PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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1 Roof Parapet (Detail 911) Tie Beams (Detail 8) Tie Beams (Detail 8) FGL Raft foundation (Detail 6) 4 H=0 min Column (Detail 7) PLAIN CONCRETE,6 ELEVATION VIEW 1/0 FGL Floor Tank (Detail 9) Beam Under Floor Tank (Detail 9) Tie Beams (Detail 8) Column (Detail 7) REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 CHEMINE HORIZONTALE SECTION T W 1/11 00

2 GALVANIZED STEEL LID EVACUATION OF RAIN Ø4'' AERATION (DETAIL ) CHEMINE (DETAIL 34) 12 Ø4" 40 ETANCHETE Kristoflex or Equivalent 0.% 0, LEVELS X IN PIPES GAL VANISE 3/4 " 1,9 1, VERTICALE SECTION (DETAIL 1) 1/0 AERATION 0.% 0.% R=48 13 Ø4" Parping xx40 REV BY APP DESCRIPTION CONTRACTOR : P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 VERTICALE SECTION T W 2/11 00

3 Ø Ø1 0 R=38 R=48 HORIZONTALE SETION (DETAIL 2) 1/ Ø0 Ø1 e= CHEMINE HORIZONTALE SECTION (DETAIL 3) 1/2 REV BY APP DESCRIPTION CONTRACTOR : P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 CHEMINE HORIZONTALE SECTION 3/11 T W 00

4 MERANE HOLLOW BLOCK PROOFING PLASTER PAINTING BLOCK (DETAIL ) 1/2 SCREED ISOLATION 0 Ø16/m Ø16/m CHEMINE VERTICALE SECTION (DETAIL 4) 1/2 REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 CHEMINE VERTICALE SECTION T W 4/11 00

5 38 38 Ø16/m B 4, Str. Ø8 e=cm Top layer Ø16 in two way Botton layer Ø16 in two way A RAFT FOUNDATION (DETAIL 6) 1/0 38 Str. Ø8 e=cm A B 8, 7 Ø16/m REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 64 Section A A 1/2 Ø16/m Section B B 1/2 Ø16/m RAFT FOUNDATION T W /11 00

6 Ø Ø8 e= 4br. Ø6mm e=cm 40 SECTION DD 3T L= 00 2T14 L= 00 2T14 L= 00 3T L= 00 COLOUMN SECTION (DETAIL 7) 334 Ø8 e=cm 38 0,8 Ø0 Ø (DETAIL 8) D D ENTRETOISE REV BY APP DESCRIPTION CONTRACTOR : P.O.Box: Beirut, Lebanon Tel: PILES SECTION 1/0 T W 6/11 00

7 Ø6e= Ø6e= e= T16L=0 2 2 L=0 6br. Ø8mm e= L=0 12 e= L=400/00 e= e= e= L=17 40 Ø6e= e= 6T16L=40/00/0 6T16L= e= e= T14L=400 6TL=40/00/0 TANK VERTICAL SECTION T14L=0/400 (DETAIL 9) 1/0 Ø0 e= L=17 Water Stop L=cm 40 e= L=400/00 REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 TANK VERTICAL SECTION T W 7/11 00

8 L=0 e= L=400 L=0 L=17 L=00 e= REINFORECMENT IN ROOF TANK (DETAIL 11) 1/0 e= e= L=0 6T16 & 6T L=40/00/0 6T16 L=22 Ø T16L=0 T14 L= T14 L=0 REINFORCEMENT IN FLOOR TANK (DETAIL ) 1/0 0 T14L=400 REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 ROOF & FLOOR REINFORCEMENT T W 8/11 00

9 20 2 LAYOUT scale 1/2 CONTROL ROOM TECHNICAL ROOM SECTION scale 1/2 124 REV BY APP DESCRIPTION CONTRACTOR : P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 SHAFT and CONTROL ROOM T W 9/11 00

10 A GENERAL NOTES: C FORMWORK G REINFORCED CONCRETE (CONT'D) 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION AND THE CONSULTANT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SHOWN ON PLANS, SECTIONS AND DETAILS. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. UNLESS OTHERWISE SHOWN, ALL DIMENSIONS ARE IN CENTIMETERS AND ALL LEVELS ARE IN METERS.. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING,SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. SUPERVISION TO THE SITE BY THE ENGINEER SHALL INCLUDE INSPECTION OF THE ABOVE ITEMS. 6. OPENINGS,POCKETS ETC.SHALL NOT BE PLACED IN SLABS, DECKS, BEAMS, JOISTS, COLUMNS, WALLS, ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 7. THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS,CISTERNS,FOUNDATIONS,ETC. IF ANY SUCH STRUCTURES ARE FOUND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 8. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL CONCRETE FORMWORK AND REINFORCEMENT BEFORE POURING ANY CONCRETE SHOWING RESERVATION FOR ALL ELECTRICAL AND MECHANICAL INSTALLATIONS. 9. IN CASE OF DISCREPANCIES IN DETAILS OR MISSING DETAILS THE ENGINEER MUST BE APPROACHED FOR DECISION PRIOR TO TAKING UP RELATED WORKS. ENGINEER'S DECISION IN SUCH MATTERS SHALL BE FINAL WITHOUT ANY EXTRA CLAIM.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE OF THE PROPOSED WORK IN ORDER TO SATISFY HIMSELF AS TO THE EXISTING CONDITIONS RELATIVE TO THE CONTRACT. 11. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. SHOULD ANY UNDERGROUND UTILITIES BE FOUND DIFFERENT THAN LOCATED THEY SHOULD BE PROTECTED IN PLACE AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SETTING OUT OF WORKS, FOR CORRECTNESS OF POSITION, LEVELS AND ALIGNME OF ALL PARTS OF THE WORKS. FOR QUALITY AND FINAL FINISHES, IF AT ANY TIME DURING THE PROGRESS OF WORKS ANY ERROR IS DETECTED AT ANY PART THE CONTRACTOR SHALL RECTIFY THE SAME AT HIS OWN EXPENSE. THE CHECKING/APPROVAL BY THE ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY FOR THE CORRECTNESS OF THE ABOVE. 13. ANY TEST REQUIRED BY THE ENGINEER ON MATERIALS, SOIL, STRATA, WORKMANSHIP OR ON COMPLETE WORKS SHALL BE CARRIED OUT BY THE CONTRACTOR AND INSTRUCTED BY THE ENGINEER AT THE CONTRACTORS COST. ALL EQUIPMENT REQUIRED FOR SUCH TEST SHALL BE SUPPLIED BY THE CONTRACTOR ON DEMAND BY THE ENGINEER, FREE OF COST. 14. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL CONTRACT DRAWINGS AND SPECIFICATIONS.. DETAILED METHOD STATEMENT OF CONSTRUCTION SHALL BE SUBMITTED FOR THE ENGINEER'S APPROVAL PRIOR TO COMMENCEMENT OF WORK. B FOUNDATION: 1. BOTTOM OF FOUNDATIONS SHALL BE AT THE LEVELS SHOWN ON THE DRAWINGS BENEATH THE FOUNDATIONS SHALL HAVE A MODULUS OF SUBGRADE REACTION A SOIL BEARING CAPACITY UP TO 3Kg/cm2. THE FOUNDATIONS SHOULD BE CONSTRUCTED ON NATURAL GROUND LAYERS AND NOT ON EXCAVATED MATERIALS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL MINIMUM SOIL BEARING CAPACITY, AND TO REPORT THE FINDINGS TO THE STRUCTURAL ENGINEER. 3. CONTRACTOR SHALL PROTECT ALL UTILITY LINES ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. SEE INFRASTRUCTURE DRAWINGS. 4. PROVIDE DOWELS FROM FOUNDATION TO WALLS AND COLUMNS. USE SAME DIAMETER AND SPACING AS THEIR MAIN REINFORCING U.N.O. IN RAFTS AND STRAP FOOTINGS TOP REINFORCEMENT SHOULD BE SPLICED AT COLUMNS/WALLS AND BOTTOM REINFORCEMENT BETWEEN COLUMNS/WALLS. 1. FORMS SHALL RESULT IN A FINAL STRUCTURE THAT CONFORMS TO FINAL GRADES, LINES AND DIMENSIONS OF THE MEERS AS REQUIRED BY THE DESIGN DRAWINGS AND SPECIFICATIONS. 2. FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKE OF MORTAR. 3. FORMS SHALL BE PROPERLY BRACED OR TIED TOGETHER TO MAINTAIN POSITION AND SHAPE. 4. FORMS AND THEIR SUPPORTS SHALL BE IN A WAY THAT DOES NOT DAME PREVIOUSLY PLACED STRUCTURE.. STRIPPING FORMS AND SHORES SHALL BE MINIMUM AS FOLLOWS: FOUNDATIONS 1 day COLUMNS AND WALLS 1 day BEAMS & GIRDERS 21 days STRUCTURAL SLABS 14 days D REINFORCING STEEL 1. ALL REINFORCEMENT EXCEPT TIES AND STIRRUPS TO BE OF HIGH TENSILE STEEL HAVING A MINIMUM YIELD STRESS Fy = 00 MPa 2. IN GENERAL ALL TIES & STIRRUPS TO BE OF MILD STEEL HAVING A MINIMUM YIELD STRESS FY=240 MPa, UNLESS OTHERWISE NOTED. LAP SPLICE OF MAIN REINFORCEMENT SHOULD BE 0 BAR DIA. 3. ALL BARS SHALL BE BENT COLD UNLESS PERMITTED BY THE STRUCTURAL ENGINEER F CONCRETE MIXES AND PLACING 1. TWO TYPES OF CONCRETE ARE SPECIFIED : CONCRETE FOR BLINDING AND CYCLOPEAN CONCRETE : 20 KG CEMENT PER CUBIC METER OF CONCRETE (FOR CYCLOPEAN 40% STONES (00mm CAN BE INCORPORATED). CONCRETE FOR STRUCTURAL ELEME : FOUNDATIONS, COLUMNS, WALLS, SLABS: MINIMUM 400 KG OF CEMENT PER CUBIC METER OF CONCRETE. MAX W/C= MATERIAL QUALITY : a. CEMENT TYPE II (CPA4+SIKACRETE) SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH IF EXISTS. ALL OTHERS SHALL BE TYPE I (CPA4) CEMENT b. CONCRETE MINIMUM ULTIMATE CYLINDER COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE: f'c =3 MPa a FOUNDATIONS b COLUMNS AND R.C. WALLS f'c =3 MPa a FLOOR AND ROOF SLABS b BEAMS AND GIRDERS f'c =2 MPa a SLAB ON GRADE f'c = MPa a BLINDING CONCRETE 3. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 4. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, REHANDLING OR FLOWING. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS, UNLESS AUTHORIZED IN WRITING BY THE DESIGNERS. G REINFORCED CONCRETE: 1. IN SLABS SPLICES OF REINFORCEMENT SHALL NOT BE MADE AT POI OF MAXIMUM STRESS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.SPLICES WHERE PERMITTED SHALL BE SUFFICIENT TO TRANSFER THE STRESS BETWEEN BARS BY BOND AND SHEAR. 2. ALL REINFORCING BARS ANCHOR BOLTS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 3. PLACE SLEEVE PLUING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE CONCRETING AND BEND REINFORCING AROUND SLEEVES. CORING NOT PERMITTED IN FLOOR OR ROOF SLABS COLUMNS AND WALLS UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. 4. CONDUIT OR PIPE SIZE (O.D) SHALL NOT EXCEED % OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.. IN GENERAL SLABS CONSTRUCTED ON GRADE SHOULD HAVE POLYTHENE SHEETS UNDERNEATH. 6. PROPER CURING SHOULD BE CARRIED OUT FOR ALL CONCRETE ELEME AND REPRESENTATIVE SAMPLES SHOULD BE KEPT ON SITE FOR CONCRETE STRENGTH TESTING. 7. CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS,UNLESS OTHERWISE SHOWN ON THE DRAWINGS. a. FOR SLABS, FLAT BEAMS NOT EXPOSED TO EARTH OR WEATHER :mm b. FOR DROP BEAMS, WALLS & COLUMNS :40mm c. FOR FOOTINGS :0mm. d. FOR ALL SURFACES IN CONTACT WITH OR VAPOR :0mm. 8. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCING, UNLESS OTHERWISE SHOWN ON DRAWINGS. 9. ALL CONSTRUCTION JOI SHALL BE WIRE BRUSHED AND CLEANED IMMEDIATELY PRIOR TO POURING NEW CONCRETE.. ALL UNDERGROUND STRUCTURES IN CONTACT WITH SOIL TO RECEIVE TWO COATS OF BITUMINOUS PAINT U.N.O. 11. THE SEQUENCE OF POURING CONCRETE SHALL BE SUCH AS TO MINIMIZE SHRINKE. 12. ALL REINFORCEMENT SHALL BE CONTINUED ACROSS CONSTRUCTION JOI UNLESS OTHERWISE NOTED. 13. THE SURFACE OF THE CONCRETE AT ALL JOI SHALL BE ROUGHENED MINIMUM 6mm, THOROUGHLY CLEANED AND ALL LAITANCE REMOVED PRIOR TO PLACING ADJOINING CONCRETE. 14. MAXIMUM GREGATE SIZE TO BE 2.cm.. ALL GREGATE IN ACCORDANCE SHALL BE FREE OF SHALE, CHERT, COAL AND IRON OXIDE. REV BY APP DESCRIPTION CONTRACTOR : P.O.Box: Beirut, Lebanon Tel: CAPACITY 0m3 GENERAL NOTES T /11 00

11 culvert PROPOSED MANHOLE OUTLET PIPES INLET PIPES ASPHALT ASPHALT Finish Finish Ground Ground Level Level BASECOARSE BASECOARSE 2 SELECTED SELECTED BACKFILL VAR h BACKFILL VAR h cm cm 1 CM CM cm cm min cm min cm Type ''A" Pipe Bedding Details D D PLAN NOT TO Ø CLEAR OPENENING HEAVY DUTY LOCKABLE D.I. COVER AND FRAME FINISHED GROUND LEVEL ONE OR MORE COURSES OF BRICK TO SUIT LOCAL CONCRETE CONDITIONS AND LEVELS SUPPORTED OR CONCRETE RINGS AIR STEP VALVE IRON (if required) ISOLATED TEE VALVE SECTION (if required) CONCRETE SUPPORT SECTION REV BY APP DESCRIPTION P.O.Box: Beirut, Lebanon Tel: BABLIEH OUTLET INLET NETWORK INLET AND OUTLET PIPES PLAN AND ELEVATIONS T 11\11 00