Apartment Project DWG Full Project for AutoCAD

Apartments and commercial shops – Plants – Sections

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

university of dammam, floors, column no., schedule of columns, ground floor, hanger, project title:, dr. h . al-salah dr. m . al-numan dr. o . shmrani, instructors:, sheet no:, done by :, drawing name :, graphic scale :, water profing membrane, sand blasted precast panel, lintel beam, precast grooves, suspended ceiling, aluminum frame, curtain, suspindeing celing frame, sand, shading device, f.f.l, mohammed al-saadat, sheet no., project :, drawing type :, contents :, dr.i.al-mofeez, dr.y.sallam, mr.s.tijani, office building, prerequisite :, location :, scale :, date :, kornish al-khobar, ground floor plan, architectural, g.f plan, space use schedule, no.of space, discription, general notes, legend, finishing material schedule, key plan, gypsum board, refer to manufacturer for fixing and details, planters box, see detail a, refer to structural for roof truss detail, pre-cast cladding column see detail, see detail, fiberglass blanket insulation with protective covering, pre-cast cladding column see detail, fire pumb room, plaster paint finish, fashia coverd with metal clading, z shape rafter metal, i section portal frame, see structural dwg., as ele, line of wall inside, supply diffuser, marble tiles fin., carpet fin., compacted soil, parapet, sky light, transparent sheet, porcelain granite effect, fixed, bylayer, byblock, global, scale, alignment rack plan, grade level, powder coated aluminum frame white color, show room main bay glass plan, show room main bay glass elevation, sloped planted area, drip flashing, gutter, show bay glass elevation, water proofing membrane, conc.curb stone, flashing, detail bay glass elevation, show bay glass plan, specifications, note:-, for more information refer manufacturer specification, gutter detail, warren, padie, exterior wall deatails, exterior wall details, ——————–, light weight block, rectangular stirr., triangular stirr., model, depth, dimensions, width, bott. rft., top rft., stirr., notes, services, fire fighting box, legend:-, – powder fire extinguisher, – fire hydrant, – sprinkler system up right, shaft details, enlarge elevator shaft upper part section, enlarge elevator shaft lower part section, office, electric room, expansion bolt, alum. pop-rivet, north, instructors : dr. hashim alsalih dr. m y numan dr. otman alshamrani dr. zuhair mohammed eng. meqdad hamdan eng. salah algamdi, university of dammam college of architecture and planning building engineering dept., isometric view for aluminum cladding system, thrmal insulation, air space, bird screen prforated colsure sheet, continuous subframe, tinted double pane filmglazzingwindow, thermal insulation, anchor bolt, thermal insulation, continus subframe, vertical detail section for aluminum cladding connection, horizantal connection for aluminum cladding panel, aluminum cladding details, skirting, r.f concrete ribbed slab, underground retaining wall, raft foundation, alumnium foil, water proof, gravel, compacted sand, r.f comcrete ribbed slab, sepration layer, screed, dermaprimer, neutral-cure sealant with backer rod, bitumen layer, vertical wall reinforcement as required, horizontal wall reinforcement as required, simple stacking, straight wall, strong ties, fast installation, easy finishing, exterior stucco finish, primer, scratch coat, base coat, fiberglass mesh, greenblock icf, thickness finishing, light – frame floor, horizontal wall reinforcement as required, icf wall system, vertical wall reinforcement as required, floor slab, section cut through flat wall or vertical core of a waffle – or screen – grid wall, light- frame wall system, depth of unbalanced fill, sealant, ceramic cove base, ceramic tiles, cement mortar, sand screed, fillet, structure details, outside building, bitumen impregnated dense, monolithic with raft, water proof membrane, typical rft., inside building, typical rft. details of basement raft footing, stair rft details, view title, out, epdm, plaster, thermal insulation with geotextile protection, protection wall, mortar, dpc, ground floor plan, bed room, kitchen, dammam university, student name:, drawing name:, scale:, abdullah al-khamis, sec, b-b, a-a, site plan, neighbors, typical floor plan, mezzanine floor plan, ground floor slap framing plan, section a-a, ground floor level, mezzanine floor level, first floor level, second floor level, third floor level, fourth floor level, roof deck level, roof deck parapet, annex roof parapet, section b-b, north elevation, east elevation, right, middle, s t i r r u p s, left, bars, side, middle stirrups applies for the whole span unless, bottom bars, mark, beam, b e a m s s c h e d u l e, top bars, additional, continuous, continuos, no of str., branches, remarks, see architectural section detail, section, schedule of ground beams, straight, reinforcement, bottom, top, closed stirrups, ————–, founda

Raw text data extracted from CAD file:

UNIVERSITY OF DAMMAM R1 HB2 HB3 HB1 HB4 \A1;0.20 \A1;0.80 FLOORS COLUMN NO. 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WIDTH \A1;DEPTH \A1; 10 \A1; 10 \A1;FOOTING WIDTH \A1;5CM.CONC.COVER \A1;FOOTING WIDTH \A1;FOOTING LENGTH \A1;25 \A1;7 \A1;2.20 \A1;2.10 \A1;0.20 \A1;1.80 \A1;0.20 \A1;2.20 \A1;0.37 \A1;1.84 \A1;0.36 \A1;29.00 \A1;2.40 \A1;2.40 \A1;3.60 \A1;1.20 \A1;2.40 \A1;2.40 \A1;3.60 \A1;1.20 \A1;4.80 \A1;2.40 \A1;2.40 \A1;1.75 \A1;1.50 \A1;3.30 \A1;1.50 \A1;3.30 \A1;1.50 \A1;3.30 \A1;1.50 \A1;3.30 \A1;1.50 \A1;3.30 \A1;1.50 \A1;1.75 \A1;24.20 \A1;4.80 \A1;2.40 \A1;2.40 \A1;1.20 \A1;1.20 \A1;2.40 \A1;2.40 \A1;2.40 \A1;4.80 \A1;6.55 \A1;1.50 \A1;1.20 \A1;5.50 \A1;24.20 \A1;4.80 \A1;2.40 \A1;2.40 \A1;1.20 \A1;1.20 \A1;2.40 \A1;2.40 \A1;2.40 \A1;4.80 \A1;6.55 \A1;1.50 \A1;1.20 \A1;5.50 \A1;29.00 \A1;2.40 \A1;2.40 \A1;3.60 \A1;1.20 \A1;2.40 \A1;2.40 \A1;3.60 \A1;1.20 \A1;4.80 \A1;4.80 \A1;1.75 \A1;1.50 \A1;3.30 \A1;1.50 \A1;1.75 \A1;0.50 \A1;1.20 \A1;4.20 \A1;1.20 \A1;2.30 \A1;1.75 \A1;1.50 \A1;3.30 \A1;1.50 \A1;1.75 \A1;4.80 \A1;4.80 \A1;0.10 \A1;1.00 \A1;9.50 \A1;1.20 \A1;2.60 \A1;2.20 \A1;6.10 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\A1;17.60 \A1;5.50 -970.629519950406 -970.6295199504061 -970.629519950406 -970.629519950406 -970.629519950406 PROJECT TITLE: \W8.92773; ACADEMIC \W9.36974; BUILDING N DR. H . AL-SALAH DR. M . AL-NUMAN DR. O . SHMRANI TECHNICAL PROJECT 6 1ST SEMESTER 1435-1436 INSTRUCTORS: SHEET NO: DONE BY : 2111020144 \W7.77588; ABDULHAMID ALI DRAWING NAME : 1-200 \W7.78821; 7 \W7.65876; SECTIONS GRAPHIC SCALE : \W1;20 MM MORTA 50 mm EXPANDED POLYSTRENE CONCRETE SLAB 300 mm WATER PROFING MEMBRANE \W1;TIELS 300X300X20MM +14.25 +9.75 +5.25 +0.75 \W1;TIELS 600X600X20MM DIMENSION CONCRETE SLAB 300 mm \W1;SAND AND MORTAR 50MM THICK SD \W1;EXTERNAL WALL SECTION C \W1;SCALE \fArial|b0|i0|c178|p34;1:50 SAND BLASTED PRECAST PANEL 50 MM THK RIGID INSULATION SAND BLASTED PRECAST PANEL LINTEL BEAM PRECAST GROOVES SAND BLASTED PRECAST PANEL 20 MM THK. CEMENT PLASTER. 200 MM THK CMU WALL 10 MM THK. CEMENT BACKER ROD & SEALANT SLAB 300MM THK. 24MM THK DOUBLE GLAZED WINDOW, TINTED OUTSIDE, CLEAR INSIDE. SUSPENDED CEILING LINTEL BEAM ALUMINUM FRAME CURTAIN SUSPINDEING CELING FRAME 10 MM THK. CEMENT 20 MM THK. CEMENT PLASTER. SAND SLAB 300MM THK. \W0.9;50 \fArial|b0|i0|c0|p42;mm EXPANDED POLYSTRENE TIELS 300X300X20MM 20 \fArial|b0|i0|c0|p34;MM MORTA \W0.9;WATER PROFING MEMBRANE SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL 50 MM THK RIGID INSULATION D4 D3 D5 D2 D1 50 MM THK RIGID INSULATION D1 D2 D4 D5 24MM THK DOUBLE GLAZED WINDOW, TINTED OUTSIDE, CLEAR INSIDE. SHADING DEVICE ALUMINUM FRAME D3 PROJECT TITLE: \W8.92773; ACADEMIC \W9.36974; BUILDING N DR. H . AL-SALAH DR. M . AL-NUMAN DR. O . SHMRANI TECHNICAL PROJECT 6 1ST SEMESTER 1435-1436 INSTRUCTORS: SHEET NO: DONE BY : 2111020144 \W7.77588; ABDULHAMID ALI DRAWING NAME : 1-200 \W7.78821; 7 \W7.65876; SECTIONS GRAPHIC SCALE : \W1;20 MM MORTA 50 mm EXPANDED POLYSTRENE CONCRETE SLAB 300 mm WATER PROFING MEMBRANE \W1;TIELS 300X300X20MM +14.25 +9.75 +5.25 +0.75 \W1;TIELS 600X600X20MM DIMENSION CONCRETE SLAB 300 mm \W1;SAND AND MORTAR 50MM THICK SD \W1;EXTERNAL WALL SECTION C \W1;SCALE \fArial|b0|i0|c178|p34;1:50 SAND BLASTED PRECAST PANEL 50 MM THK RIGID INSULATION SAND BLASTED PRECAST PANEL LINTEL BEAM PRECAST GROOVES SAND BLASTED PRECAST PANEL 20 MM THK. CEMENT PLASTER. 200 MM THK CMU WALL 10 MM THK. CEMENT BACKER ROD & SEALANT SLAB 300MM THK. 24MM THK DOUBLE GLAZED WINDOW, TINTED OUTSIDE, CLEAR INSIDE. SUSPENDED CEILING LINTEL BEAM ALUMINUM FRAME CURTAIN SUSPINDEING CELING FRAME 10 MM THK. CEMENT 20 MM THK. CEMENT PLASTER. SAND SLAB 300MM THK. \W0.9;50 \fArial|b0|i0|c0|p42;mm EXPANDED POLYSTRENE TIELS 300X300X20MM 20 \fArial|b0|i0|c0|p34;MM MORTA \W0.9;WATER PROFING MEMBRANE SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL 50 MM THK RIGID INSULATION D4 D3 D5 D2 D1 50 MM THK RIGID INSULATION D1 D2 D4 D5 24MM THK DOUBLE GLAZED WINDOW, TINTED OUTSIDE, CLEAR INSIDE. SHADING DEVICE ALUMINUM FRAME D3 ±0.00 F.F.L A 00 01 01 1 1 2 - F3 F 2 C 5 W 2 B 2 D5 ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : Kornish Al-Khobar \L* Contents: GROUND FLOOR PLAN S N W E \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural G.F PLAN Location : Scale : Date : Kornish Al-Khobar 1: 100 A - 01 S N W E 21/1/2007 A \A1;3500.00 \A1;2.10 \A1;12.00 \A1;4.00 \A1;1800.00 \A1;1.90 \A1;1800.00 \A1;1500.00 \A1;1.00 \A1;12.00 \A1;4.00 \A1;1800.00 \A1;1.90 \A1;1800.00 \A1;1500.00 \A1;1.00 \A1;0.96 \A1;0.04 \A1;0.45 \A1;1.86 \A1;7.04 \A1;3.20 \A1;0.80 \A1;2.20 \A1;0.89 \A1;0.95 \A1;0.58 \A1;0.25 \A1;3.15 \A1;0.41 \A1;0.23 \A1;0.16 \A1;0.04 \A1;0.10 \A1;0.26 \A1;0.95 \A1;0.82 \A1;0.08 \A1;0.45 \A1;3.00 \A1;1.00 \A1;6.30 \A1;6.70 \A1;1.53 \A1;0.33 \A1;0.60 \A1;0.17 \A1;0.10 \A1;0.31 \A1;0.22 \A1;2.02 \A1;2.30 \A1;1.00 \A1;3.20 \A1;2.20 \A1;2.20 \A1;0.90 \A1;2.20 \A1;0.90 \A1;2.11 \A1;3.00 \A1;0.10 \A1;3.20 \A1;0.65 \A1;4.35 \A1;4.95 \A1;3.30 \A1;3.30 \A1;1.35 \A1;10.00 \A1;0.40 \A1;1.75 \A1;1.00 \A1;0.1667 \A1;0.65 \A1;4.35 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\A1;1200.15 \A1;1199.94 \A1;1200.06 \A1;1200.54 \A1;1200.00 \A1;1201.28 \A1;1200.00 \A1;1200.00 \A1;688.43 \A1;1199.22 \A1;1201.21 \A1;1200.10 \A1;1200.77 \A1;1200.71 \A1;1200.85 \A1;1199.22 \A1;1201.38 \A1;1199.22 \A1;1200.96 \A1;1199.38 \A1;1200.78 \A1;1199.22 \A1;1201.32 \A1;1199.22 \A1;1201.99 \A1;1199.16 \A1;1199.80 \A1;683.54 \A1;12.00 \A1;2.50 \A1;1.80 \A1;1900.00 \A1;1799.00 \A1;3.00 \A1;1.00 \A1;11.60 \A1;1.60 \A1;2.00 \A1;3000.00 \A1;4000.00 \A1;1000.00 \A1;10.00 \A1;3.17 \A1;4.09 \A1;0.60 \A1;0.79 \A1;1.35 \A1;11.40 \A1;12.00 \A1;2.20 \A1;0.60 \A1;0.60 \A1;0.80 \A1;1200.00 \A1;1.00 \A1;1.00 \A1;2.15 \A1;1.00 \A1;2.15 \A1;0.05 \A1;2.20 D D D D D COUNTER-1 W W W 05 05 17 D D D D D D D D D D D D D D D D D D D 16 15 14 13 12 10 1 2 4 3 7 8 6 5 9 11 D 1 3 2 4 5 6 15 14 13 11 12 10 9 5 6 8 7 3 4 2 1 08 1 2 3 4 5 6 SPACE USE SCHEDULE NO.OF SPACE DISCRIPTION GENERAL NOTES LEGEND D D D FINISHING MATERIAL SCHEDULE W W W W D W W W W W W W D KEY PLAN D W D W W D W W W W D W 16 17 19 18 15 10 9 8 12 11 13 14 7 6 4 5 1 2 3 W W W W W W W W W W W W W W W W 3 2 1 1 A-02 1 A-02 \A1;1.33 \A1;44.65 \A1;3.50 \A1;0.90 \A1;0.93 \A1;1.37 \A1;3.00 \A1;1.47 \A1;1.00 \A1;3.90 \A1;4.00 \A1;1.80 \A1;3.30 \A1;0.90 \A1;2.10 \A1;0.90 \A1;0.25 \A1;2.40 \A1;0.45 \A1;0.10 \A1;0.80 \A1;0.90 \A1;3.00 \A1;0.90 \A1;0.80 \A1;0.10 \A1;1.42 \A1;3.00 \A1;2.68 \A1;1.00 \A1;0.29 \A1;0.32 \A1;0.61 \A1;2.40 \A1;0.62 \A1;1.35 \A1;0.38 \A1;15.80 \A1;13.10 \A1;3.80 \A1;0.20 \A1;0.39 \A1;3.29 \A1;1.00 \A1;13.03 \A1;3.82 \A1;1.60 \A1;4.95 \A1;2.40 \A1;1.50 \A1;2.04 \A1;0.40 \A1;2.40 \A1;1.50 \A1;0.96 \A1;0.21 \A1;3.00 \A1;1.54 \A1;1.38 \A1;3.00 \A1;1.33 \A1;0.97 \A1;2.58 \A1;3.00 \A1;2.95 \A1;1.19 \A1;2.99 \A1;0.65 \A1;6.75 \A1;3.83 \A1;0.10 \A1;3.90 \A1;0.10 \A1;3.90 \A1;0.10 \A1;3.93 \A1;2.50 \A1;2.53 \A1;2.48 \A1;2.53 \A1;2.47 \A1;2.45 \A1;0.15 \A1;42.20 \A1;14.58 \A1;0.95 \A1;8.47 \A1;1.40 \A1;0.60 \A1;1.40 \A1;3.05 \A1;2.00 \A1;3.15 \A1;1.40 \A1;4.91 \A1;0.15 \A1;6.00 \A1;1.00 \A1;1.00 \A1;1.00 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\A1;1.16 \A1;1.76 \A1;1.51 \A1;0.35 \A1;0.10 \A1;0.70 \A1;3.00 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;5.00 \A1;3.50 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;R29.33 \A1;4.15 \A1;4.11 \A1;0.99 \A1;38.50 \A1;3.60 \A1;7.20 \A1;2.10 \A1;3.95 \A1;3.95 \A1;7.41 \A1;4.69 \A1;6.49 \A1;7.41 \A1;R3.78 \A1;R4.00 \A1;R0.75 \A1;\U+22050.60 \A1;R27.30 \A1;\U+22050.50 \A1;\U+22050.50 \A1;R0.75 \A1;R4.00 \A1;R3.78 \A1;0.13 \A1;1.80 \A1;1.00 \A1;4.00 \A1;4.00 \A1;3.88 \A1;4.44 \A1;3.35 \A1;2.00 \A1;4.00 \A1;1.22 \A1;5.98 \A1;4.80 \A1;4.00 \A1;2.24 \A1;4.20 \A1;11.40 \A1;2.80 \A1;7.60 \A1;4.85 D D D D D D 15 14 13 11 12 10 9 5 6 8 7 3 4 2 1 D W W W W D W W GYPSUM BOARD GYPSUM BOARD 0.02 EXPANSION JOINT SEE DETAIL (S-03) 1 -189.9018562334822 -189.9018562334822 GYPSUM BOARD -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 REFER TO MANUFACTURER FOR FIXING AND DETAILS 24mm thk. VERT'L. STUD GLASS 24mm thk.DOUBLE GLAZED CURTAIN WALL PLANTERS BOX 3-100mm dSTAINLESS PIPE SPACE @ 0.50M O.C. 1 4 3 2 5 SLOPED GYPSUM BD. CEILING W/ LINIAR A.C. SEE DETAIL A REFER TO STRUCTURAL FOR ROOF TRUSS DETAIL PRE-CAST CLADDING COLUMN SEE DETAIL 3-mmd PIPE SATIN FIN. STAINLESS -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SEE DETAIL FIBERGLASS BLANKET INSULATION WITH PROTECTIVE COVERING PRE-CAST CLADDING COLUMN SEE DETAIL -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 FIRE PUMB ROOM -189.9018562334822 PLASTER PAINT FINISH FASHIA COVERD WITH METAL CLADING SEE STRUCTURAL DETAIL (FASHIA) -189.9018562334822 -189.9018562334822 -189.9018562334822 Z SHAPE RAFTER METAL I SECTION PORTAL FRAME SEE STRUCTURAL DWG. AS ELE LINE OF WALL INSIDE FIBERGLASS BLANKET INSULATION WITH PROTECTIVE COVERING -189.9018562334822 -189.9018562334822 SUPPLY DIFFUSER MARBLE TILES FIN. 100mm SCREED CARPET FIN. D D D D D D D D -189.9018562334822 D COMPACTED SOIL 0.15mm THICK POLYTHYLENE R.C. SLAB 150mm thick 50mm THICK SCREED (300 MICRON BARRIER) COMPACTED SOIL POLYETHYLENE SHEETS(VAPOUR BARRIER) R.C. SLAB 150mm thick (300 MICRON) -189.9018562334822 -189.9018562334822 -189.9018562334822 \A1;DECORATIVE STAINED GLASS -189.9018562334822 -189.9018562334822 -189.9018562334822 D PARAPET SKY LIGHT TRANSPARENT SHEET PORCELAIN GRANITE EFFECT @THERMAL INSULATION WALL (CAVITY WALL) -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 FIXED W W W W W W -189.9018562334822 REFER TO MANUFACTURER FOR FIXING AND DETAILS 24mm thk. VERT'L. STUD GLASS 24mm thk.DOUBLE GLAZED CURTAIN WALL PLANTERS BOX 3-100mm dSTAINLESS PIPE SPACE @ 0.50M O.C. 1 4 3 2 5 SLOPED GYPSUM BD. CEILING W/ LINIAR A.C. SEE DETAIL A REFER TO STRUCTURAL FOR ROOF TRUSS DETAIL PRE-CAST CLADDING COLUMN SEE DETAIL 3-mmd PIPE SATIN FIN. STAINLESS -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SEE DETAIL FIBERGLASS BLANKET INSULATION WITH PROTECTIVE COVERING PRE-CAST CLADDING COLUMN SEE DETAIL -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 FIRE PUMB ROOM -189.9018562334822 PLASTER PAINT FINISH FASHIA COVERD WITH METAL CLADING SEE STRUCTURAL DETAIL (FASHIA) -189.9018562334822 -189.9018562334822 -189.9018562334822 Z SHAPE RAFTER METAL I SECTION PORTAL FRAME SEE STRUCTURAL DWG. AS ELE LINE OF WALL INSIDE FIBERGLASS BLANKET INSULATION WITH PROTECTIVE COVERING -189.9018562334822 -189.9018562334822 SUPPLY DIFFUSER MARBLE TILES FIN. 100mm SCREED CARPET FIN. D D D D D D D D -189.9018562334822 D COMPACTED SOIL 0.15mm THICK POLYTHYLENE R.C. SLAB 150mm thick 50mm THICK SCREED (300 MICRON BARRIER) COMPACTED SOIL POLYETHYLENE SHEETS(VAPOUR BARRIER) R.C. SLAB 150mm thick (300 MICRON) -189.9018562334822 -189.9018562334822 -189.9018562334822 \A1;DECORATIVE STAINED GLASS -189.9018562334822 -189.9018562334822 -189.9018562334822 D PARAPET SKY LIGHT TRANSPARENT SHEET PORCELAIN GRANITE EFFECT @THERMAL INSULATION WALL (CAVITY WALL) -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 FIXED W W W W W W -189.9018562334822 PARAPET FIXED PARAPET FIXED D W W -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 5* 6* 1* 1** 18 16* 17 16 15 13 14 11 12 9 8 10 5 6 7 3 2 4 1 D D -189.9018562334822 W W D W W W W W W W -189.9018562334822 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : Kornish Al-Khobar \L* Contents: GROUND FLOOR PLAN S N W E \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural G.F PLAN Location : Scale : Date : Kornish Al-Khobar 1: 100 A - 01 S N W E -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SCALE ALIGNMENT RACK PLAN SECTION THRU "A"A" SCALE -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 GRADE LEVEL 12mm FRAMELESS CURTAIN WALL POWDER COATED ALUMINUM FRAME WHITE COLOR SET REQ'D - 2 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SCALE SHOW ROOM MAIN BAY GLASS PLAN SCALE SHOW ROOM MAIN BAY GLASS ELEVATION -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 COLUMN WITH 2mm thk. STAINLESS STELL CLADDING 24mm thk.CLEAR GLASS DOOR SLOPED PLANTED AREA A* B A Q* D* K* D** C G E F D J I H L K O Q P N R M -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 \A1;CAP CHANNEL 206X75 \A1;CAP FLASHING \A1;SHEETING 26G \A1;<100X75X5 W8X10 Z1.5mmFLUSH \A1;CAP CHANNEL 206X75 \A1;SHEETING 26G \A1;MEZZ.BEAM DRIP FLASHING \A1;FLASHING \A1;<100X75X5 \A1;SHEETING 26G W8X1O GUTTER \A1;G.PLATE15mm 8d20mm H.S.B BEAM 200X6X5 @500 -189.9018562334822 35mmBITUMINOUS SURFACE 35mmBINDER CORSE 200mmBASE CORSE COMPACTED SOIL SCALE SHOW BAY GLASS ELEVATION \A1;20cm WALL BLOCK WORK 2COAT BITUMINOUS PAINT 10cm WALL BLOCK WORK WATER PROOFING MEMBRANE \A1;20cm PORCELAIN FIN. CONC.CURB STONE \A1;CAP FLASHING \A1;CAP CHANNEL 206X75 \A1;SHEETING 26G <100X75X5 \A1;TRANSIATION FLASHING FLASHING <100X75X5 SHEETING 26G DRIP FLASHING \A1;MEZZ.BEAM \A1;SHEETING 26G MEZZ.BEAM \A1;CAP CHANNEL 206X75 W8X10 SHEETING 26G Z 1.5mm FLUSH ROOF 26G W8X10 SCALE DETAIL BAY GLASS ELEVATION 1:25 SCALE SHOW BAY GLASS ELEVATION 1:100 SCALE SHOW BAY GLASS PLAN 1:100 -189.9018562334822 -189.9018562334822 -189.9018562334822 CAPACITY - 12,000lbs. WHEELBASE - 430mm-5.05mm WHEELBASE (SLIP PLATES) 2.18mm-3.50mm TREAD WIDTH(SLIP PLATES) MINIMUM (INSIDE)-1.06mm MAXIMUM (OUTSIDE)-2.10mm REAR SLIP PLATES - ±10°ROTATION OPTION-230/460v,3PHASE MOTOR-208/230v,SINGLE PHASE MAXIMUM - 1.80mm RUNWAY HEIGHT - EVERY .07mm POST HEIGHT - 2.20mm OVERALL HEIGHT - 2.30mm FRONT TURN PLATES - ±45°ROTATION specifications NOTE:- FOR MORE INFORMATION REFER MANUFACTURER SPECIFICATION SCALE SHOW BAY GLASS ELEVATION 1:25 1:50 1:50 SCALE GUTTER DETAIL 1:25 -189.9018562334822 1:25 1:100 1:100 SLOPED PLANTED AREA -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SCALE ALIGNMENT RACK PLAN SECTION THRU "A"A" SCALE -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 GRADE LEVEL 12mm FRAMELESS CURTAIN WALL POWDER COATED ALUMINUM FRAME WHITE COLOR SET REQ'D - 2 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SCALE SHOW ROOM MAIN BAY GLASS PLAN SCALE SHOW ROOM MAIN BAY GLASS ELEVATION -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 COLUMN WITH 2mm thk. STAINLESS STELL CLADDING 24mm thk.CLEAR GLASS DOOR SLOPED PLANTED AREA A* B A Q* D* K* D** C G E F D J I H L K O Q P N R M -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 \A1;CAP CHANNEL 206X75 \A1;CAP FLASHING \A1;SHEETING 26G \A1;<100X75X5 W8X10 Z1.5mmFLUSH \A1;CAP CHANNEL 206X75 \A1;SHEETING 26G \A1;MEZZ.BEAM DRIP FLASHING \A1;FLASHING \A1;<100X75X5 \A1;SHEETING 26G W8X1O GUTTER \A1;G.PLATE15mm 8d20mm H.S.B BEAM 200X6X5 @500 -189.9018562334822 35mmBITUMINOUS SURFACE 35mmBINDER CORSE 200mmBASE CORSE COMPACTED SOIL SCALE SHOW BAY GLASS ELEVATION \A1;20cm WALL BLOCK WORK 2COAT BITUMINOUS PAINT 10cm WALL BLOCK WORK WATER PROOFING MEMBRANE \A1;20cm PORCELAIN FIN. CONC.CURB STONE \A1;CAP FLASHING \A1;CAP CHANNEL 206X75 \A1;SHEETING 26G <100X75X5 \A1;TRANSIATION FLASHING FLASHING <100X75X5 SHEETING 26G DRIP FLASHING \A1;MEZZ.BEAM \A1;SHEETING 26G MEZZ.BEAM \A1;CAP CHANNEL 206X75 W8X10 SHEETING 26G Z 1.5mm FLUSH ROOF 26G W8X10 SCALE DETAIL BAY GLASS ELEVATION 1:25 SCALE SHOW BAY GLASS ELEVATION 1:100 SCALE SHOW BAY GLASS PLAN 1:100 -189.9018562334822 -189.9018562334822 -189.9018562334822 CAPACITY - 12,000lbs. WHEELBASE - 430mm-5.05mm WHEELBASE (SLIP PLATES) 2.18mm-3.50mm TREAD WIDTH(SLIP PLATES) MINIMUM (INSIDE)-1.06mm MAXIMUM (OUTSIDE)-2.10mm REAR SLIP PLATES - ±10°ROTATION OPTION-230/460v,3PHASE MOTOR-208/230v,SINGLE PHASE MAXIMUM - 1.80mm RUNWAY HEIGHT - EVERY .07mm POST HEIGHT - 2.20mm OVERALL HEIGHT - 2.30mm FRONT TURN PLATES - ±45°ROTATION specifications NOTE:- FOR MORE INFORMATION REFER MANUFACTURER SPECIFICATION SCALE SHOW BAY GLASS ELEVATION 1:25 1:50 1:50 SCALE GUTTER DETAIL 1:25 -189.9018562334822 1:25 1:100 1:100 SLOPED PLANTED AREA -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 SCALE SHOW ROOM MAIN BAY GLASS PLAN -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 1:100 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 5* 6* 1* 1** 18 16* 17 16 15 13 14 11 12 9 8 10 5 6 7 3 2 4 1 W W W W B Q* D* K* D** C G E F D J I H L O Q P N R M A* A K D D D -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 D -189.9018562334822 -189.9018562334822 W W W -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 W W W W W W W W W W W W D D D -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 -189.9018562334822 21/1/2007 100mm 200 \fFootlight MT Light|b0|i0|c0|p18;mm 200 \fFootlight MT Light|b0|i0|c0|p18;mm 4d20 100mm 200 \fFootlight MT Light|b0|i0|c0|p18;mm 200 \fFootlight MT Light|b0|i0|c0|p18;mm 4d20 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 +0.00 +0.00 +0.00 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 G01 A 10 10 10 10 10 10 A G01 A G01 A G01 G01 A 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 G01 A 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 G01 A G01 A A G01 A G01 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 A G01 A G01 G01 A G01 A A G01 A G01 A G01 A G01 A G01 A G01 A G01 A G01 G01 A A G01 G01 A 10 10 10 A G01 G01 A A G01 G01 A A G01 G01 A 10 10 10 A G01 10 10 10 10 G01 A G01 G01 A 10 A ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : Kornish Al-Khobar \L* Contents: GROUND FLOOR PLAN S N W E \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural G.F PLAN Location : Scale : Date : Kornish Al-Khobar 1: 100 A - 01 S N W E 21/1/2007 1 ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : Kornish Al-Khobar \L* Contents: GROUND FLOOR PLAN S N W E \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural G.F PLAN Location : Scale : Date : Kornish Al-Khobar 1: 100 A - 01 S N W E 21/1/2007 W N O Z + 0.2 m WARREN WARREN padie IAV14 R=0.90m. 0.10 0.05 0.05 0.05 150.7894343171119 150.7894343171119 150.7894343171119 150.7894343171119 150.7894343171119 \fArial|b1|i0|c0|p42;ISOMETRIC VIEW \fArial|b1|i0|c0|p42;ROOF INSULATION IN EXPANSION JOINT \fArial|b0|i0|c0|p42;POLYURETHANE INSULATION 50 mm THIK \fArial|b0|i0|c0|p42;FASTEN USE WATERS WASHERS \fArial|b0|i0|c0|p42;METAL FORMED LAPPED AND SEALED \fArial|b1|i0|c0|p42;EARTH \fArial|b1|i0|c0|p42;HARD CORE ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: EXTERIOR WALL DEATAILS \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural EXTERIOR WALL DETAILS Location : Scale : Date : -------------------- 1: 100 A - 17 17/3/2007 W N E S ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: EXTERIOR WALL DEATAILS \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural EXTERIOR WALL DETAILS Location : Scale : Date : -------------------- 1: 100 A - 17 17/3/2007 W N E S ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: EXTERIOR WALL DEATAILS \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural EXTERIOR WALL DETAILS Location : Scale : Date : -------------------- 1: 100 A - 17 17/3/2007 W N E S 5 d8/m' R1 R5 R2 R3 R4 35 cm 30 cm 30 cm 30 cm 20 cm 10 cm 15 cm 20 cm 3 d 18 2 d 12 2 d 14 3 d 16 10cm SOLID SLAB+USING 2 d 14 1 d 10 2 d 14 2 d 14 7 d8/m' 5 d8/m' 5 d8/m' 5 d8/m' LIGHT WEIGHT BLOCK RECTANGULAR STIRR. RECTANGULAR STIRR. TRIANGULAR STIRR. *.* TABLE OF RIBS : MODEL DEPTH 30 cm DIMENSIONS WIDTH 10 cm BOTT. RFT. 2 d 10 1 d 10 TOP RFT. STIRR. NOTES TRIANGULAR STIRR. ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: W/C SUPPLY PART SECTION \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 SERVICES W/C SUPPLY PART SECTION Location : Scale : Date : -------------------- 1: 20 P - 01 17/3/2007 W N E S FIRE FIGHTING BOX LEGEND:- - CO2 FIRE EXTINGUISHER 10KG 10KG. P C02 - POWDER FIRE EXTINGUISHER - FIRE HYDRANT - SPRINKLER SYSTEM UP RIGHT ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural SHAFT DETAILS Location : Scale : Date : -------------------- 1: 100 A - 19 17/3/2007 W N E S ENLARGE ELEVATOR SHAFT UPPER PART SECTION ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Project : Drawing Type : Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Project : Drawing Type : Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural SHAFT DETAILS Location : Scale : Date : -------------------- 1: 100 A - 18 17/3/2007 W N E S - NO PIPES , VENTILATING DUCTS OR CABLES ( OTHER THAN THE ELEVATOR CABLES ) MUST BE FIXED INSIDE THE SHAFT. ENLARGE ELEVATOR SHAFT LOWER PART SECTION ID#205-007 MOHAMMED AL-SAADAT \L* Student Name: Sheet No. Contents : Dr.I.Al-Mofeez Dr.Y.Sallam Mr.S.Tijani \L* Instructor: \L* Project Name: OFFICE BUILDING Prerequisite : Location : Scale : Date : \L* Contents: ENLARGE FRESH AIR SHFT (UPPER PART SECTION) \H0.6775x; KING FAISAL UNIVERSITY COLLEGE OF ARCHITECTURE & PLAN. DIPARTMENT OF BUILDING TECH.\fArial|b0|i0|c0|p34;\H1.476x; Sheet No. Contents : Mr.S.Tijani Technical Project 2: Multi-Storey Building Prerequisite : ARBT 302 Architectural SHAFT DETAILS Location : Scale : Date : -------------------- 1: 20 A - 21 17/3/2007 W N E S OFFICE OFFICE OFFICE OFFICE ELECTRIC ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ELECTRIC ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 75*50*75*3mm ALUM. U-CHANNEL 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK EXPANSION BOLT ALUM. POP-RIVET PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 4mm ALUMINUM COMPOSITE PANEL ISOMETRIC VIEW FOR ALUMINUM CLADDING SYSTEM THRMAL INSULATION AIR SPACE BIRD SCREEN PRFORATED COLSURE SHEET (LIGHT WEIGHT CEMENT) 13mm PLASTER 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK AIR SPACE 200mm CONC. BLOCK WALL CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL WINDOW / FACAD JOINT CONCEALED FIXING SYSTEM WITH U-PROFILE AS HOLDINGTRACK (HORIZANTAL SECION) TINTED DOUBLE PANE FILMGLAZZINGWINDOW THERMAL INSULATION ANCHOR BOLT 200mm CONCRETE WALL 100MM AIR SPACE THERMAL INSULATION CONTINUS SUBFRAME VERTICAL DETAIL SECTION FOR ALUMINUM CLADDING CONNECTION THERMAL INSULATION 200mm CONC. BLOCK WALL AIR SPACE CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL HORIZANTAL CONNECTION FOR ALUMINUM CLADDING PANEL 1 C 6 SCALE ALUMINUM CLADDING DETAILS 1:100 M. PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 2 C 6 SCALE WALL SECTION(EXTERIOR WALL DETAILS) 1:100 M. 100mm COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CARPET 4mm ALUMINUM COMPOSITE PANEL 50mm HEAT INSULATION 150*200mm CONCRETE BLOCK (LIGHT WEIGHT CEMENT) 13mm PLASTER 30mm PROTECTION BOARD 5mm WATER RESISTANT CONCRETE FLOOR R.F CONCRETE RIBBED SLAB 600*600mm SUSPENDED CILING HANGER "T" SPINE DETAIL1 DETAIL2 DETAIL3 UNDERGROUND RETAINING WALL DETAIL4 3 cm THICK ASPHALT RAFT FOUNDATION ALUMNIUM FOIL THERMAL INSULATION WATER PROOF GRAVEL COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CARPET DETAIL 2 50 mm HEAT INSULATION WATER PROFING MEMBRANE R.F COMCRETE RIBBED SLAB SEPRATION LAYER 50 mm EXPANDED POLYSTRENE SCREED DERMAPRIMER GRAVEL (ROOF DETAIL) 75*50*75*3mm ALUM. U-CHANNEL 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK EXPANSION BOLT ALUM. POP-RIVET (VERTICAL CAPPING SECTION) DETAIL 1 ALUM. POP-RIVET NEUTRAL-CURE SEALANT WITH BACKER ROD 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 50 mm HEAT INSULATION 150*200mm CONCRETE BLOCK \W1.78698; 6mm THK ON GREEN \W1.92984; TEMPERED WITH 12mm \W1.92984; AIR SPACE DETAIL 3 (PANELS CONNECTUOIN DETAILS) DETAIL 4 (GLAZING DETAILS) PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 100mm COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC 30mm PROTECTION BOARD 5mm WATER RESISTANT CONCRETE FLOOR R.F CONCRETE RIBBED SLAB 600*600mm SUSPENDED CEILING HANGER "T" SPINE UNDERGROUND RETAINING WALL SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC (LIGHT WEIGHT CEMENT) 13mm PLASTER 600*600mm SUSPENDED CEILING HANGER "T" SPINE 600*600mm SUSPENDED CEILING HANGER "T" SPINE GRAVEL BITUMEN LAYER 50 mm EXPANDED POLYSTYRENE WATER PROOFING MEMBRANE SCREED SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC 600*600mm SUSPENDED CEILING HANGER "T" SPINE 300mm R.F CONCRETE RIBBED SLAB INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM VERTICAL WALL REINFORCEMENT AS REQUIRED HORIZONTAL WALL REINFORCEMENT AS REQUIRED VERTICAL WALL REINFORCEMENT AS REQUIRED VERTICAL WALL REINFORCEMENT AS REQUIRED HORIZONTAL WALL REINFORCEMENT AS REQUIRED WATER PROOF MEMBRANE 5MM THICKENS BITUMEN IMPREGNATED DENSE FIBER BOARD 25MM THICKENS RAFT FOUNDATION THERMAL INSULATION 3 cm THICK ASPHALT SOIL COMPACTION TO 96% DETAIL 3 (2D.3D I.C.F) \L STANDARD (PLAN/SIDE) \LEND VIEW SIMPLE STACKING STRAIGHT WALL STRONG TIES FAST INSTALLATION EASY FINISHING EXTERIOR STUCCO FINISH PRIMER SCRATCH COAT BASE COAT FIBERGLASS MESH GREENBLOCK ICF THICKNESS FINISHING DETAIL 1 (I.C.F SECTION WALL) LIGHT - FRAME FLOOR HORIZONTAL WALL REINFORCEMENT AS REQUIRED ICF WALL SYSTEM VERTICAL WALL REINFORCEMENT AS REQUIRED WALL HEIGHT , 10 FEET (3M) MAXIMUM FLOOR SLAB SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF A WAFFLE - OR SCREEN - GRID WALL LIGHT- FRAME WALL SYSTEM DEPTH OF UNBALANCED FILL DETAIL 2 (CERAMIC COVER BASE) PLASTER& PAINT / CERAMIC TILES SEALANT CERAMIC COVE BASE CERAMIC TILES CEMENT MORTAR SAND SCREED WATER PROOFING MEMBRANE (BITUMEN OR SIMILAR APPROVED) FILLET 2 C 6 SCALE WALL SECTION(INTERIOR WALL DETAILS) 1:100 M. DETAIL 1 DETAIL 2 DETAIL 3 PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 7 S 2 SCALE STRUCTURE DETAILS 1:100 M. OUTSIDE BUILDING 6d16/M' TOP & BOTT BITUMEN IMPREGNATED DENSE FIBER BOARD 25mm THICK. 5d10/M' 6d16/M' TOP & BOTT MONOLITHIC WITH RAFT 200mm WATER STOP. 100mm WALL KICKER CONSTRUCTED WATER PROOF MEMBRANE 6d12/M' EACH SIDE COMPACTED SOIL 1.5mm THICK. R.C. WALL (W1) TYPICAL RFT. 6d14/M' EACH SIDE INSIDE BUILDING TYPICAL RFT. DETAILS OF BASEMENT RAFT FOOTING RAFT FOUNDATION d14mm@200mm d12mm@300mm d10mm@400mm d10mm d14mm@200mm d12mm@300mm d10mm@400mm 2 d 16mm STAIR RFT DETAILS Scale: 1:1 VIEW TITLE 1 \A1;5 1 101 \W5.15445; Elevation \W8.73029; Scale: 1/50 \W8.14267; Section A-A \W8.73029; Scale: 1/50 \W7.05522; Plan \W8.73029; Scale: 1/50 H02 H04 V08 V08 V08 H02 H04 H02 H04 \W9.46741; Detail - 08 \W9.71612; Scale: 1/5 \W9.46741; Detail - 09 \W9.71612; Scale: 1/5 \W9.71870; Detail - 11 \W9.71612; Scale: 1/5 \W9.47514; Detail - 10 \W9.71612; Scale: 1/5 5 5 Out In Out In EPDM RC 0.20 Plaster Screed to Fall Slope 10% Thermal Insulation with Geotextile Protection Tiles 0.20x0.20x0.02 Skirting 0.20x0.20x0.02 Stone Cladding 1.00 + Protection Wall Protection Wall RC 0.20 Plaster Sand 0.06 Mortar Tiles 0.20x0.20x0.02 Skirting 0.15x0.20x0.02 F.L.0.45 - Skirting 0.15x0.20x0.02 Mortar Tiles 0.20x0.20x0.02 Sand 0.06 RC 0.15 DPC PC 0.10 F.L.3.75 - Sand 0.06 PC 0.10 Interlocking Pavement 0.04 Mortar \A1;104 \A1;1.00 \A1;0.20 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.80 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.10 \A1;4.20 \A1;2.40 \A1;3.60 \A1;COL. WIDTH \A1;0.80 \A1;1.00 \A1;1.40 \A1;1.00 \A1;0.80 \A1;5.00 \A1;2.60 \A1;0.20 \A1;2.20 \A1;0.20 \A1;2.20 \A1;0.20 \A1;5.00 \A1;1.60 \A1;1.80 \A1;3.00 \A1;1.80 \A1;3.00 \A1;1.80 \A1;3.00 \A1;1.80 \A1;3.00 \A1;1.80 \A1;3.00 \A1;1.80 \A1;1.60 \A1;0.16 \A1;0.15 \A1;0.30 \A1;21.85 \A1;1.60 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;0.45 \A1;24.55 \A1;1.60 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;0.45 \A1;1.70 \A1;1.00 \A1;1.60 \A1;3.30 \A1;3.30 \A1;3.30 \A1;1.70 \A1;1.00 \A1;24.55 \A1;3.30 \A1;3.30 \A1;3.30 \A1;0.45 \A1;1.60 \A1;3.30 \A1;3.30 \A1;3.30 \A1;1.70 \A1;1.00 \A1;24.55 \A1;3.30 \A1;3.30 \A1;3.30 \A1;0.45 \A1;5.00 \A1;1.00 \A1;2.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.70 \A1;5.00 \A1;1.00 \A1;2.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.70 \A1;1.20 \A1;2.20 \A1;2.20 \A1;1.20 \A1;0.15 \A1;0.30 \A1;30.29 \A1;28.71 \A1;71.03 \A1;86.43 \A1;71.03 \A1;29.00 \A1;8.00 shop 1 shop 2 shop 3 shop 4 shop 5 shop 6 GROUND FLOOR PLAN SCALE 1:100 METERS +0.00 +0.20 UP +0.53 +0.98 L +2.78 +3.38 +1.43 +3.08 +3.08 +0.98 +1.43 +1.43 UP +1.43 +0.98 UP Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Kitchen Kitchen Kitchen Kitchen Kitchen Kitchen Kitchen 1 2 3 4 5 6 7 8 9 10 K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D4 D4 D4 D4 D4 D4 D5 D5 D6 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W2 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W5 W5 D7 D7 11 12 D8 D8 +0.98 +0.98 +0.98 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 4 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W9.37634; TYPICAL Floor Plan 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 SEC B-B SEC B-B SEC A-A SEC A-A SITE PLAN SCALE 1:200 METERS +0.00 +0.20 UP +0.53 +1.43 UP UP 1 2 3 4 5 6 7 8 9 10 11 12 +0.98 +0.98 +21.23 +24.53 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:200 1 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.93646; SITE Plan 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 NEIGHBORS NEIGHBORS +0.20 +0.20 +0.20 NEIGHBORS NEIGHBORS DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 2 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.17255; GROUND FLOOR PLAN 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 L Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Bed room Kitchen Kitchen Kitchen Kitchen Kitchen K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D4 D4 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W2 W2 W3 W3 W3 W3 W3 W3 W3 W3 W3 W4 W4 W5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEC B-B SEC B-B SEC A-A SEC A-A TYPICAL FLOOR PLAN SCALE 1:100 METERS DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 3 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.35983; MEZZANINE FLOOR PLAN 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 Bed room Bed room Bed room Bed room Kitchen Kitchen L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 +4.73 +4.73 +4.73 D1 D1 D1 D1 D2 D2 D2 D2 D3 D3 D4 D4 W1 W1 W1 W1 W2 W2 W3 W3 W3 W3 W4 W4 W5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEC B-B SEC B-B SEC A-A SEC A-A MEZZANINE FLOOR PLAN SCALE 1:100 METERS DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 5 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W6.92529; COLUMN & AXIS 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 W1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 W2 W3 W3 W2 L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L K J I H G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 6 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.88729; FOUNDATION PLAN 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 F1 F2 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F1 F3 F3 F3 F3 F3 F3 F3 F3 F3 CF2 F3 F3 CF1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 5 5 5 5 5 CF2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 7 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.58650; GROUND FLOOR FRAMING SLAP 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 GROUND FLOOR SLAP FRAMING PLAN SCALE 1:100 METERS L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A 7d16/M 7d16/M 7d16/M 10 Slap on Grade 10 cm thickness 5\U+02788M RFT. Mesh 10 Slap on Grade 10 cm thickness 5\U+02788M RFT. Mesh 10 Slap on Grade 10 cm thickness 5\U+02788M RFT. Mesh 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 8 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W9.30261; MEZZANINE FLOOR FRAMING SLAP 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 7d16/M 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 R2 R3 R3 R4 R3 R4 R6 R6 R6 R6 R6 HB3 HB3 HB5 HB5 HB5 HB5 HB4 HB4 HB4 HB4 HB4 HB7 HB7 HB6 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB3 DB3 DB3 HB9 HB9 DB2 DB2 DB2 DB2 DB3 DB3 DB3 DB3 DB3 DB1 DB1 DB1 DB1 DB1 DB1 DB4 DB1 HB3 HB5 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB2 DB2 DB2 DB2 R3 R3 R3 R3 R3 R3 DB3 DB1 DB1 DB1 DB1 DB2 DB2 DB2 DB2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 9 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.27271; FIRST FLOOR FRAMING SLAP 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 7d16/M 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R3 R3 R3 R3 R4 R4 R4 R3 R4 R5 R5 R5 R5 R5 R6 R6 R6 R6 R6 5 HB1 HB1 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB5 HB5 HB5 HB5 HB5 HB5 HB5 HB2 HB2 HB2 HB2 HB2 HB2 HB5 HB5 HB5 HB5 HB5 HB5 HB4 HB4 HB4 HB4 HB4 HB7 HB7 HB7 HB7 HB6 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB3 DB3 DB3 DB3 HB9 HB9 DB2 DB2 DB2 DB2 DB3 DB3 DB3 DB3 DB3 DB1 DB1 DB1 DB1 DB1 DB1 DB4 DB1 R5 R5 HB3 HB1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 10 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.72406; TYPICAL FLOOR FRAMING SLAP 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 7d16/M 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 7d16/M 18 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R2 R2 R3 R3 R3 R3 R4 R4 R4 R3 R4 R5 R5 R5 R5 R5 R6 R6 R6 R6 R6 5 HB1 HB1 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB3 HB5 HB5 HB5 HB5 HB5 HB5 HB5 HB2 HB2 HB2 HB2 HB2 HB2 HB5 HB5 HB5 HB5 HB5 HB5 HB4 HB4 HB4 HB4 HB4 HB7 HB7 HB7 HB7 HB7 HB7 HB6 HB8 HB8 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB3 DB3 DB3 DB3 HB9 HB9 DB2 DB2 DB2 DB2 DB3 DB3 DB3 DB3 DB3 DB1 DB1 DB1 DB1 DB1 DB1 DB4 DB1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 11 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.37550; SECTION A-A 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 SECTION A-A SCALE 1:100 METERS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR LEVEL +1.43 MEZZANINE FLOOR LEVEL +4.73 FIRST FLOOR LEVEL +8.03 SECOND FLOOR LEVEL +11.33 THIRD FLOOR LEVEL +14.63 FOURTH FLOOR LEVEL 17.93 ROOF DECK LEVEL +21.23 ROOF DECK PARAPET +23.43 ANNEX ROOF PARAPET +25.13 +0.00 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 12 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.40815; SECTION B-B 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 SECTION B-B SCALE 1:100 METERS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR LEVEL +1.43 MEZZANINE FLOOR LEVEL +4.73 FIRST FLOOR LEVEL +8.03 SECOND FLOOR LEVEL +11.33 THIRD FLOOR LEVEL +14.63 FOURTH FLOOR LEVEL 17.93 ROOF DECK PARAPET +23.43 ANNEX ROOF PARAPET +25.13 +0.00 ROOF DECK LEVEL +21.23 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 13 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W9.86287; NORTH ELEVATION 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 NORTH ELEVATION SCALE 1:100 METERS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR LEVEL +1.43 MEZZANINE FLOOR LEVEL +4.73 FIRST FLOOR LEVEL +8.03 SECOND FLOOR LEVEL +11.33 THIRD FLOOR LEVEL +14.63 FOURTH FLOOR LEVEL 17.93 ROOF DECK PARAPET +23.43 ANNEX ROOF PARAPET +25.13 +0.00 ROOF DECK LEVEL +21.23 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 14 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.13925; EAST ELEVATION 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 EAST ELEVATION SCALE 1:100 METERS GROUND FLOOR LEVEL +1.43 MEZZANINE FLOOR LEVEL +4.73 FIRST FLOOR LEVEL +8.03 SECOND FLOOR LEVEL +11.33 THIRD FLOOR LEVEL +14.63 FOURTH FLOOR LEVEL 17.93 ROOF DECK PARAPET +23.43 ANNEX ROOF PARAPET +25.13 +0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF DECK LEVEL +21.23 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:20 15 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.57439; SCHEDULES 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 320 RIGHT MIDDLE S T I R R U P S LEFT E BARS SIDE SHB = SHORT HIDDEN BEAM MIDDLE STIRRUPS APPLIES FOR THE WHOLE SPAN UNLESS RIGHT AND/OR LEFT STIRRUPS ARE SPECIFIED C B A BOTTOM BARS CHB = CANTILEVER HIDDEN BEAM H W MARK BEAM HB = HIDDEN BEAM DIMENSIONS (mm) B E A M S S C H E D U L E TOP BARS @ EXT.SUPPORT @ INT.SUPPORT F1 F2 ADDITIONAL CONTINUOUS CONTINUOS ADDITIONAL @ MIDSPAN (mm) (mm) 200 300 400 500 800 NO OF STR. BRANCHES SDB = SHORT DROP BEAM CDB = CANTILEVER DROP BEAM DB = DROP BEAM HB1 HB2 HB3 HB4 HB5 REMARKS 3d14 - 3d12 - d8@200 C/C d8@200 C/C d8@200 C/C 2 4d14 - - - - 2 5d16 - - 6d16 6d16 5d16 7d16 - - 4 4 4d16 600 200 DB1 2d16 2d16 DB2 2d16 DB3 3d16 3d16 900 HB6 7d16 - - - - d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@150 C/C d8@200 C/C d8@200 C/C - 700 DB4 - - - - - - - 2 2 2 1000 HB7 6d16 9d16 - - d8@200 C/C 320 320 320 320 320 320 4d16 6d16 8d16 - - 4d16 6d16 7d16 4d16 4d16 5d16 - - 8d16 2 4 4 d8@150 C/C d8@150 C/C d8@150 C/C d8@150 C/C d8@150 C/C 800 DB5 200 200 200 200 600 600 3d16 3d18 3d18 3d16 3d18 3d18 4d16 2d18 2d18 4d16 4d18 4d18 2d16 2d16 2d16 2d12 2d12 2 2 d8@150 C/C d8@200 C/C d8@200 C/C d8@200 C/C d8@150 C/C d8@150 C/C d8@150 C/C d8@150 C/C d8@150 C/C d10@150 C/C d10@150 C/C d10@150 C/C d10@150 C/C d10@200 C/C d10@200 C/C DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:20 16 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.53788; GENERAL NOTE 2130002332 \W8.04697; MIDTERM JURY\W8.04697; \W8.04697; DESIGN STUDIO 5 6d16/m SEE ARCHITECTURAL SECTION DETAIL 0.30 5d10 5d8/m 5d12/m 0.18 SECTION 0.60 DEPTH SCHEDULE OF GROUND BEAMS WIDTH GB2 GB3 GB1 0.20 MARK ADDITIONAL STRAIGHT @ MID SPAN @ SUPPORT STRAIGHT ADDITIONAL 6d8mm./M' 3d16mm. 2d16mm. 3d16mm. @ MID-SPAN 2d16mm. 3d16mm. @ SUPPORT 2d12mm. " " " " " " " " 5d8mm./M' REINFORCEMENT BOTTOM REINFORCEMENT TOP CLOSED STIRRUPS GB4 2d16mm. 4d16mm. 2d16mm. 4d16mm. " " " " 0.30 GB5 0.60 0.60 0.60 0.60 0.20 0.20 0.20 -------------- -------------- 3d16mm. 3d16mm. -------------- -------------- 3d16mm. -------------- 2d12mm. -------------- COLUMN & AXIS SCALE 1:100 METERS FOUNDATION PLAN SCALE 1:100 METERS MEZZANINE FLOOR SLAP FRAMING PLAN SCALE 1:100 METERS FIRST FLOOR SLAP FRAMING PLAN SCALE 1:100 METERS TYPICAL FLOOR SLAP FRAMING PLAN SCALE 1:100 METERS GENERAL NOTE PLAIN CONCRETE WIDTH 1.70 1.50 2.70 2.10 2.10 SCHEDULE OF FOOTINGS F2 2.50 F5 4.70 F4 F3 3.5 1.50 LENGTH F1 1.90 MARK 3d14mm. SHORT REINFORCEMENT 12d16mm. 1.80 0.50 2.20 4.40 2.40 3.20 1.80 1.20 1.20 0.50 5d14mm. 15d16mm. 0.50 0.50 REINF. CONCRETE WIDTH DEPTH LENGTH 0.15 1.40 1.60 DEPTH 7d14mm. 0.50 10d16mm. 6d16mm. LONG REINFORCEMENT 6%C14mm. 3d16mm. 8d16mm. 28d16mm. 3d14mm. 3d16mm. 3d14mm. 8d16mm. 16d16mm. 0.15 0.15 0.15 0.15 8d16mm. 2.10 2.40 2.10 0.15 1.80 0.50 3d16mm. 10d16mm. 3d16mm. 5d14mm. 3d14mm. F6 -------------- -------------- SCHEDULES SCALE 1:100 METERS 5 5 12d18 6d8/M 5 5 12d16 6d8/M 10d16 6d8/M 5 5 FLOORS COLUMN NO. SCHEDULE OF COLUMNS C1 C2 C3 GROUND FLOOR & TYPICAL FLOOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP UP 5 5 5 5 5 commercial buildings street width 20 m D6 D6 D6 D6 D6 5 5 5 5 5 5 5 5 5 5 5 5 5 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB2 GB3 GB2 GB3 GB3 GB3 GB1 GB1 GB1 GB1 GB3 GB3 GB4 GB5 GB6 GB6 GB3 GB3 GB5 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB2 GB2 GB2 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANTILEVER BARS COL STIRRUPS COL. WIDTH DEPTH 10 10 FOOTING WIDTH 5CM.CONC.COVER 10 CM PLAIN CONC. LONG RFT. SHORT RFT. TYP. RFT.DETAIL OF FOOTINGS 1 d 10 ALL AROUND COL. MAIN RFT. FOOTING WIDTH (TOP) CANTILEVER BARS (BOTTOM) LONG RFT. SHORT RFT. (BOTTOM) F FOOTING PLAN FOOTING LENGTH STAIR SECTION DETAIL SCALE 1:20 METERS 1 d12 TOP RFT. WIDTH TOP RFT. 6d8/M STIRR. BOTTOM RFT. SOLID PART BEAM STIRRUPS 2d12 SIDE RFT. CEMENT HORDI BLOCK 25 7 5d8/M 1 d12 BOTTOM RFT. SHEAR WALLS DETAIL SCALE 1:20 METERS (4150 kg/cm2). GENERAL NOTES SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE VIBRATOR SHOULD BE USE FOR PROPER COMPAC- (AFTER 28 DAYS) IS FC=4000 PSI (280 kg/cm2) FORMS JUNEBE REMOVED AS FOLLOWS: b) Slab span is up to 4.5 m. 7 days c) Beams is up to 6.00 m., 14 days YEILD STRENGTH OF DEFORMED BARS IS FY TION OF CONCRETE. a) Side forms should be 48 hours. Above 6.00 m., 21 days Above 4.5 m., 14 days ACROSS RIBS OF SPECIFIED DIMENSION SHALL BE 10 cm. PLAIN CONCRETE BASE FOR ALL FOOTINGS FOUNDATION IS DESIGNED FOR ( 3 ) STOREY BUIL- SOIL BEARING CAPACITY IS ASSUMED AS (2 kg/ BATHROOMS SLAB THICKNESS SHOULD BE 12cm. WITH REINFORCEMENT 6d10/m IN SHORT DIRECTION cm2) AND IT IS RESPOSIBILITY OF CLIENT TO AND 5d10/m IN LONG DIRECTION UNLESS DING ONLY. SHOULD BE PROVIDED. OTHERWISE MENTIONED. PROVIDED AT MIDDLE SPAN. CHECK ACTUAL VALUE AT SITE. STRUCTURAL DRAWING SHOULD BE READ ALONG IF THE SPAN OF RIBS IS MORE THAN 5.00 METERS USE CEMENT HORDI BLOCK (0.40X0.25X0.20) FOR ONE WAY HORDI SLAB WITH ARCHITECTURAL DRAWING. AT SUPPORTS, THE LARGER AREA OF STEEL BARS BETWEEN TWO ADJACENT BEAMS SHALL BE USED. USE POLYSTYRENE BLOCKS (0.40X0.25X0.40) FOR TWO WAY HORDI SLAB SCALE 1:20 METERS SCALE 1:20 METERS SCALE 1:20 METERS DROP BEAM 5 5 5 5 5 5 6d14m 5d12m 5 5 5 6d14m 5d12m SECTION -A NEIGHBORS +0.98 +1.43 +0.98 +0.98 D1 D1 D1 D3 D2 D2 men sitting D1 D1 D2 D2 D3 W3 D1 men sitting D2 D1 store D2 W3 D1 men sitting W3 L Bed room Bed room Bed room Bed room Kitchen Kitchen K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 D1 D1 D1 D1 D2 D2 D2 D2 D3 D3 D4 D4 W1 W1 W1 W1 W2 W2 W3 W3 W3 W3 W5 D7 D7 D7 D7 D4 D4 L Bed room Bed room Bed room Bed room Kitchen Kitchen K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 D1 D1 D1 D1 D2 D2 D2 D2 D3 D3 D4 D4 W1 W1 W1 W1 W2 W2 W3 W3 W3 W3 W5 W3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 W3 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 L K J I H G F E D C B A L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 7d16/M 7d16/M 7d16/M 4mm ALUMINUM COMPOSITE PANEL ISOMETRIC VIEW FOR ALUMINUM CLADDING SYSTEM THRMAL INSULATION AIR SPACE BIRD SCREEN PRFORATED COLSURE SHEET (LIGHT WEIGHT CEMENT) 13mm PLASTER 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK AIR SPACE 200mm CONC. BLOCK WALL CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL WINDOW / FACAD JOINT CONCEALED FIXING SYSTEM WITH U-PROFILE AS HOLDINGTRACK (HORIZANTAL SECION) TINTED DOUBLE PANE FILMGLAZZINGWINDOW THERMAL INSULATION ANCHOR BOLT 200mm CONCRETE WALL 100MM AIR SPACE THERMAL INSULATION CONTINUS SUBFRAME VERTICAL DETAIL SECTION FOR ALUMINUM CLADDING CONNECTION THERMAL INSULATION 200mm CONC. BLOCK WALL AIR SPACE CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL HORIZANTAL CONNECTION FOR ALUMINUM CLADDING PANEL DETAIL 2 50 mm HEAT INSULATION WATER PROFING MEMBRANE R.F COMCRETE RIBBED SLAB SEPRATION LAYER 50 mm EXPANDED POLYSTRENE SCREED DERMAPRIMER GRAVEL (ROOF DETAIL) 75*50*75*3mm ALUM. U-CHANNEL 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK EXPANSION BOLT ALUM. POP-RIVET (VERTICAL CAPPING SECTION) DETAIL 1 ALUM. POP-RIVET NEUTRAL-CURE SEALANT WITH BACKER ROD 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 50 mm HEAT INSULATION 150*200mm CONCRETE BLOCK \W1.78698; 6mm THK ON GREEN \W1.92984; TEMPERED WITH 12mm \W1.92984; AIR SPACE DETAIL 3 (PANELS CONNECTUOIN DETAILS) R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R3 R3 R2 R3 5 5 5 DB1 DB1 DB1 DB1 DB1 DB1 10 Slab on Grade 10 cm thickness 5\U+02788M RFT. Mesh GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB3 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB2 GB2 GB2 GB2 GB2 GB2 GB1 GB1 GB1 GB1 GB2 GB2 GB2 GB2 GB2 GB2 GB2 GB1 GB5 GB4 GB4 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB1 GB1 GB1 GB1 GB6 GB6 GB2 GB2 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M 7d16/M SEC B-B SEC B-B SEC A-A SEC A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEC B-B SEC B-B SEC A-A SEC A-A SEC B-B SEC B-B SEC A-A SEC A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 W4 W4 W4 W4 5 5 5 5 5 5 MEZZANINE FLOOR PLAN SCALE 1:100 METERS SITE PLAN SCALE 1:200 METERS TYPICAL FLOOR PLAN SCALE 1:100 METERS SECTION A-A SCALE 1:100 METERS SECTION B-B SCALE 1:100 METERS EAST ELEVATION SCALE 1:100 METERS NORTH ELEVATION SCALE 1:100 METERS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMN & AXIS SCALE 1:100 METERS FOUNDATION PLAN SCALE 1:100 METERS GROUND FLOOR FRAMING PLAN SCALE 1:100 METERS MEZZANINE FLOOR FRAMING PLAN SCALE 1:100 METERS FIRST FLOOR FRAMING PLAN SCALE 1:100 METERS TYPICAL FLOOR FRAMING PLAN SCALE 1:100 METERS 6d16/m 0.15 0.30 5d10 5d8/m 5d12/m 0.18 SECTION 0.60 DEPTH SCHEDULE OF GROUND BEAMS WIDTH 0.20 ADDITIONAL STRAIGHT @ MID SPAN @ SUPPORT STRAIGHT ADDITIONAL 6d8mm./M' 3d16mm. 2d16mm. 3d16mm. @ MID-SPAN 2d16mm. 3d16mm. @ SUPPORT 2d12mm. " " " " " " " " 5d8mm./M' REINFORCEMENT BOTTOM REINFORCEMENT TOP CLOSED STIRRUPS 2d16mm. 4d16mm. 2d16mm. 4d16mm. " " " " 0.20 0.60 0.60 0.60 0.60 0.20 0.20 0.20 -------------- -------------- 3d16mm. 3d16mm. -------------- -------------- 3d16mm. -------------- 2d12mm. -------------- PLAIN CONCRETE WIDTH 1.70 1.50 2.70 2.10 2.10 SCHEDULE OF FOOTINGS 2.50 4.70 3.5 1.50 LENGTH 1.90 3d14mm. SHORT REINFORCEMENT 12d16mm. 1.80 0.50 2.20 4.40 2.40 3.20 1.80 1.20 1.20 0.50 5d14mm. 15d16mm. 0.50 0.50 REINF. CONCRETE WIDTH DEPTH LENGTH 0.15 1.40 1.60 DEPTH 7d14mm. 0.50 10d16mm. 6d16mm. LONG REINFORCEMENT 6%C14mm. 3d16mm. 8d16mm. 28d16mm. 3d14mm. 3d16mm. 3d14mm. 8d16mm. 16d16mm. 0.15 0.15 0.15 0.15 8d16mm. 2.10 2.40 2.10 0.15 1.80 0.50 3d16mm. 10d16mm. 3d16mm. 5d14mm. 3d14mm. -------------- -------------- SCHEDULES SCALE 1:100 METERS STAIR SECTION DETAIL 1 d12 TOP RFT. WIDTH TOP RFT. 6d8/M STIRR. BOTTOM RFT. SOLID PART BEAM STIRRUPS 2d12 SIDE RFT. CEMENT HORDI BLOCK 20 10 5d8/M 1 d12 BOTTOM RFT. (4150 kg/cm2). GENERAL NOTES SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE VIBRATOR SHOULD BE USE FOR PROPER COMPAC- (AFTER 28 DAYS) IS FC=4000 PSI (280 kg/cm2) FORMS JUNEBE REMOVED AS FOLLOWS: b) Slab span is up to 4.5 m. 7 days c) Beams is up to 6.00 m., 14 days YEILD STRENGTH OF DEFORMED BARS IS FY TION OF CONCRETE. a) Side forms should be 48 hours. Above 6.00 m., 21 days Above 4.5 m., 14 days ACROSS RIBS OF SPECIFIED DIMENSION SHALL BE 10 cm. PLAIN CONCRETE BASE FOR ALL FOOTINGS FOUNDATION IS DESIGNED FOR ( 3 ) STOREY BUIL- SOIL BEARING CAPACITY IS ASSUMED AS (2 kg/ BATHROOMS SLAB THICKNESS SHOULD BE 12cm. WITH REINFORCEMENT 6d10/m IN SHORT DIRECTION cm2) AND IT IS RESPOSIBILITY OF CLIENT TO AND 5d10/m IN LONG DIRECTION UNLESS DING ONLY. SHOULD BE PROVIDED. OTHERWISE MENTIONED. PROVIDED AT MIDDLE SPAN. CHECK ACTUAL VALUE AT SITE. STRUCTURAL DRAWING SHOULD BE READ ALONG IF THE SPAN OF RIBS IS MORE THAN 5.00 METERS USE CEMENT HORDI BLOCK (0.40X0.25X0.20) FOR ONE WAY HORDI SLAB WITH ARCHITECTURAL DRAWING. AT SUPPORTS, THE LARGER AREA OF STEEL BARS BETWEEN TWO ADJACENT BEAMS SHALL BE USED. USE POLYSTYRENE BLOCKS (0.40X0.25X0.40) FOR TWO WAY HORDI SLAB DROP BEAM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2 5 5 5 5 5 5 5 5 5 5 5 5 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 W1 W2 W2 5 5 C2 C3 5 5 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 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 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 CF1 CF2 CF3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R1 R1 R3 R3 R3 R3 R3 R3 R3 R3 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R3 R3 R3 R3 R3 R3 R2 R2 R3 R1 R1 R1 R1 R1 R1 R1 R3 R3 R2 R3 R1 R1 R3 R3 R3 R3 R3 R3 R3 R3 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 store Ref.Point Start point 20.25 24.55 PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 4mm ALUMINUM COMPOSITE PANEL ISOMETRIC VIEW FOR ALUMINUM CLADDING SYSTEM THRMAL INSULATION AIR SPACE BIRD SCREEN PRFORATED COLSURE SHEET (LIGHT WEIGHT CEMENT) 13mm PLASTER 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK AIR SPACE 200mm CONC. BLOCK WALL CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL WINDOW / FACAD JOINT CONCEALED FIXING SYSTEM WITH U-PROFILE AS HOLDINGTRACK (HORIZANTAL SECION) TINTED DOUBLE PANE FILMGLAZZINGWINDOW THERMAL INSULATION ANCHOR BOLT 200mm CONCRETE WALL 100MM AIR SPACE THERMAL INSULATION CONTINUS SUBFRAME VERTICAL DETAIL SECTION FOR ALUMINUM CLADDING CONNECTION THERMAL INSULATION 200mm CONC. BLOCK WALL AIR SPACE CONTINUOUS SUBFRAME 4 MM ALUMINUM PANEL HORIZANTAL CONNECTION FOR ALUMINUM CLADDING PANEL 1 C 6 SCALE ALUMINUM CLADDING DETAILS 1:100 M. PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 2 C 6 SCALE WALL SECTION(EXTERIOR WALL DETAILS) 1:100 M. 100mm COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CARPET 4mm ALUMINUM COMPOSITE PANEL 50mm HEAT INSULATION 150*200mm CONCRETE BLOCK (LIGHT WEIGHT CEMENT) 13mm PLASTER 30mm PROTECTION BOARD 5mm WATER RESISTANT CONCRETE FLOOR R.F CONCRETE RIBBED SLAB 600*600mm SUSPENDED CILING HANGER "T" SPINE DETAIL1 DETAIL2 DETAIL3 UNDERGROUND RETAINING WALL DETAIL4 3 cm THICK ASPHALT RAFT FOUNDATION ALUMNIUM FOIL THERMAL INSULATION WATER PROOF GRAVEL COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CARPET DETAIL 2 50 mm HEAT INSULATION WATER PROFING MEMBRANE R.F COMCRETE RIBBED SLAB SEPRATION LAYER 50 mm EXPANDED POLYSTRENE SCREED DERMAPRIMER GRAVEL (ROOF DETAIL) 75*50*75*3mm ALUM. U-CHANNEL 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 150*200mm CONCRETE BLOCK EXPANSION BOLT ALUM. POP-RIVET (VERTICAL CAPPING SECTION) DETAIL 1 ALUM. POP-RIVET NEUTRAL-CURE SEALANT WITH BACKER ROD 4mm ALUMINUM COMPOSITE PANEL 25*50*25*3mm ALUM. U-CHANNEL 50 mm HEAT INSULATION 150*200mm CONCRETE BLOCK \W9.70777; 6mm \W9.70777; THK ON GREEN \W9.72563; TEMPERED \W9.72563; WITH 12mm \W9.72563; AIR \W9.72563; SPACE DETAIL 3 (PANELS CONNECTUOIN DETAILS) DETAIL 4 (GLAZING DETAILS) PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 100mm COMPACTED SAND SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC 30mm PROTECTION BOARD 5mm WATER RESISTANT CONCRETE FLOOR R.F CONCRETE RIBBED SLAB 600*600mm SUSPENDED CEILING HANGER "T" SPINE UNDERGROUND RETAINING WALL SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC (LIGHT WEIGHT CEMENT) 13mm PLASTER 600*600mm SUSPENDED CEILING HANGER "T" SPINE 600*600mm SUSPENDED CEILING HANGER "T" SPINE GRAVEL BITUMEN LAYER 50 mm EXPANDED POLYSTYRENE WATER PROOFING MEMBRANE SCREED SKIRTING 200mm REINFORCEMENT CONCRETE FLOOR 20mm MORTAR 10mm CERAMIC 600*600mm SUSPENDED CEILING HANGER "T" SPINE 300mm R.F CONCRETE RIBBED SLAB INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM INSULATING CONCRETE FORMWORK(ICF) WALL SYSTEM VERTICAL WALL REINFORCEMENT AS REQUIRED HORIZONTAL WALL REINFORCEMENT AS REQUIRED VERTICAL WALL REINFORCEMENT AS REQUIRED VERTICAL WALL REINFORCEMENT AS REQUIRED HORIZONTAL WALL REINFORCEMENT AS REQUIRED WATER PROOF MEMBRANE 5MM THICKENS BITUMEN IMPREGNATED DENSE FIBER BOARD 25MM THICKENS RAFT FOUNDATION THERMAL INSULATION 3 cm THICK ASPHALT SOIL COMPACTION TO 96% DETAIL 3 (2D.3D I.C.F) \L STANDARD (PLAN/SIDE) \LEND VIEW SIMPLE STACKING STRAIGHT WALL STRONG TIES FAST INSTALLATION EASY FINISHING EXTERIOR STUCCO FINISH PRIMER SCRATCH COAT BASE COAT FIBERGLASS MESH GREENBLOCK ICF THICKNESS FINISHING DETAIL 1 (I.C.F SECTION WALL) LIGHT - FRAME FLOOR HORIZONTAL WALL REINFORCEMENT AS REQUIRED ICF WALL SYSTEM VERTICAL WALL REINFORCEMENT AS REQUIRED WALL HEIGHT , 10 FEET (3M) MAXIMUM FLOOR SLAB SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF A WAFFLE - OR SCREEN - GRID WALL LIGHT- FRAME WALL SYSTEM DEPTH OF UNBALANCED FILL DETAIL 2 (CERAMIC COVER BASE) PLASTER& PAINT / CERAMIC TILES SEALANT CERAMIC COVE BASE CERAMIC TILES CEMENT MORTAR SAND SCREED WATER PROOFING MEMBRANE (BITUMEN OR SIMILAR APPROVED) FILLET 2 C 6 SCALE WALL SECTION(INTERIOR WALL DETAILS) 1:100 M. DETAIL 1 DETAIL 2 DETAIL 3 PROJECT TITLE : OFFICE / APARTMENT BUILDING NORTH E S W STUDENT NAME : MOHAMMED A. ALQATAN 207019100 INSTRUCTORS : DR. HASHIM ALSALIH DR. M Y NUMAN DR. OTMAN ALSHAMRANI DR. ZUHAIR MOHAMMED ENG. MEQDAD HAMDAN ENG. SALAH ALGAMDI UNIVERSITY OF DAMMAM COLLEGE OF ARCHITECTURE AND PLANNING BUILDING ENGINEERING DEPT. 7 S 2 SCALE STRUCTURE DETAILS 1:100 M. OUTSIDE BUILDING 6d16/M' TOP & BOTT BITUMEN IMPREGNATED DENSE FIBER BOARD 25mm THICK. 5d10/M' 6d16/M' TOP & BOTT MONOLITHIC WITH RAFT 200mm WATER STOP. 100mm WALL KICKER CONSTRUCTED WATER PROOF MEMBRANE 6d12/M' EACH SIDE COMPACTED SOIL 1.5mm THICK. R.C. WALL (W1) TYPICAL RFT. 6d14/M' EACH SIDE INSIDE BUILDING TYPICAL RFT. DETAILS OF BASEMENT RAFT FOOTING RAFT FOUNDATION d14mm@200mm d12mm@300mm d10mm@400mm d10mm d14mm@200mm d12mm@300mm d10mm@400mm 2 d 16mm STAIR RFT DETAILS HB2 HB1 HB1 HB1 HB3 R1 10 Slab on Grade 10 cm thickness 5\U+02788M RFT. Mesh 10 Slab on Grade 10 cm thickness 5\U+02788M RFT. Mesh DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB3 DB2 DB3 DB3 DB3 DB2 DB2 DB1 DB1 HB1 HB1 DB3 DB3 DB3 DB3 DB3 DB2 DB2 DB2 DB1 DB1 DB2 HB3 HB2 HB3 HB4 HB1 HB3 HB2 HB3 HB5 HB5 HB6 HB6 HB6 HB7 DB5 DB4 HB3 HB3 HB3 HB3 HB3 HB4 HB4 HB4 HB4 HB4 HB5 HB5 HB5 HB5 HB2 HB6 HB6 HB7 HB7 HB6 HB5 HB5 HB5 HB5 R1 R1 R2 R2 R2 R3 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB3 DB2 DB3 DB3 DB3 DB2 HB1 HB1 DB3 DB3 DB3 DB3 DB3 DB2 DB2 DB2 DB1 DB1 DB2 HB3 HB2 HB3 HB1 HB3 HB2 HB3 HB5 DB5 DB4 HB5 HB2 HB5 HB2 HB1 HB3 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB3 DB2 DB3 DB3 DB3 DB2 DB2 DB1 DB1 HB1 HB1 DB3 DB3 DB3 DB3 DB2 DB2 DB2 DB1 DB1 DB2 HB3 HB2 HB3 HB4 HB1 HB3 HB2 HB3 HB5 HB5 HB6 HB6 HB7 DB5 DB4 HB3 HB3 HB3 HB3 HB3 HB4 HB4 HB4 HB4 HB4 HB5 HB5 HB5 HB5 HB2 HB6 HB7 HB7 HB5 HB5 HB5 HB5 HB1 HB1 HB1 HB1 DB1 DB1 HB6 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB1 DB2 DB1 DB1 DB1 DB1 DB1 DB2 DB4 DB4 DB4 DB4 DB4 DB4 DB4 DB4 DB4 DB4 DB2 DB2 OPEN 5 5 12d18 6d8/M 5 5 12d16 6d8/M 10d16 6d8/M 5 5 FLOORS COLUMN NO. SCHEDULE OF COLUMNS C1 C2 C3 GROUND FLOOR TO TYPICAL FLOOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 GB1 OPEN OPEN OPEN OPEN OPEN COL. WIDTH BITUMEN (TYP.) 2 COATS OF COL. MAIN RFT. TYP. WITH COL. RFT. 2d12 TOP EACH DIR. FOOTING DEPTH POLYETHYLENE 200 MICRON TH. VAPOR BARRIER (TYP.) COL. STIRRUPS 15 cm PLAIN CONCRETE SHORT RFT. LONG RFT. 1d10 ALL AROUND F FOOTING SECTION FOOTING WIDTH FOOTING WIDTH FOOTING PLAN SHORT RFT. LONG RFT. FOOTING LENGTH F.L. -1.65 -1.50 2d12mm. 2d12mm. 2d10mm. 0.30 0.30 0.30 0.10 R3 R2 R1 0.10 0.10 -- 2d16mm. 2d14mm. 2d12mm. -- -- " " " " -- -- -- " " " " 6d8mm./M' @ MID-SPAN STRAIGHT WIDTH DEPTH STRAIGHT @ MID-SPAN @ SUPPORT @ SUPPORT 4d12mm. 2d16mm. DB2 0.20 4d16mm. DB1 4d16mm. HB5 HB4 1.00 0.90 6d18mm. 6d18mm. 0.30 0.40 HB1 HB3 HB2 0.80 0.60 4d16mm. 4d18mm. " " " " " " " " " " " " 5d8mm/M " " 5d8mm/M " " " " SCHEDULE OF BEAMS & RIBS MARK SECTION BOTTOM REINFORCEMENT ADDITIONAL REINFORCEMENT ADDITIONAL TOP STIRRUPS REMARKS 2d16mm. 4d18mm. 0.30 0.30 0.30 0.30 STIRRUPS 4-BRANCHES STIRRUPS 4-BRANCHES STIRRUPS 4-BRANCHES STIRRUPS 4-BRANCHES STIRRUPS 4-BRANCHES 6d8mm/M 6d8mm/M STIRRUPS 2-BRANCHES 4d16mm. 2d14mm. 4d16mm. STIRRUPS 2-BRANCHES STIRRUPS 2-BRANCHES STIRRUPS 2-BRANCHES STIRRUPS 2-BRANCHES STIRRUPS 2-BRANCHES 0.60 DB4 4d18mm. 4d18mm. 7d10mm/M 6d8mm/M STIRRUPS DB5 STIRRUPS 2-BRANCHES 4d12mm. ------- 4d12mm. ------- 6d12mm. ------- 5d18mm. 6d18mm. 8d8mm/M 6d8mm/M DB3 0.60 0.60 0.60 0.45 0.20 0.20 0.20 0.20 2d12mm. ------- ------- ------- 4d16mm. 4d16mm. 2-BRANCHES ------- 6d8mm/M 6d8mm/M 8d10mm/M 6d8mm./M' 4d18mm. 4d18mm. 4d18mm. 4d18mm. 5d18mm. 6d18mm. 4d18mm. 4d18mm. 4d18mm. 4d18mm. STIRRUPS 8d8mm/M 1.10 HB6 10d18mm. 6d18mm. 0.30 6d14mm. 6-BRANCHES STIRRUPS 6d8mm/M ------- 8d8mm/M HB6 10d18mm. 6d18mm. 6d14mm. 6-BRANCHES STIRRUPS 6d8mm/M ------- 1.20 0.30 5d12m 5d12m 6d14m 5d12m 5d12m 5d12m 6d14m 6d14m 6d14m 0.80 1.00 1.40 1.00 0.80 5.00 2.60 0.20 2.20 0.20 2.20 0.20 5.00 SHEAR WALLS DETAIL PRECAST PANELS Double GLAZING WINDOWS D2 D2 D2 D2 D2 D2 store store store store store store 1 6 7 3 2 9 Shop1 Shop2 Shop3 Shop4 Shop5 Shop6 street width 20 m street width 20 m Neighbors Neighbors L K J I H G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 0.16 0.15 20mm THICK MARBLE RISER 30mm THICK MORTAR (MINIMUM) NEOPRENE ANTI-SLIP 30mm THICK MARBLE TREAD 0.30 STEP & RISER DETAIL 5 5 5 5 5 5 5 5 5 ROOF DECK PARAPET +21.85 ROOF DECK LEVEL GROUND FLOOR LEVEL MEZZANINE FLOOR LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL +20.25 +16.96 +13.65 +10.35 +07.05 +03.75 +00.45 Zero level 5 5 5 5 5 5 5 5 5 ROOF DECK PARAPET ROOF DECK LEVEL GROUND FLOOR LEVEL MEZZANINE FLOOR LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL 5 5 +21.85 +20.25 +16.96 +13.65 +10.35 +07.05 +00.45 Zero level +03.75 ANNEX ROOF PARAPET ANNEX ROOF DECK LEVEL +23.55 +24.55 5 5 5 5 5 5 5 5 5 ROOF DECK PARAPET ROOF DECK LEVEL GROUND FLOOR LEVEL MEZZANINE FLOOR LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL 5 5 +21.85 +20.25 +16.96 +13.65 +10.35 +07.05 +00.45 Zero level +03.75 ANNEX ROOF PARAPET ANNEX ROOF DECK LEVEL +23.55 +24.55 CAFE LIBRARY LAUNDRY GYM SHOP 1 SHOP 2 SHOP 3 SHOP 4 SHOP 5 SHOP 6 DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 17 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.80763; STAIR DETAILS 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM SAND BLASTED PRECAST PANEL LINTEL BEAM 20 MM THK. CEMENT PLASTER. 10 MM THK. CEMENT BACKER ROD & SEALANT 24MM THK DOUBLE GLAZED WINDOW, TINTED OUTSIDE, CLEAR INSIDE. LINTEL BEAM ALUMINUM FRAME 10 MM THK. CEMENT 20 MM THK. CEMENT PLASTER. SAND SLAB 300MM THK. \W0.9;50 \fArial|b0|i0|c0|p42;mm EXPANDED POLYSTRENE TIELS 300X300X20MM 20 \fArial|b0|i0|c0|p34;MM MORTA \W0.9;WATER PROFING MEMBRANE H G F E 7 8 9 5 5 5 5 5 5 5 5 5 ROOF DECK PARAPET ROOF DECK LEVEL GROUND FLOOR LEVEL MEZZANINE FLOOR LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL 5 5 +21.85 +20.25 +16.96 +13.65 +10.35 +07.05 +00.45 Zero level +03.75 ANNEX ROOF PARAPET ANNEX ROOF DECK LEVEL +23.55 +24.55 PRECAST PANELS Double GLAZING WINDOWS H G F E 7 8 9 STAIR PLAN (GROUND) SCALE 1:50 METERS 5 5 5 5 5 5 5 5 H G F E 7 8 9 H G F E 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 STAIR PLAN (MEZZANINE & TYPICAL ) SCALE 1:50 METERS DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 5 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.37550; SECTION A-A 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 6 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.40815; SECTION B-B 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 7 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W9.86287; NORTH ELEVATION 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 8 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.13925; EAST ELEVATION 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 9 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.57439; SCHEDULES 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:20 10 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.53788; GENERAL NOTE 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 11 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.13882; COLUMNS & AXIS 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 12 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W9.80746; FOUNDATION PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 13 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.37753; GROUND FLOOR \W8.37753; FRAMING PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 14 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.44703; MEZZANINE FLOOR \W7.44703; FRAMING PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 15 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.82370; FIRST FLOOR \W7.82370; FRAMING PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 16 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W7.50403; TYPICAL FLOOR \W7.50403; FRAMING PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 1 ABDULLAH AL-KHAMIS \W4.74194; Apartment Project \W6.16289; SITE PLAN 2130002332 \W8.69555; FINAL JURY\W8.69555; \W8.69555; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 2 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.43439; GROUND FLOOR PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 3 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W4.14141; MEZZANINE FLOOR \W4.14141; PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 4 ABDULLAH AL-KHAMIS \W7.87912; Apartment Project \W8.70952; TYPICAL FLOOR PLAN 2130002332 \W8.86752; FINAL JURY\W8.86752; \W8.86752; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM DAMMAM UNIVERSITY DEPT. OF BUILD. SCI. & TECH. COLLEGE OF ARCH. & PLAN PROJECT TITLE: STUDENT NAME: DRAWING NAME: INSTRUCTORS: SCALE: 1- DR. MOHAMED NUMAN 2- DR. HASHIM ALSALIH. 3- DR. MOHAMMED FOUAD 4- DR. OTHMAN ALSHAMRANI^J6- DR. MOONIS ZAHEER 5- ENG.WALEED AL-ROSHEIDAN SHEET NO: 1:100 18 ABDULLAH AL-KHAMIS \W9.99249; Apartment Project \W9.99858; EAST ELEVATION 2130002332 \W9.99547; FINAL JURY\W9.99547; \W9.99547; DESIGN STUDIO 5 UNIVERSITY OF DAMMAM \W1;20 MM MORTA 50 mm EXPANDED POLYSTRENE CONCRETE SLAB 300 mm WATER PROFING MEMBRANE \W1;TIELS 300X300X20MM +7.05 +0.45 \W1;TIELS 600X600X20MM DIMENSION CONCRETE SLAB 300 mm \W1;SAND AND MORTAR 50MM THICK SD \W1;EXTERNAL WALL SECTION C \W1;SCALE \fArial|b0|i0|c178|p34;1:50 PRECAST GROOVES SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL SAND BLASTED PRECAST PANEL 50 MM THK RIGID INSULATION D4 D3 D2 D1 50 MM THK RIGID INSULATION WHITE PLASTER WHITE PLASTER WHITE PLASTER 50 MM THK RIGID INSULATION SAND BLASTED PRECAST PANEL 200 MM THK CMU WALL SLAB 300MM THK. Apartment Building \W5.07691; Construction \W5.07691; Details DETAIL NO.3 DETAIL NO.1 DETAIL NO.2 DETAIL NO.4 SCALE 1:5 SCALE 1:5 SCALE 1:5 SCALE 1:5 6d16/m 0.15 0.30 5d10 5d8/m 5d12/m 0.18 STAIR SECTION DETAIL 5 5 5 5 5 5 24.55 24.55 0.45 ZERO ZERO 5 WALL SECTION SCALE 1:50 METERS SCALE 1:20 SCALE 1:20 STAIR DETAILS SCALE 1:100 METERS MARK MARK F1 F2 F3 CF1 CF2 CF3 GB1 GB2 GB3 GB4 GB5

Language	English
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Elevator
Tags	apartamento, apartment, apartments, appartement, aufenthalt, autocad, casa, chalet, commercial, dwelling unit, DWG, full, haus, house, logement, maison, plants, Project, residên, residence, sections, shops, unidade de moradia, villa, wohnung, wohnung einheit

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