x x x x x x x x x x x ELEV. +0.70 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER HARDCORE 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / P1 / F1 STEEL COLUMN (W18x86) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 10 0.50 x x x x x x STEEL COLUMN x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 200mm. THK. CMU WALL ELEV. +4.50 ELEV. +3.00 ELEV. 0.00 TOP OF BOND BEAM FIN. GRD. LINE ELEV. -0.30 10 0.50 TOP OF SLAB ELEV. 0.00 x x x x x 010@200 / 010 AS SHOWN / ELEV. -0.30 TOP OF SIDEWALK ELEV. -0.15 FIN. GRD. LINE 200 5975 5975 5975 5975 BOND BEAM x x Z-CHANNEL PURLINS STEEL RAFTER SCALE (W18x119) (W18x86) x LEAN CONC. P1 / F1 5 5 5 5 5 200 550 5 5 5 5 250 150 3500 5 5 5 5 2 0 16 2 0 16 2 0 16 010@200 / / / / 2 SCALE 1 : 20 M. DETAIL "2" EAVES HEIGHT A B C D E x x x x x x x x x x x ELEV. +0.70 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER HARDCORE 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / P5 / F2 STEEL COLUMN (W18x60) x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x 10 0.50 x x x x x x P5 / F2 STEEL COLUMN (W18x60) x x x x x P3 / F3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 200mm. THK. CMU WALL ELEV. +4.5 ELEV. +3.00 TOP OF BOND BEAM FIN. GRD. LINE +/-0.00 BOLTS & NUTS BASE PLATE 10mm. THK. ISOLATION JOINT (TYPICAL) STEEL COLUMN 10 0.50 N.S.L. TOP OF SLAB ELEV. 0.00 x x x x x 010@200 / 010 AS SHOWN / ELEV. -0.30 TOP OF SIDEWALK ELEV. -0.15 FIN. GRD. LINE Z-CHANNEL PURLINS STEEL RAFTER SCALE SEE DETAIL "1" (W8x58) (W10x60) (TYPICAL) SEE DETAIL "2" TOP OF BOND BEAM ELEV. +3.00 200 5975 5975 5975 5975 23900 1200 FIN. FLR. LINE ELEV. 0.00 x LEAN CONC. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 725 5 400 200 400 200 725 5 450 225 500 5 450 225 500 5 5 5 5 5 5 5 5 5 5 5 5 5 200 200 75 600 200 250 150 1200 5 5 5 100 200 A 1 2 3 4 5 6 E B C D SCALE F1 F2 F3 F4 W L D (mm) (mm) (mm) TOP BARS REMARKS FOOTING SCHEDULE R E I N F O R C I N G B A R S BOT. BARS BOT. BARS TOP BARS LONG BARS DIMENSION SHORT BARS M A R K No. P1 P2 P3 16 0 16 010@250 (2-SETS) / / 12 0 16 010@250 (3-SETS) / / 010@250 (2-SETS) / / 8 0 16 GENERAL SCALE TYPICAL PEDESTAL DETAIL 10mm. THK. ISOLATION JT. (TYPICAL) 200mm. THK. SLAB ON GRADE REINFORCEMENT: MESH 10mm/20cm 2 LAYER GB1 GB2 GB2 GB3 GB4 GB2 GB2 GB2 GB2 GB2 GB2 GB2 A ELEV. -0.30 FIN. GRADE LINE 2 0 12 AS SHOWN 010@200 / / SCALE RAMB SECTOIN x x x x x x ELEV. 0.00 TOP OF SLAB 10mm. THK. ISOLATION JT. 102x102 MD25.8x25.8 WWF (TYPICAL) VAPOR BARRIER x x x x x x x x x x x x LEAN CONC. GB9 (SEE SCHED.) 3000 200 2000 2700 1800 1800 400 1200 1700 400 1000 1000 400 12 0 12 10 0 10 7 0 7 / / / 16 0 16 10 0 10 10 0 10 / / / P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P2 F2 P2 F2 P2 F2 P2 F2 P3 F3 P3 F3 P3 F3 P3 F3 P3 F3 P3 F3 GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID CONTRACTION JT. CONTRACTION JT. CONTRACTION JT. 6 x x x x x x x x x x x x x ELEV. -0.15 TOP OF WALKWAY ELEV. 0.00 TOP OF SLAB VAPOR BARRIER 102x102 MD25.8x25.8 WWF (TYPICAL) 10mm. THK. ISOLATION JT. (TYPICAL) 254x254 MD 25.8x25.8 WWF (TYPICAL) LEAN CONC. 010 AS SHOWN 010@200 / / SCALE S E C T I O N A P6 / F3 STEEL COLUMN (W8x40) BASE PLATE BOLT & NUTS LEVELING GROUT SIDEWALK ELEV. -0.30 FIN. GRADE LINE 200mm. THK. CMU WALL WITH INSULATION CONTROL JT. CONTROL JT. CONTROL JT. CONTROL JT. CONTROL JT. 500 GRADE BEAM SCHEDULE R E I N F O R C E M E N T S SIZE WEB BARS STIRRUPS REMARKS A B C E E D M A R K No. WIDTH DEPTH (mm) (mm) bars bars bars bars bars bars BOTTOM BARS TOP BARS LEFT END RIGHT END (E.F.) (010 BARS) GB1 GB2 GB3 GB4 200 200 200 200 500 500 500 500 / 1 0 16 / x x x x 100mm.THK. CMU WALL TOP OF SLAB 254x254 MD25.8x25.8 WWF (TYPICAL) SCALE x x 200 010@1200mm. MASONRY DOWEL / 010@250 / 3 0 10 / INSIDE WALLS FOOTING DETAIL ELEV. -0.05 ELEV. -0.15 12 0 12 7 0 7 / / / 6 0 6 / 6 0 6 / 16 0 16 10 0 10 / / / 10 0 16 10 0 10 TOP OF WALKWAY N O T E S : 1. READ THIS DRAWING IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 2. CONTRACTOR SHALL DESIGN, DETAIL AND ERECT STEEL 3. 2 SUPERSTRUCTURE . CONTRACTOR SHALL ALSO VERIFY THE SUPERSTRUCTURES. COORDINATION WITH THE APPROVED STEEL PEDESTAL & FOOTING SIZES AS SHOWN IN THIS DRAWING IN ASSUMED NET SOIL BEARING CAPACITY IS 150 KN. / m. 5 5 5 5 5 5 5 5 200 75 75 5 5 5 5 300 300 5 5 5 5 5 5 200 225 225 200 1200 5 23900 5 59600 5 8387 5 5 A 1 2 3 4 5 E B C D TRANSLUCENT ROOF PANEL (TYPICAL) ROOF GUTTER ROOF PANEL SHEETING 5975 SCALE RF1 RF2 RF2 RF2 RF2 RF1 PF PF PF PF PF PF CROSS BRACING WITH STANDRARD TURNBUCKLE 012 SAG ROD / C- PURLINS PRE-FINISHED INSULATED (SANDWICH) METAL ROOF PANEL 5975 5975 8250 8250 9825 8250 A B C D E A B C D E 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2400 FFL D01 DOOR SCHEDULE DESCRIPTION TYPE FRAME REMARKS A DOOR NO. SIZE A X B D01 2400 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL F I N I S H ROOM NAME EXPOSED CONC. W/ HARDENER TERRAZZO TILE PAINT 1 F L O O R B A S E W A L L C E I L I N G F I N I S H F I N I S H F I N I S H 2 3 4 6 7 5 8 9 10 11 12 13 14 15 EXPOSED CONC. ( SMOOTH FIN. ) CERAMIC TILE ( NON-GLAZED ) CARPET MARBLE TERRAZZO MARBLE WOOD CERAMIC TILE ( GLAZED ) PAINT ROOM N0. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 H E I G H T AS CLINT REQ. VINYL TILES VINYL NONE LINEAR METAL STRIP PLASTER EXPOSED CONC. (FAIRFACE FIN. ) EXPOSED CONC. ( FAIRFACE FIN. ) ROOM FINISH SCHEDULE GYPSUM BOARD 50mm THK RIBBED METAL INSUL, PANELS GYPSUM BOARD ON SUSPENDED CEILING R E M A R K S CERAMIC TILE GLAZED 600 x 600 METAL PAN ACOUSTIC TILE ( EXPOSED SPLINE ) EXPOSED CMU (TOOLED JOINT) 2200 1200 FFL DO2 2200 1000 FFL DO3 2200 D02 D02 D03 D03 D02 D03 D03 D03 D03 D03 D03 D03 D03 D03 D01 D02 D01 D03 D01 D03 D02 D01 D03 D01 D02 A D02 1200 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL A D03 1000 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL D04 AS FACTORY DESIIGNER REQ. SLIDING DOOR D04 D04 D04 D04 D04 D04 D04 5975 7 8 6 RF2 RF2 8250 8388 I. GENERAL 1. STRUCTURAL DESIGN AND PLANS CONFORM TO THE PROVISIONS OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI -318-95 AND THE AISC 1995 MANUAL OF STEEL CONSTRUCTION. 2. DESIGN LOADS FOR BUILDING ; 3. LIVE LOADS FOR OTHER AREAS ARE BASED ON THE DEPARTMENT OF THE ARMY CHAPTER 1 " LOAD ASSUMPTION FOR BUILDINGS " DEPARTMENT OF THE ARMY AND DEPARTMENT OF THE AIR FORCE. 4. ALL MATERIALS WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THESE RESPECTIVE CODES. 5. UNLESS OTHERWISE SHOWN BAR BENDS, LAP SPLICES, EXTENSION SUPPORTS, AND DETAILING REINFORCED CONCRETE STRUCTURES." 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR GROOVES, CLIPS, REFERENCE MUST ALSO BE MADE TO ARCHITECTURAL, PLUMBING, MECHANICAL AND OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL OPENINGS SHALL BE FORMED ANCHORS, STRAPS, HANGERS AND OTHER FASTENING DEVICES AS REQUIRED. 7. STANDARD DETAIL SHEETS SHALL BE READ AS PART OF THE DRAWINGS OF THE PRO- JECT UNLESS OTHERWISE SHOWN ON THE CONCRETE OUTLINE AND REINFORCEMENT 8. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METERS UNLESS 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK AT JOB SITE. 10. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL PRECEDE OVER SCALED DIMENSIONS. TECHNICAL MANUAL TM-5 809 - 1 DEPARTMENT OF THE AIR FORCE MANUAL AFM-3 MOULDS, ORNAMENTS AND OTHER EMBEDDED ITEMS TO BE CAST INTO CONCRETE. ELECTRICAL DRAWINGS FOR EMBEDDED ITEMS, PIPE SLEEVES,EQUIPMENT PADS AND OR SLEEVED BEFORE PLACING CONCRETE. PROVIDE ALL NECESSARY INSERTS,TIES,CLIPS, LIVE LOADS : THE LIVE LOADS ASSUMED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES SHALL BE THE MAXIMUM LOADS LIKELY TO BE PRODUCED BY THE INTENDED USE OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE MINIMUM UNIFORM DISTRIBUTED DEAD LOADS : THE DEAD LOADS COMPRISE THE WEIGHT OF ALL PERMANENT CONSTRUCTION , INCLUDING WALLS , FLOOR , ROOFS , CEILINGS , STAIRWAYS , AND FIXED SERVICE EQUIPMENT , PLUS THE NET EFFECT OF PRESTRESSING . IN ESTIMATING DEAD LOADS FOR PURPOSES OF DESIGN , THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED , PROVIDED THAT IN THE ABSENCE OF DEFINITE INFORMATION , VALUES SATISFACTORY HAVING JURISDICTION ARE ASSUMED . WIND LOADS : ALL BUILDINGS AND OTHER STRUCTURES SHALL BE DESIGN IN THE LOCALITY . EFFECTS DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EARTHQUAKE EVERY BUILDING OR STRUCTURE AND EVERY PORTION THEREOF IN CONJUNCTION WITH THE KINGDOM OF SAUDI ARABIA MAXIMUM REQUIREMENT OF WIND VELOCITY OF OF KINGDOM OF SAUDI ARABIA . SPACERS SHALL CONFORM TO ACI - 315 " MANUAL OF STANDARD PRACTICE FOR EARTHQUAKE LOADS: UNIT LOADS REQUIRED BY ASCE-7-93. ACCORDANCE WITH THE PROVISIONS OF THE ASCE-7-93. ASCE-7-93 AND SEISMIC ZONE REQUIREMENT THE DRAWINGS . OTHERWISE NOTED.TOP SURFACE ELEVATIONS OF SLAB ON GRADE AND-0.05. TOP OF GRADE BEAM ELEVATION IS - 0.05 UNLESS OTHERWISE NOTED ON PLAN. 11. STRUCTURAL CONCRETE FACES IN CONTACT WITH SOIL TO BE BITUMINOUS PAINTED. 12. TERMITE TREATMENT CONTROL WAS APPLIED UNDER GRADE BEAM AND AROUND THE PERIMETER OF THE BUILDING. ZONE 0 1. 2. 3. 4. 5. 6. ALL ANCHOR BOLTS TO BE ASTM A-307. 7. ALL STEEL MEMBERS SHALL HAVE A FACTORY PRIMER COAT AND SUBSEQUENT FINISH PAINTING AS PER ARCHITECTURAL DRAWING. 8. V. STRUCTURAL STEEL 2 2 7. JOINT REINFORCEMENT SHALL BE DISCONTINUOUS AT THE CONTROL JOINTS . STEEL STUD SHEAR CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE - STEEL , AWS D1 .1 ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS D 1.1 ) WELDING CONSTRUCTION. NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED. STRENGTH OF 4.14 N / mm ( BASED ON NET AREA ) IN ACCORDANCE WITH ASTM C-129 AND 5.2 N / mm AS PER ASTM C - 270 . AVERAGE MINIMUN COMPRESSIVE STRENGTH AT 28 DAYS OF THE MASONRY MORTAR SHALL BE 2. GROUT FOR FILLING THE MASONRY UNIT CELLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 3. ALL NON - LOAD BEARING WALLS SHALL BE CONSTRUCTED WHEN THE ROOF SLAB IS AT LEAST 21 DAYS OLD . 5. VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH CORNER , AT EACH SIDE OF OPENING. 6. WHERE LINTELS OR BEAM REST ON WALL , THE CELLS SHALL BE SOLID FILLED WITH GROUT . 8. USE METAL LATH FORMS OR EQUIVALENT WHERE REQUIRED TO PREVENT MORTAR IN FILLED 10. ALL CELLS TO BE FILLED, SHALL BE CLEANED OF DEBRIS BEFORE FILLING OF MORTAR. THE WIND PRESSURE . 4. CONTRACTOR SHALL TAKE DUE CARE FOR THE BRACING OF FRESHLY LAID MASONRY AGAINST CELLS FROM ENTERING IN CELLS WHERE MORTAR IS NOT REQUIRED . VI. MASONRY SPECIFIED . PROVISION FOR PURLINS , USED ASTM A-570 , GRADE 50 . CERTIFIED MILL TEST REFORTS OR CERTIFIED REFORTS OF TEST MADE BY THE FABRICATOR OR TESTING LABORATORY IN ACCORDANCE WITH ASTM A-6 OR A-568 AS APPLICABLE , AND THE GOVERNING SPECIFICATION SHALL CONSTITUTE SUFFICIENT EVIDENCE OF CONFORMITY AN AFFIDAVIT STATING THE STRUCTURAL STEEL FURNISHED MEETS THE REQUIREMENTS OF THE WITH THE ASTM STANDARD . ADDITIONALLY , THE FABRICATORS SHALL , IF REQUESTED , PROVIDE GRADE SPECIFIED . WELDING AND INSPECTION SYMBOLS USED ON PLANS AND SHOP DRAWINGS SHALL PREFERABLY BE THE AMERICAN WELDING SYMBOL. OTHER ADEQUATE WELDING SYMBOLS ARE PERMITTED, 10. PROVIDED A COMPLETE EXPLANATION THEREOF IS SHOWN IN THE DESIGN DOCUMENTS. 11. WELDING NOTES SHALL BE MADE IN THE DESIGN DOCUMENTS AND ON THE SHOP DRAWINGS OF THOSE JOINTS OR GROUPS OF JOINTS IN WHICH THE WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE DISTORTION. ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ON THE AISC MANUAL. 9. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM A-36M, UNLESS OTHERWISE ALL PRIMARY BOLTS TO BE ASTM A-325M AND SECONDARY BOLTS TO BE ASTM A-307. WHERE BOLTS WILL NOT BE ACCEPTABLE. OF 14 MPa @ 28 DAYS IN ACCORDANCE WITH ASTM C-476 . DESIGN , DETAILING AND FABRICATION OF STRUCTURAL STEELWORKS SHALL BE IN GALVANIZED BOLTS ARE REQUIRED BY THE DRAWINGS OR SPECIFIED, THE USE OF ZINC PLATED 1. ALL NON - LOAD BEARING CONCRETE MASONRY UNITS SHALL BE TYPES WITH MINIMUM COMPRESSIVE 9. SEE ACHITECTURAL DRAWINGS , FOR SIZE AND LOCATION OF DOORS AND WINDOWS OPENING . 11. MAXIMUM SPACING OF CONTROL JOINT SHALL BE 6.00 METERS. 12. ALL CELLS TO BE FILLED SHALL BE CLEANED OF DEBRIS AND MORTAR BEFORE FILLING. GB1 GB2 GB2 GB3 GB4 GB2 7 8 CONTROL JT. CONTROL JT. CONTROL JT. 5 5 GB2 GB2 GB2 GB2 P1 F1 P1 F1 P1 F1 P1 F1 AS CLINT REQ. A E B C D EL.+0.00 EL.-150 EL.-300 EL.+3.00 EL.+6.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EAVES HEIGHT 3 EL.+0.70 EL.-150 EL+.-0.00 EL.+3.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EL.+4.5 EAVES HEIGHT 4 5 6 7 8 BUILDING ELEVATION 2 1 : 100 M. SCALE A-03 BUILDING ELEVATION 3 ROOF EXHAUST FAN ( TYP. ) CONTINUOUS CONC. BOND BEAM ( FAIRFACED / PAINT FINISH ) 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT DOWNSPOUT ( TYP. ) A E B C D EL.+0.00 EL.-0.30 EL.-300 EL.+3.00 EL.+4.50 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EAVES HEIGHT BUILDING ELEVATION 4 SCALE A-04 10 0.50 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) ROOF EXHAUST FAN ( TYP. ) 025mm BOLLARD PROTECTION (TYP. ) / PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT 1100 WIDTH 1850 WIDTH 3100 WIDTH WDW No TYPE WINDOW FRAME WIDTH HT OVERALL SIZE (F.O.) DEPTH OPER MATERIAL FINISH GLASS REMARKS A W01 W02 WINDOW SURROUND B WINDOW SCHEDULE W03 C TYPE A FFL TYPE B FFL 1100 1200 120 SLIDING ALUM POWDER COATED DOUBLE GLAZED (TINTED) CAST IN PLACE CONC. CAST IN PLACE CONC. 500 500 600 1800 120 120 FIXED AWNING ALUM ALUM POWDER COATED POWDER COATED DOUBLE GLAZED (TINTED) DOUBLE GLAZED (TINTED) TYPE C FFL F F F HT HT HT 2 1 6 EL.+0.00 EL.+3.00 FIN. FLR. LINE TOP OF SIDEWALK GRADE LINE TOP OF BOND BEAM EL.+4.50 EAVES HEIGHT 5 4 3 2 1 BUILDING ELEVATION 3 SCALE A-03 CONTINUOUS CONC. BOND BEAM ( FAIRFACED / PAINT FINISH ) 200 MM THK INSULATED CMU ( TOOLED JOINT / PAINTED FINISH ) PRE-FINISHED NON-INSULATED METAL WALL PANEL WITH LOOSE INSULATION FIXED ON Z-GIRT DOWNSPOUT ( TYP. ) 7 8 \U+0625\U+0637\U+0627\U+0631 \U+0627\U+0644\U+0633\U+0640\U+0640\U+0642\U+0641 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0642\U+0633\U+0640\U+0640\U+0640\U+0645 \U+0645\U+0642\U+0637 \U+0644\U+0644\U+0623\U+0631\U+0636\U+0649 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H SHAGRAA - K.S.A WASTE W. TRAT. HUNGER \U+0645\U+0639\U+0627\U+0644\U+062C\U+0629 \U+0645\U+062D\U+0637\U+0629 \U+0645\U+064A\U+0627\U+0647 \U+0645\U+064A\U+0627\U+0647 \U+0646\U+0641\U+0627\U+064A\U+0627\U+062A 7 7 5 5 5 A B 1 2 5 5 A B 1 2 C C C C A GB GB GB GB 5 5 500 500 5 5 5 \L\c7895160;Axis (A&\fArial|b1|i0|c178|p34;B\fArial|b1|i0|c162|p34;) 5 5 500 5 5 \L\c7895160;GRID\fArial|b1|i0|c162|p34; (\fArial|b1|i0|c178|p34;1\fArial|b1|i0|c162|p34;&\fArial|b1|i0|c178|p34;2\fArial|b1|i0|c162|p34;) \c7895160;D\fArial|b1|i0|c178|p34;1 \c7895160;D\fArial|b1|i0|c178|p34;4 \c7895160;D\fArial|b1|i0|c178|p34;3 \c7895160;IPE 200 \c7895160;IPE 200 \c7895160; DOUBLE ANGEL 3"*3" THICK=3 mm \c7895160;IPE 180 \c7895160;IPE 180 \c7895160;IPE 180 \c7895160;IPE 180 \c7895160; DOUBLE ANGEL 3"*3" THICK=3 mm \c7895160;IPE 140 \c7895160;IPE 140 TOWER DETAILS STRUCTURAL DRAWING S8-02 SCALE 1:100 A B 1 2 A A A \c7895160;D\fArial|b1|i0|c178|p34;1 \c7895160;D\fArial|b1|i0|c178|p34;2 \c7895160;IPE 140 \c7895160;IPE 140 5 5 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY3000 B/H NAGRAN AREA - K.S.A Water Tower Tank 9 9 9 \U+062E\U+0632\U+0627\U+0646 \U+0645\U+064A\U+0627\U+0647 \U+0639\U+0644\U+0648\U+064A \U+062E\U+0632\U+0627\U+0646 \U+0645\U+064A\U+0627\U+0647 \U+0633\U+0641\U+0644\U+064A 11 11 11 4 8 8 1 : 20 M SCALE : .5 1 2 0 .5 1 1 : 10 M SCALE : .5 0 1 3 0 1 : 100 M SCALE : GRAPHIC SCALE : 9 8 7 6 5 4 2 1 .5 0 1 6 5 4 3 2 1 .5 0 1 SIDE VEIW ARCHITECTURAL B A B A ARCHITECTURAL SIDE VEIW 1 0 .5 1 2 3 4 5 6 SCALE 1:200 M SCALE 1:200 M 6 5 4 3 2 1 .5 0 1 SIDE VEIW ARCHITECTURAL 2000 FFL D04 DOOR SCHEDULE DESCRIPTION TYPE FRAME REMARKS A DOOR NO. SIZE A X B D01 800 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL 2200 1800 FFL DO2 2200 1000 FFL DO3 2200 A D02 1800 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL A D03 1000 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL 1100 WIDTH 1850 WIDTH 3100 WIDTH WDW No TYPE WINDOW FRAME WIDTH HT OVERALL SIZE (F.O.) DEPTH OPER MATERIAL FINISH GLASS REMARKS A W01 W02 WINDOW SURROUND B WINDOW SCHEDULE W03 C TYPE A FFL TYPE B FFL 1100 1200 120 SLIDING ALUM POWDER COATED DOUBLE GLAZED (TINTED) CAST IN PLACE CONC. CAST IN PLACE CONC. 500 500 600 1800 120 120 FIXED AWNING ALUM ALUM POWDER COATED POWDER COATED DOUBLE GLAZED (TINTED) DOUBLE GLAZED (TINTED) TYPE C FFL F F F HT HT HT 800 FFL DO1 2200 A D03 2000 x 2200 WITH LOUVER BELOW STEEL DOOR STEEL 1 5 4 3 2 B A A B NOTES : FLOOR PLAN 1 0 .5 1 2 3 4 5 6 1 5 4 3 2 EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF DO1 DO1 DO1 DO1 DO1 DO1 DO1 DO3 DO3 DO3 DO3 DO3 DO3 DO4 WO2 WO2 WO2 WO2 WO2 WO2 200 200 100 12360 12160 100 11960 200 200 100 12360 12160 100 11960 4800 4080 4080 4080 4800 4080 4080 4080 WO1 WO1 WO1 WO1 WO1 WO1 WO1 WO2 WO2 WO2 WO2 NOTES : FLOOR PLAN 1 0 .5 1 2 3 4 5 6 ROOM ROOM ROOM ROOM ROOM Room EF EF EF EF WO3 WO3 1 5 4 3 2 KITCHEN 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H DATE BY 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 3000 B/H NAGRAN AREA - K.S.A Labour House 3 3 DO3 DO3 ROOM ROOM 5 4080 4080 \U+062E\U+0632\U+0627\U+0646 \U+0645\U+064A\U+0627\U+0647 \U+0633\U+0641\U+0644\U+064A \U+0627\U+0633\U+062A\U+0631\U+0627\U+062A\U+064A\U+062C\U+064A 12 \U+0641\U+0646\U+064A \U+0645\U+062E\U+062A\U+0628\U+0631 13 \U+0635\U+0627\U+0644\U+0629 \U+0637\U+0639\U+0627\U+0645 \U+0645\U+0637\U+0628\U+062E \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0645\U+0634\U+0644\U+062D \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+0645\U+0634\U+0644\U+062D \U+0645\U+0648\U+0632\U+0639 460X360 380X580 465X380 465X380 385X380 380X480 360X185 185X360 180X173 180X173 380X480 180X173 180X173 \U+062D\U+0645\U+0627\U+0645 265X160 \U+0645\U+0634\U+0644\U+062D 185X160 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F3 F3 F3 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 F1 F1 F1 S1 S3 S3 S3 S3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R3 R3 R3 R3 R3 R1 R1 R1 R1 R1 R1 R1 m` RINGS UP STEEL TYPE DOWN STEEL mm D mm W ROOF SLAB REINFORCEMENT TABLE NOTES STR. UP SECTION A 1-3 600 300 5T16 3T16 6T14 5T8m` ADDING STEEL T10/550 TOW SIDE FOR THE UPPER SLAB R1 R1 R1 A 1-3 A 3-6 A 6-9 B 1-3 B 3-6 B 6-9 C 1-3 E 1-3 F 5-9 D 5-9 G 2-4 G 4-9 H 3-4 Q 4-9 EF 3-5 CD 3-5 F1 F2 F2 F1 F`6 F`6 F3 F4 F5 F6 F7 F8 F8 F`6 F F7 F9 F10 F3 F11 F12 F12 F`6 F A 3-6 700 300 8T16 4T16 7T14 A 6-9 600 300 5T16 3T16 6T14 B 1-3 1200 300 8T16 4T16 6T14 B 3-6 1200 300 8T16 4T16 6T14 B 6-9 1200 300 9T16 4T16 6T14 C 1-3 1000 300 8T16 4T16 6T14 CD 3-5 1000 300 8T16 4T16 6T14 D 5-9 1000 300 10T16 4T16 6T14 E 1-3 1000 300 8T16 4T16 6T14 EF 3-5 1000 300 8T16 4T16 6T14 F 5-9 1000 300 10T16 4T16 6T14 G 2-4 1000 300 8T16 4T16 6T14 G 4-9 1000 300 10T16 4T16 6T14 H 3-4 600 300 6T16 2T16 6T14 Q 4-9 600 300 6T16 - F1 600 300 4T14 F2 650 300 6T14 4T14 F3 600 300 3T14 3T14 F4 650 300 4T14 2T14 4T14 F5 700 300 5T14 3T14 5T14 F6 700 300 6T14 3T14 4T14 F7 600 300 3T14 F8 650 300 4T14 F9 850 300 8T14 F10 750 300 4T14 2T14 F11 600 300 6T14 - 4T14 F12 650 300 4T14 3T14 5T14 R1 150 300 2T14+1T12 - 1T14 R2 150 300 2T14 - 1T12 F`6 425 300 4T14 - 6T14 F 300 300 4T14 - 4T14 R3 150 300 2T12 - 1T12 5T10m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T12m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 5T8m` 2T14 2T14 2T14 2T14 2T14 2T14 4T14 4T14 4T14 4T14 4T14 4T14 8T16m` 5T12m` 8T16m` 5T12m` 8T16m` 5T12m` F3 F3 F6 4T14 3T14 500 500 300 300 S2 S1 W mm D mm DOWN STEEL SECTION TYPE GROUND BEAM REINFORCEMENT TABLE UP STEEL 3T14 4T14 5 10 RINGS 5 10 m` RINGS COLUMNS & NICKS REINFORCEMENT TABLE TYPE SECTION STEEL mm D mm W F`1 4T14 FOUNDATION REINFORCEMENT TABLE TYPE PALIN COCRETE REINF. CONCRETE SHORT STEEL LONG STEEL MAIN CAPO. CAPO. MAIN D cm cm W cm L F1 140 120 10 2T14 4T14 2T14 5T14 D cm cm W cm L 120 100 40 F2 170 140 10 2T14 5T14 7T14 150 120 50 2T14 3T12 400 200 S3 3T12 5 8 400 200 NICKS COLUMNS 450 250 5 8 F3 100 100 10 2T12 5T12 5T12 80 80 30 2T12 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 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 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H A B C D E F G H SYMBOL DATE BY DESIGNED DRAWN CHECKED CERTIFIED APPROVED DWG NO. DATE SCALE CLINTE: TITLE R E V I S I O N P R O J E C T : 12 FLOOR, ROOF PLAN, ELEVATIONS AND SECTION +ROOM FINISH SCHED.+DETAIL 19 POULTRY PROCESSING PLANT - CAPACITY 2000 B/H NAGRAN AREA - K.S.A LABOUR HOUSE &MANAGER HOUSE \U+0635\U+0627\U+0644\U+0629 \U+0637\U+0639\U+0627\U+0645 \U+0645\U+0637\U+0628\U+062E \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0646\U+0648\U+0645 \U+0645\U+0634\U+0644\U+062D \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+062D\U+0645\U+0627\U+0645 \U+0645\U+0634\U+0644\U+062D \U+0645\U+0648\U+0632\U+0639 460X360 380X580 465X380 465X380 385X380 380X480 360X185 185X360 180X173 180X173 380X480 180X173 180X173 \U+062D\U+0645\U+0627\U+0645 265X160 \U+0645\U+0634\U+0644\U+062D 185X160 R3 R3 R3 R3 R3 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 A 1-3 A 3-6 A 6-9 B 1-3 B 3-6 B 6-9 C 1-3 E 1-3 F 5-9 D 5-9 G 2-4 G 4-9 H 3-4 Q 4-9 EF 3-5 CD 3-5 F1 F2 F2 F1 F`6 F`6 F3 F4 F5 F6 F7 F8 F8 F`6 F F7 F9 F10 F3 F11 F12 F12 F`6 F 8T16m` 5T12m` 8T16m` 5T12m` 8T16m` 5T12m` F3 F3 F6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	English
Drawing Type	Full Project
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	autocad, buildings, DWG, factory, full, industrial building, plant, processing, Project, related