Structural Concrete Details DWG Detail for AutoCAD

Structural Concrete Details DWG Detail for AutoCAD

Construction notes; Reinforcing bar arrangements; Masonry concrete blocks; Connection details

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

sizes of aggregates to be used, recommended sizes stirrups, typical exterior windows, reinforcing steel bars, tolerance in placing reinforcements, dimensions, construction notes, reference to other drawings, discrepancies, pouring schedule, form works, design criteria, concrete, seismic analysis, soil bearing capacity, steel bars, concrete protection for reinforcing bars, recommended sizes hook, masonry concrete blocks, reinforcing bar arrangement, typical corner slab detail, typical slab opening detail, typical detail for sleeves, thru concrete beam, typical slab detail, typical column detail, or slab change soffit, typical detail for beam, typical detail of beams and girder, construction joint detail, typical slab and beam, slab, beam, note:, omit trimmer bars where opening is framed by beam., provide these additional bars for all openings plus bars parallel to the side of opening, equal to the number of terminated bars opening., see architectural mechanical plans for slab opening location., main reinforcements, to be continous, long o.c., bar dia., depression, slab, beam, bar dia., slab, beam, o.c., joint ties, of floor, o.c., confiment ties, locate within, in vertical, column, middle third of, stagger splice, bar diameter, bar not, min. distance of, shall be splice, than of the, any one level, o.c., confiment ties, footing beam, tie beam, o.c., joint ties, bar dia., bar dia., provide shear rods, joint is at point of, engineer’s approval, long top, edge, bend down, bars, column height, ties as per schedule, bend main reinforcement, long top, each side of, extra, for utility, splice, splice, midspan, db from, face of support, bar diameter, depth of beam, span, cont., top cont., support, details are applicable when not otherwise shown, when beam crosses rest beam bars on top of girder reinforcing bars shall be, no splices shall be permitted on beams points where critical bending stresses occur, splices shall develop in tension least of the specified yeild strength of the not more than, clear, slab at each corner, long at, bars, top, extend, two way, support, up to, bar dia., bar dia., wall at each corner, long at, face, all concrete blocks shall be normal weight load bearing type with fc’ psi., provide dia. vertical bars end of wall in each side of opening., lintel beams shall atleast be on each side of masonry wall opening., wall reinforcement shall be as foloows., wall thickness, vertical reinforcement, horizontal reinforcement, exterior, reinforcing bars shall be lapped minimum of fd where spliced dowels from concrete footing., bars in wall., all cells shall be solidly filled with concrete grouts., other alternatives shall be submitted for the structural engineers approval., minimum sizes of aggregates to be used for various purposes of concrete const., minimum, dimensions, of sections, reinforced, walls. beams, and column, unreinforced, walls, heavily, reinforced, slab, lightly reinforced, or un reinforced, slabs, or more, dimensions, for to, bar size, hook, bar size, hook, approx, dimensions, note, when supporting bars are used stirrups hooks, may be bent to the diameter of the support bars, see architectural drawings for kinds of floor depressions in floor openi

Raw text data extracted from CAD file:

SIZES OF AGGREGATES TO BE USED RECOMMENDED SIZES 135° STIRRUPS TYPICAL EXTERIOR WINDOWS & REINFORCING STEEL BARS TOLERANCE IN PLACING REINFORCEMENTS DIMENSIONS CONSTRUCTION NOTES : REFERENCE TO OTHER DRAWINGS DISCREPANCIES POURING SCHEDULE FORM WORKS DESIGN CRITERIA CONCRETE SEISMIC ANALYSIS SOIL BEARING CAPACITY STEEL BARS CONCRETE PROTECTION FOR REINFORCING BARS RECOMMENDED SIZES 90° HOOK MASONRY CONCRETE BLOCKS REINFORCING BAR ARRANGEMENT TYPICAL CORNER SLAB DETAIL TYPICAL SLAB OPENING DETAIL TYPICAL DETAIL FOR SLEEVES THRU CONCRETE BEAM TYPICAL SLAB DETAIL TYPICAL COLUMN DETAIL OR SLAB CHANGE SOFFIT TYPICAL DETAIL FOR BEAM TYPICAL DETAIL OF BEAMS AND GIRDER CONSTRUCTION JOINT DETAIL TYPICAL SLAB AND BEAM SLAB BEAM NOTE: 1. OMIT TRIMMER BARS WHERE OPENING IS FRAMED BY BEAM. 2. PROVIDE THESE ADDITIONAL BARS FOR ALL OPENINGS PLUS BARS (NOT SHOWN) PARALLEL TO THE SIDE OF OPENING EQUAL TO THE NUMBER OF TERMINATED BARS @ OPENING. 3. SEE ARCHITECTURAL & MECHANICAL PLANS FOR SLAB OPENING LOCATION. \A1;1000 \A1;25 \A1;t \A1;t/3 \A1;t/3 \A1;t/3 MAIN REINFORCEMENTS TO BE CONTINOUS d 10 X 1000 LONG @ 300 O.C. \A1;(MIN.) \A1;(MIN.) \A1;30 BAR DIA. \A1;30 BAR DIA. \A1;VERIFY DEPRESSION \A1;t=FOR SLAB \A1;D=FOR BEAM \A1;(MIN.) \A1;30 BAR DIA. \A1;2t=FOR SLAB \A1;D=FOR BEAM \A1;SPACED @ 100MM. O.C. \A1;12MM. d JOINT TIES \A1;BEAMS. \A1;ROOF OF FLOOR \A1;SPACED @ 100MM. O.C. \A1;12MM. d CONFIMENT TIES \A1;BARS LOCATE WITHIN \A1;SPLICE IN VERTICAL \A1;CLEAR COLUMN HEIGHT, \A1;THE MIDDLE THIRD OF \A1;AND STAGGER SPLICE \A1;LAP 40 BAR DIAMETER \A1;40 BAR DIAMETER, NOT \A1;A MIN. DISTANCE OF \A1;BARS SHALL BE SPLICE \A1;MORE THAN 33% OF THE \A1;IN ANY ONE LEVEL \A1;SPACED @ 100MM. O.C. \A1;12MM. d CONFIMENT TIES \A1;OR FOOTING BEAM \A1;FLOOR BEAM, TIE BEAM \A1;SPACED @ 100MM. O.C. \A1;12MM. d JOINT TIES \A1;0.40 \A1;(MIN.) \A1;30 BAR DIA. \A1;(MIN.) \A1;30 BAR DIA. \A1;D \A1;D/3 D/3 \A1;D/3 \A1;STRESS, PROVIDE SHEAR RODS \A1;WHERE JOINT IS AT POINT OF \A1;WITH ENGINEER'S APPROVAL \A1;NOT \A1;SCALE \A1;TO \A1;600 \A1;600 \A1;600 \A1;1800 LONG TOP \A1;4-12MM d @ \A1;INTO EDGE BEAM, \A1;BARS BEND DOWN \A1;MIN. OF 1200 (4'-0'') \A1;EXTENDED BARS \A1;BOT. BARS \A1;4-12 d \A1;CLEAR COLUMN HEIGHT : H \A1;COLUMN TIES AS PER SCHEDULE \A1;H/6 \A1;0.05 \A1;H/6 \A1;0.05 \A1;BARS BEND MAIN REINFORCEMENT \A1;4-12 @ 1800 LONG TOP \A1;STIRRUPS EACH SIDE OF \A1;PROVIDE 3-10d EXTRA \A1;SLEEVES \A1;PIPES MAX., D \A1;SLEEVES FOR UTILITY \A1; 5 \A1;t OR 1/4 D \A1;t \A1;D \A1;0.25L3+12db \A1;0.25L2+12db \A1;0.165L3 \A1;0.165L2 \A1;0.165L3 \A1;0.165L1 \A1;0.165L1 \A1;0.165L1 \A1;0.25L1+12db \A1;COORDINATES \A1;0.25L3+12db \A1;0.25L1+12db \A1;0.25L1+12db \A1;L1 \A1;L2 \A1;L3 \A1;2h \A1;NO SPLICE \A1;2h \A1;NO SPLICE \A1;SPLICE 40 D @ MIDSPAN \A1;SPLICE 32 db @ 2h FROM \A1;THE FACE OF SUPPORT \A1;WHERE : \A1;db = BAR DIAMETER \A1; h = DEPTH OF BEAM \A1;0.30L3 \A1;0.30L3 \A1;0.30L2 \A1;0.30L2 \A1;0.30L1 \A1;0.25L1 \A1;0.25L2 \A1;0.25L2 \A1;0.25L3 \A1;0.25L3 \A1;CLEAR SPAN \A1;CLEAR SPAN \A1;CLEAR SPAN \A1;BOTTOM CONT. \A1;BENT-UP TOP CONT. \A1;SPLICE 32d @ SUPPORT \A1;NOTE : \A1;THESE DETAILS ARE APPLICABLE WHEN NOT OTHERWISE SHOWN WHEN A BEAM CROSSES A GIRDER, REST BEAM BARS ON TOP OF GIRDER BARS, REINFORCING BARS SHALL BE GENERALLY, NO SPLICES SHALL BE PERMITTED ON BEAMS @ POINTS WHERE CRITICAL BENDING STRESSES OCCUR SPLICES SHALL DEVELOP IN TENSION @ LEAST 125% OF THE SPECIFIED YEILD STRENGTH OF THE BARS, NOT MORE THAN 50% \A1;400 \A1;400 \A1;38MM CLEAR \A1;OF SLAB AT EACH CORNER \A1;d 12X1000 LONG AT MID-DEPTH \A1;BOT. BARS \A1;1-d12 TOP & \A1;SLAB, EXTEND \A1;IN TWO WAY \A1;BEAM SUPPORT \A1;BARS UP TO \A1;OPENING \A1;DOOR \A1;30 BAR DIA. \A1;OPENING \A1;WINDOW \A1;30 BAR DIA. \A1;OF WALL AT EACH CORNER \A1;d 12X1000 LONG AT MID-DEPTH \A1;EACH FACE \A1;1-d16 \A1;(TYPICAL) 1. ALL CONCRETE BLOCKS SHALL BE NORMAL WEIGHT LOAD BEARING TYPE WITH A fc' = 1000 psi. 2. PROVIDE 1 - 16MM. DIA. VERTICAL BARS @ CORNER, INTERSECTION, END OF WALL IN EACH SIDE OF OPENING. 3. LINTEL BEAMS SHALL ATLEAST BE (0.20 M.) ON EACH SIDE OF MASONRY WALL OPENING. 4. WALL REINFORCEMENT SHALL BE AS FOLOOWS. WALL THICKNESS VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 6" (150MM.) EXTERIOR 4" (100MM.) 10MM. d @ 0.60 M. 10MM. d @ 0.60 M. 10MM. d @ 0.60 M. 10MM. d @ 0.60 M. 5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 1.3 fd WHERE SPLICED DOWELS FROM CONCRETE FOOTING. BARS IN WALL. 6. ALL CELLS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUTS. 7. OTHER ALTERNATIVES SHALL BE SUBMITTED FOR THE STRUCTURAL ENGINEERS APPROVAL. MINIMUM SIZES OF AGGREGATES TO BE USED FOR VARIOUS PURPOSES OF CONCRETE CONST. MINIMUM DIMENSIONS OF SECTIONS REINFORCED WALLS. BEAMS AND COLUMN UNREINFORCED WALLS HEAVILY REINFORCED SLAB LIGHTLY REINFORCED OR UN REINFORCED SLABS 63.5MM - 127MM 152.4MM - 279.4MM 304.8MM - 736.6MM 762MM OR MORE 12.7MM - 19MM 19MM - 38.1MM 38.1MM - 76.2MM 38.1MM - 76.2MM 19MM 38.1MM 76.2MM 152.4MM 19MM - 25.4MM 38.1MM 38.1MM - 76.2MM 38.1MM - 76.2MM 19MM - 38.1MM 38.1MM - 76.2MM 76.2MM 76.2MM - 152.4MM \A1;12d \A1;A OR B \A1;DETAILING DIMENSIONS \A1;Jd \A1;D = 7d FOR M6 TO M20 \A1;D = 8d FOR M25 TO M36 BAR SIZE d HOOK A OR B J M 6 M 10 M 12 M 16 M 20 M 25 M 28 M 32 M 36 88.9 MM 139.7MM 190.5MM 228.6MM 266.7MM 368.3MM 419.1MM 469.9MM 520.7MM 101.6 MM 152.4MM 215.4MM 254.0MM 317.5MM 431.8MM 482.8MM 546.1MM 609.6MM BAR SIZE d HOOK A OR B M 6 M 10 M 12 M 16 M 20 88.9 MM 101.6MM 127MM 152.4MM 177.8MM 57.1 MM 57.1MM 76.2MM 95.2MM 114.3MM APPROX H \A1;6d OR 36MM. \A1;H \A1;D \A1;HOOK \A1;DETAILING DIMENSIONS \A1;d NOTE : WHEN SUPPORTING BARS ARE USED STIRRUPS HOOKS MAY BE BENT TO THE DIAMETER OF THE SUPPORT BARS SEE ARCHITECTURAL DRAWINGS FOR KINDS OF FLOOR FINISHES, DEPRESSIONS IN FLOOR SLABS, OPENINGS IN WALLS, SLABS, INTERIOR PARTITIONS, & LOCATIONS OF DRAINS ETC. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS, LAYOUTS, DIMENSIONS & ELEVATIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS, LAYOUTS, DIMENSIONS & ELEVATIONS. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF CONCRETE POURING & LOCATION OF CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER @ LEAST THREE (3) DAYS BEFORE POURING FOR APPROVAL, THE CONTRACTOR SHALL KEEP ALL A. THE CONTRACTOR SHALL FURNISH & MAINTAIN ADEQUATE FORMS & SHORING UNTIL THE CONCRETE HAVE ATTAINED THEIR WORKING CONDITIONS & STRENGTH B. REMOVAL OF FORMS 1. COLUMNS & BEARING WALLS AFTER THREE (3) DAYS C. WHEN THE CONCRETE FLOOR IS TO BE POURED, @ LEAST TWO (2) FLOORS SHALL BE SHORED TO SUPPORT THE LOAD LIVE LOADS : 2ND FLOOR = 40 psf (1.92 kpa) ROOF = 12psf (0.576 kpa) PARTITIONS = 12 psf (0.60 kpa) fc' = 2500 psi (17.30 mpa) - SLAB ON FILL CONCRETE STRENGTH @ 28 DAYS 28 DAYS. ALL CONCRETE SHALL BE VIBRATED WHEN DEPOSITED & CURED, NO CHUTE LONGER THAN 1800MM. LONG fc' = 3000 psi (20.67 mpa) - FOOTINGS, FOOTING TIE BEAM, COLUMNS, R.C. BEAMS, SLAB CONCRETE STRENGTH, @ SHALL BE USED. CONFORM TO UNIFORM BUILDING CODE 1994, ZONE = 4 1500 psf (72 kpa) TO BE VERIFIED AS PER ACTUAL SOIL CONDITION USE DEFORMED STRUCTURAL GRADE BARS FOR ALL REINFORCING BARS. fs = 18,000 psi (124 mpa) fy = 40,000 psi (276 mpa) THE FOLLOWING SHALL BE THE CLEAR COVER FOR CONCRETE PROTECTION : FOUNDATIONS SLAB ON GRADE SURFACE EXPOSED TO WEATHER COLUMNS BEAMS & GIRDERS SUSPENDED SLABS & STAIRS WALLS 76 MM. 38 MM. FOR M16 OR SMALLER SIZE BARS 50 MM. FOR M20 OR LARGER SIZE BARS 38 MM. 38 MM. 19 MM. 19 MM. ALL REINFORCING BARS UNLESS OTHERWISE SHOWN ON PLAN BE BILLET STEEL "STRUCTURAL" IN ACCORDANCE WITH ASTM SPECIFICATIONS DESIGNATION A-15 WITH DEFORMATION CONFORMING WITH ASTM SPECIFICATIONS DESIGNATION UNLESS SHOWN OTHERWISE. VERTICAL BARS SPLICES LOCATION SHALL BE STAGGERED FOR BEAMS & GIRDERS, SPLICE TOP SHALL BE FREE FROM OIL OR OTHER SUBTANCES THAT TENDS TO WEAKEN BOND STRENGTH. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, REINFORCEMENT SHALL BE PLACED IN SPECIFIED POSITIONS WITH THE FOLLOWING TOLERANCES : 1. DEPTH "D" IN FLEXURAL MEMBERS, WALLS & COLUMNS WHERE "D" IS 600MM. OR LESS ±6MM. 2. DEPTH "D" IN FLEXURAL MEMBERS & COLUMNS WHERE "D" IS 600MM. ±12MM. 3. LONGITUDINAL LOCATION OF BENDS & END OF BARS ±50MM. EXCEPT SPECIFIED CONCRETE COVER @ END OF MEMBERS SHALL BE REDUCED.

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, BAR, béton armé, blocks, concrete, connection, construction, DETAIL, details, DWG, formwork, masonry, notes, reinforced concrete, reinforcing, schalung, stahlbeton, structural