Types Of Foundation DWG Detail for AutoCAD

Types Of Foundation DWG Detail for AutoCAD

Construction detail on foundation

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

terence yohannan construction yr, foundation, section aa’ scale, plan scale, plan scale, part elevation scale, key plan, steel canopy, dia. ms hook, dia. ms turn buckle, dia. ms suspention rod, dia. ms turn buckle, thk fiber glass cover, ms bracket crome plated with spider clip, thk pair of fabricated ms cantilever beam, thk aluplex cover, dia. ms axial hinge tube section, thk ms plate for teeth joint, thk ms base gusset plate, thk aluminium cover plate, steel stauntion, thk ms section, plinth, pvc cover, dia. ms tube tie member, thk ms section, dia. ms suspention rod, thk fiber glass cover, dia spider clip screw, thk pair of fabricated ms cantilever beam, dia. ms tube tie member, dia. ms turn buckle, steel truss beam, steel stauntion, pvc cover, dia. ms turn buckle, thk ms plate for teeth joint, dia. ms axial hinge tube section, ms bracket crome plated with spider clip, dia spider clip screw, thk pair of fabricated ms cantilever beam, dia. ms tube tie member, dia. ms suspention rod, thk ms angle, thk aluplex cover, spot light, thk pair of fabricated ms cantilever beam, steel truss beam, dia. ms hook, thk ms section, pvc cover, dia. ms turn buckle, thk fiber glass cover, dia. ms suspention rod, dia. ms turn buckle, rubber soul packing, pvc cover, dia. ms axial hinge tube section, thk ms plate for teeth joint, thk pair of fabricated ms cantilever beam, ms bracket crome plated with spider clip, thk fiber glass cover, steel truss beam, thk pvc gutter, thk ms plate for teeth joint, dia. ms axial hinge tube section, thk aluminium cover plate, thk pair of fabricated ms cantilever beam, ms bracket crome plated with spider clip, dia spider clip screw, thk fiber glass cover, b. v. c. o. chandan pabbawar construction yr, steel canopy, strip foundation., trapezoidal foundation., cantilever foundation., strap foundation., brick foundation., the function of any foundation is to transmit the load of the structure to the subsoil.where structure has only light loadings such as domestic dwelling house it is sufficient to use mass concrete strip foundation or simple raft. where buildings are either heavy or transmit the loadings at the series of points such as in framed building it is uneconomical to use mass concrete. the plan size of foundation is constant feature being derived from capacity of subsoil. but the thickness of mass concrete foundation for heavy load would result in foundation which is costly and adds unnecessary load to the subsoil. reinforced concrete foundation are generally cheaper and easier to construct than equivalent mass concrete foundation but will generally require the services of structure engineer to formulate an economical design. the engineer must define the areas in which tension occuers and specify the reinforcement since concrete is material which is week in tension. deeper study of reinforced concrete principles can be found., the foundation of building bears the complete load and transmit loads to the ground. the foundation along with piers and columns forms the structural members of buildng. in the concrete base of piers and columns is descri

Raw text data extracted from CAD file:

D . Y . P . C . A . TERENCE YOHANNAN CONSTRUCTION 4TH YR FOUNDATION \A1;8.00 \A1;5.09 \A1;1.00 \A1;1.00 \A1;0.20 \A1;3.18 \A1;4.90 \A1;2.82 \A1;0.69 \A1;0.69 \A1;0.69 \A1;0.69 \A1;0.69 \A1;0.69 \A1;0.69 \A1;3.48 \A1;0.36 \A1;0.60 D A E C B A E B C D SECTION AA' SCALE 1:50 PLAN (WITH GLASS) SCALE 1:50 A A' PLAN (WITHOUT GLASS) SCALE 1:50 F G G F PART ELEVATION SCALE 1:50 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 323.2463586925938 KEY PLAN STEEL CANOPY 10mm DIA. MS U-SHAPED HOOK 10mm DIA. MS TURN BUCKLE 10mm DIA. MS SUSPENTION ROD 10mm DIA. MS TURN BUCKLE 10mm THK FIBER GLASS COVER MS BRACKET CROME PLATED WITH SPIDER CLIP 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM 2.5mm THK ALUPLEX COVER 150mm DIA. MS AXIAL HINGE TUBE SECTION 10mm THK MS PLATE FOR TEETH JOINT 10mm THK MS BASE GUSSET PLATE 2mm THK ALUMINIUM COVER PLATE STEEL STAUNTION 10mm THK MS SECTION PLINTH 323.2463586925938 GL PVC COVER 120mm DIA. MS TUBE TIE MEMBER 10mm THK MS SECTION 10mm DIA. MS SUSPENTION ROD 10mm THK FIBER GLASS COVER 10mm DIA SPIDER CLIP SCREW 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM 120mm DIA. MS TUBE TIE MEMBER 10mm DIA. MS TURN BUCKLE STEEL TRUSS BEAM STEEL STAUNTION PVC COVER 10mm DIA. MS TURN BUCKLE 10mm THK MS PLATE FOR TEETH JOINT 150mm DIA. MS AXIAL HINGE TUBE SECTION MS BRACKET CROME PLATED WITH SPIDER CLIP 10mm DIA SPIDER CLIP SCREW 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM 120mm DIA. MS TUBE TIE MEMBER 10mm DIA. MS SUSPENTION ROD 4x4mm THK MS ANGLE 4x4mm THK MS ANGLE 2.5mm THK ALUPLEX COVER SPOT LIGHT 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM STEEL TRUSS BEAM 10mm DIA. MS U-SHAPED HOOK 10mm THK MS SECTION 10mm THK MS SECTION 10mm THK MS SECTION PVC COVER 10mm DIA. MS TURN BUCKLE 10mm THK FIBER GLASS COVER 10mm DIA. MS SUSPENTION ROD 10mm DIA. MS TURN BUCKLE RUBBER SOUL PACKING PVC COVER 150mm DIA. MS AXIAL HINGE TUBE SECTION 10mm THK MS PLATE FOR TEETH JOINT 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM MS BRACKET CROME PLATED WITH SPIDER CLIP 10mm THK FIBER GLASS COVER STEEL TRUSS BEAM 3mm THK PVC GUTTER 10mm THK MS PLATE FOR TEETH JOINT 150mm DIA. MS AXIAL HINGE TUBE SECTION 2mm THK ALUMINIUM COVER PLATE 10mm THK PAIR OF FABRICATED MS CANTILEVER BEAM MS BRACKET CROME PLATED WITH SPIDER CLIP 10mm DIA SPIDER CLIP SCREW 10mm THK FIBER GLASS COVER B. V. C. O. A CHANDAN PABBAWAR CONSTRUCTION 4TH YR STEEL CANOPY STRIP FOUNDATION. TRAPEZOIDAL FOUNDATION. CANTILEVER FOUNDATION. STRAP FOUNDATION. STRAP FOUNDATION. BRICK FOUNDATION. THE FUNCTION OF ANY FOUNDATION IS TO TRANSMIT THE LOAD OF THE STRUCTURE TO THE SUBSOIL.WHERE A STRUCTURE HAS ONLY LIGHT LOADINGS SUCH AS A DOMESTIC DWELLING HOUSE IT IS SUFFICIENT TO USE A MASS CONCRETE STRIP FOUNDATION OR A SIMPLE RAFT. WHERE BUILDINGS ARE EITHER HEAVY OR TRANSMIT THE LOADINGS AT THE SERIES OF POINTS SUCH AS IN A FRAMED BUILDING IT IS UNECONOMICAL TO USE MASS CONCRETE. THE PLAN SIZE OF A FOUNDATION IS A CONSTANT FEATURE BEING DERIVED FROM = LOAD/BEARING CAPACITY OF SUBSOIL. BUT THE THICKNESS OF A MASS CONCRETE FOUNDATION FOR A HEAVY LOAD WOULD RESULT IN A FOUNDATION WHICH IS COSTLY AND ADDS UNNECESSARY LOAD TO THE SUBSOIL. REINFORCED CONCRETE FOUNDATION ARE GENERALLY CHEAPER AND EASIER TO CONSTRUCT THAN EQUIVALENT MASS CONCRETE FOUNDATION BUT WILL GENERALLY REQUIRE THE SERVICES OF A STRUCTURE ENGINEER TO FORMULATE AN ECONOMICAL DESIGN. THE ENGINEER MUST DEFINE THE AREAS IN WHICH TENSION OCCUERS AND SPECIFY THE REINFORCEMENT REQUIRE, SINCE CONCRETE IS A MATERIAL WHICH IS WEEK IN TENSION. A DEEPER STUDY OF REINFORCED CONCRETE PRINCIPLES CAN BE FOUND. THE FOUNDATION OF BUILDING BEARS THE COMPLETE LOAD AND TRANSMIT LOADS TO THE GROUND. THE FOUNDATION ALONG WITH WALLS, PIERS AND COLUMNS FORMS THE STRUCTURAL MEMBERS OF A BUILDNG. IN PRACTICE, THE CONCRETE BASE OF WALLS, PIERS AND COLUMNS IS DESCRIBED AS THE FOUNDATION AND THAT PART OF A WALL, PIER OR COLUMN BELOW GROUND AND BELOW THE HORIZONTAL D.P.C AS THE FOUNDATION WALL, PIER OR COLUMN. THE PRINCIPAL FOUNDATION TYPES ARE STRIP, PAD, RAFT AND PLINTH FOUNDATION. THE FUNCTIONAL REQUIREMENTS OF FOUNDATION AND OVERSITE CONCRETE ARE:- -STRENGTH AND STABILITY -RESISTANCE TO GROUND MOISTURE -RESISTANCE FOR THE PASSAGE OF HEAT. \LSTRIP FOUNDATIONS- THEY CONSIST OF A CONTINUOUS STRIP, USUALLY OF CONCRETE FORMED CENTRALLY UNDER LOAD BEARING WALLS. THE CONTINUOUS STRIP SERVES ASS A LEVEL BASE ON WHICH THE WALL IS BUILT AND IS OF SUCH A WIDTH AS IS NECESSARY TO SPREAD THE LOAD ON THE FOUNDATIONS TO AN AREA OF SUBSOIL CAPABLE OF SUPPORTING THE LOAD WITHOUT UNDUE COMPACTION. THE WIDTH OF A CONCRETE STRIP FOUNDATION DEPENDS ON THE BEARING CAPACITY OF THE SUBSOIL AND THE LOAD ON THE FOUNDATIONS. THE GREATER THE BEARING CAPACITY OF THE SUBSOIL THE LESS THE WIDTH OF THE FOUNDATION FOR THE SAME LOAD. \LPAD FOUNDATIONS- WHERE THE SUBSOIL HAS POOR BEARING CAPACITY FOR SOME DEPTH BELOW THE SURFACE, AS FOR EXAMPLE WHERE THE GROUND HAS BEEN MADE UP, IT IS OFTEN ECONOMICAL TO USE A FOUNDATION OF PIERS ON PAD FOUNDATION. \LRAFT FOUNDATIONS- IN MADE-UP GROUND, SOFT CLAY OR MARSHY SITE HAVING CONCENTRATED STRUCTURAL LOADS ARE GENERALLY SUPPORTED BY PROVIDING RAFT FOUNDATION. IT CONSISTS OF A RAFT OF REINFORCED CONCRETE UNDER THE WHOLE OF THE BUILDING TO THE SUBSOIL BELOW THE RAFT. IT CAN BE FURTHER CLASSIFIED AS UPSTAND, DOWNSTAND AND CELLULAR. CELLULAR RAFT FOUNDATION CAN TAKE HUGE SPANS AND CAN BE USED FOR RECONSTRUCTION OF BUILDING. \LPILE FOUNDATIONS- WHERE THE SUBSOIL HAS POOR OR UNCERTAIN BEARING CAPACITY OR WHERE THERE IS LIKELY TO BE APPRECIABLE GROUND MOVEMENT AS WITH FIRM, SHRINKABLE CLAY OR WHERE THE FOUNDATION SHOULD BE DEEPER. A' A B B' SECTION AA' PAD FOUNDATION SECTION BB' ECCENTRIC PAD FOUNDATION PAD FOUNDATION ECCENTRIC PAD FOUNDATION COMBAIN FOOTING SECTION OF RIB FOOTING SECTION OF STRIP FOOTING STRIP FOUNDATION COFFERED RAFT FOUNDATION RAFT FOUNDATION UP STAND RAFT FOUNDATION DOWN STAND RAFT FOUNDATION STRAP FOUNDATION FLOATING FOUNDATION BAR/ CELLULAR RAFT FOUNDATION RIENFORCED CONCRETE STRIP FOUNDATION CONCRETE STRIP FOOTING BRICK FOUNDATION. STRIP FOUNDATION PAD FOUNDATION STRAP FOUNDATION RAFT FOUNDATION RIB FOUNDTION BAR FOUNDATION GRILLAGE FOUNDATION FLOATING FOUNTATION COMBINED FOUNDATION TYPES OF FOUNDATION SHALLOW FOUNDATION DEEP FOUNDATION PILE FOUNDATION FOUNDATION OF A STRUCTURE IS THAT PART OF THE STRUCTURE WHICH TRANSFERS THE LOAD TO THE SOIL ON WHICH IT RESTS. IT FORMS A VERY IMPORTANT PART OF A STRUCTURE. THE GROUND SURFACE IN CONTACT WITH THE LOWER SURFACE OF FOUNDATION IS CALLED BASE OF FOUNDATION. THE GROUND ON WHICH THE FOUNDATION REST IS CALLED SUBGRADE OR FOUNDATION SOIL.THE FOUNDATION SHOULD BE DESIGNED TO SAFELY TRANSMIT LOAD OF THE STRUCTURE ON TO A SUFFICIENT AREA OF THE SOIL SO THAT THE STRESSES INDUCED IN THE SOIL ARE WITHIN SAFE LIMIT. IF THE SOIL IS OVERSTRESSED, IT MAY LEAD TO SHEAR FAILURE RESULTING IN SLIDING OF THE SOIL ALONG THE PLANE OF RUPTURE AND THUS RESULT IN COLLAPSE OF THE STRUCTURE.IT IS IMPORTANT TO BRING ABOUT UNIFORM SETTLEMENT IN WHICH SHOULD BE WITHIN TOLARENCE LIMIT OF THE SUPERSTRUCTURE. B. V. C. O. A. CHANDAN PABBAWAR CONSTRUCTION 4TH YR FOUNDATION BEAM $ SLAB RAFT WITH UP STAND BEAMS BEAM $ SLAB RAFT WITH DOWN STAND BEAMS SECTION CC' REINFORCED CONCRETE BEAMS R.C.C. COLUMN REINFORCED CONCRETE BEAMS P.C.C. BEAM P.C.C. SLAB BED P.C.C. SLAB BED P.C.C. SLAB BED BRICK WALL CONSTRUCTION BRICK WALL CONSTRUCTION P.C.C. SLAB BED R.C.C. COLUMN BRICK WALL CONSTRUCTION P.C.C. SLAB BED R.C.C. COLUMN REINFORCMENT REINFORCMENT CONSTRUCTION JOINT

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, construction, DETAIL, DWG, FOUNDATION, foundations, fundament, types