Compressor – Foundation DWG Section for AutoCAD

Compressor – Foundation DWG Section for AutoCAD

Structural plane of foundation – Plants – Sections

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

spa. of, spa. of, expansion join, expansion join, anchor, no. plan, referenced drawings, foundation plan, number, esc., esc., review, date, proj., drew, date, aprob, date, flexi., aprob, coord., pipes, instrum., process, coord., aprob, anchor, reinforced at note, pad thickness, see note, festergrount nm, section, anchor, see note, pad of, anclas, thickness, section, esc., note, overlap, neopreno, reinforced at of clear, traversely, anchor, grout, customer approval, sc., anchor localization in, membrana de, neopreno, similar, fexpan, simetrico, junta de expansion, de fester similar, sello de aerofest, piso, losa de, armer, compressor foundation, indicated, sc:, date, customer:, name:, meas. in:, proj. no., code:, feet, rev., n.d.c. foundation rising level, n.t.c. collide concrete level, n.p.t. finish floor level, notes:, meaning:, grout, poor concrete f’c, concrete f’c, reinforced steel fy, total weight in kilogram, weight in, total lenght in meters, bra., symmetrical, square plate, anchor type, anchor, steel, specification, quantity, pieces., steel astm, carbon steel, pipe shirt, circular plate of, soldada la camisa, ced., n.t.c., min., volume stabilizer, nm or similar., iii, corte, cortes, corte, rebar list, corte, iii, corte, section, localization, iii, pieces., no., type, in cm., dimensions, lenght in meters., lenght, total, mts., pier, n.t.c., n.d.c., n.t.c., n.p.t., n.d.c., n.p.t., the steel of reinforcement will be free of oil or other recober that can affect the adherence with the concrete. the attachés for the elaboration of the concrete will be free of any kinds of material of organic origin. to not overlap more than of the steel of reinforcement in oneself section. all the visible edges will take bevel of at an improvement of the land will be made in rising zone of bases of with mezcla in proportion of of in layers of compressed to standard proctor test the grout to use will be of the tipo festergrout nm fester brand or similar where grout is specified under the equioment it will be stuffed the shirts completely in case of existing. to work this plane together with the referenced planes. in the interior of the container of the compressor base this in the four walls and the neopreno membrana de will be of thickness previously to percolated of the main block of concrete. the reinforcement steel shown in the interior of the block of concrete consists only three bed one in each geometric each one which it will be placed to the center of each corresponding dimension., concrete in footing pad, measurement and leveling in coordinates in mtrs., materials, reinforced steel, concrete, the overlaps will have diameters minimum, concrete in girder and forecastels

Raw text data extracted from CAD file:

A \A1;E \A1;\U+2205 \A1;H \A1;E #301 Y #302 \A1;19'-1" \A1;17'-5" \A1;28 #612 \A1;1'-1 13/16" \A1;10'-0" \A1;3'-5" \A1;3'-2 5/16" \A1;10 5/16" \A1;8'-6" \A1;8" \A1;3'-5" \A1;19'-2" \A1;1" \A1;8" \A1;1" \A1;17'-9" \A1;8'-10" \A1;3'-2 5/16" \A1;1'-7" \A1;1'-7" \A1;3'-2 3/8" \A1;3'-2 3/8" \A1;10 5/16" \A1;8'-10" \A1;8" \A1;1" \A1;635 \A1;10" \A1;8" \A1;8'-10" \A1;26 #602 @8 1/2" \A1;17'-9" \A1;8 13/16" \A1;1" \A1;3" \A1;4'-2 7/32" \A1;2" \A1;2 3/8" \A1;8 13/16" \A1;1" \A1;3" \A1;8" \A1;6" \A1;8'-2 7/16" \A1;6'-1 1/2" \A1;2'-1 5/16" \A1;12¶¶# 401 @ 8 7/16" \A1;4'-1 7/32" \A1;3" \A1;5 (TYPE) \A1;2" \A1;2 SPA. OF 8 1/4" \A1;2'-4" \A1;R \A1;K \A1;L \A1;2" \A1;2" \A1;8" \A1;T \A1;2" \A1;b \A1;E+2.0 \A1;W \A1;1'-8" \A1;1'-4" \A1;4'-4" \A1;3'-8" \A1;16" \A1;8" \A1;8" \A1;11 3/4" \A1;8 1/4" \A1;20" \A1;236 \A1;265 \A1;2.5 \A1;2 \A1;1.3 \A1;8" \A1;1" \A1;8'-10" \A1;10'-3" \A1;3'-8" \A1;8'-7" \A1;10" \A1;3'-8" \A1;10" \A1;10" \A1;17'-4" \A1;8'-8" \A1;7'-8 19/32" \A1;11 13/32" \A1;8'-8" \A1;7'-8 19/32" \A1;11 13/32" \A1;10" \A1;19'-0" \A1;1'-8" \A1;2'-4 7/8" \A1;8 7/8" \A1;10" \A1;10" \A1;2" \A1;3#402@8" \A1;2" \A1;2" \A1;2" \A1;25 #605 @ 7'-0" \A1;3" \A1;10" \A1;2" \A1;2" \A1;3" \A1;10" \A1;8" \A1;6" \A1;10" \A1;2" \A1;8" \A1;2" 8" 2" 2 SPA. OF 8 1/4" 2" 635 8" 8 13/16" 10" 19'-1" 8" 1'-1 13/16" EXPANSION JOIN (SEE DETAIL) (SEE DETAIL) EXPANSION JOIN 10'-3" 4 ANCHOR AN-1 R E V I E W S D E S C R I P T I O N 2 No. PLAN REFERENCED DRAWINGS (ANCHOR LOCATION) FOUNDATION PLAN D E S C R I P T I O N NUMBER ESC. 1' : 1/4" C L 19'-0" 17'-4" 7'-8 19/32" 8'-8" CL-101 11 13/32" 10" E-2610.646 8'-7" 3'-8" 11 13/32" 7'-8 19/32" 8'-8" 10" 3'-8" 2 10" 10" ESC. W/S REVIEW DATE PROJ. DREW DATE DATE DATE DATE DATE DATE DATE APROB DATE FLEXI. APROB COORD. PIPES INSTRUM. PROCESS COORD. APROB 23#609@8 1/2" \A1;D-1 ANCHOR AN-1 17'-5" 25 #605 @ 7'-0" 28 #612 REINFORCED AT C (SEE NOTE 12) PAD 2" THICKNESS SEE NOTE 8 2'-4 7/8" 1'-8" 3#402@8" 10" 10" 2" 8 7/8" 2" N-1239.590 L C 3" 2" E #301 Y #302 2" 2" 2" 10" FESTERGROUNT NM 24#610 @ 8 1/2" 3#511@ 8 1/2" 3#609@ 8 1/2" 10#610@22.2 (TRAVERSELY) 15#606@ 8 1/2" SECTION 2-2 L 10#611@ 8 3/4" 12#604@ 8 3/4" \A1;8#613 ANCHOR AN-1 3" \A1;D-1 17'-9" 3'-2 5/16" 8'-10" 19'-2" 10 5/16" 8'-10" 1" 1 8" 1'-7" 3'-2 3/8" 3'-2 3/8" 3'-2 5/16" 1'-7" C-301 N-1232.830 L C 8'-6" 3'-5" 10'-0" 1" 8" 10 5/16" 1 3'-5" 8" 1" 8" 1" E-2610.646 L C 12¶¶# 401 @ 8 7/16" 6'-1 1/2" 8'-2 7/16" 4'-2 7/32" 8" SEE NOTE 8 PAD OF 2" 2'-1 5/16" 4'-1 7/32" 12 ANCLAS AN-2 5 (TYPE) 3" THICKNESS 3 #406 @ 10 5/8" 3 #405 @ 10 5/8" #407 @25 SECTION 1-1 ESC. W/SC (SEE NOTE 12) (SEE NOTE 11) OVERLAP NEOPRENO REINFORCED AT C OF CLEAR 12 #603 @ 8 13/16" 10 #609 @21.5 24 #609 @ 8 7/16" TRAVERSELY 10 #608 @ 8 7/16" L 24 #607 @ 8 7/16" 17'-9" 26 #602 @8 1/2" 8'-10" 2" 8 13/16" 2 3/8" 1" ZONES) (IN ANCHOR GROUT 3" 10" 8'-10" 12 #601 @8 13/16" (TRAVERSELY) 10 #607 @22.5 3" @8 7/16" 10 #608 1" \A1;3E#301 \A1;AN-1 5 5 CUSTOMER APPROVAL SC. 1' : 1/4" ANCHOR LOCALIZATION IN D-1 MEMBRANA DE NEOPRENO SIMILAR FEXPAN o 6" SIMETRICO CL - 101 E-2610.646 N-1239.590 JUNTA DE EXPANSION 2.5 S/E DE FESTER O SIMILAR SELLO DE AEROFEST 2 1.3 PISO LOSA DE ARMER D-1 (4 PIECES) COMPRESSOR FOUNDATION INDICATED SC: DATE CUSTOMER: NAME: MEAS. IN: PROJ. No. CODE: FEET R-182-32-05 C-29 0 C-29.DWG REV. N.D.C. FOUNDATION RISING LEVEL N.T.C. COLLIDE CONCRETE LEVEL N.P.T. FINISH FLOOR LEVEL NOTES: @ TO MEANING: 613 302 301 612 407 609 611 610 405 406 601 602 604 605 603 606 608 607 404 GROUT POOR CONCRETE f'c = 100 kg/cm CONCRETE f'c = 250 kg/cm REINFORCED STEEL fy = 4200 kg/cm TOTAL WEIGHT IN KILOGRAM WEIGHT IN KGS/ML TOTAL LENGHT IN METERS 403 402 401 BRA. 5 L 2" 2" SYMMETRICAL 13.0 8.0 SQUARE PLATE ANCHOR TYPE "C" 15 #403 @ 9 11/16" 26 #404 @ 10" 4'-4" 16" 8" 8" 20" 8 1/4" 11 3/4" 3'-8" AN-2 AN-1 ANCHOR (cm.) 4.4 2.5 99.0 39.5 d L 60.0 30.0 22.0 13.0 H W 2'-4" 15 #403 @ 9 11/16" 26 #404 @ 10" 6" 0.3 5/8" STEEL A-36 1'-4" SPECIFICATION \A1;3E#302 1'-8" R 10.0 7.0 b 8.0 4.0 3.6 1.9 E T 39.0 9.5 K QUANTITY 4 PIECES. 12 PIECES. \A1;8#613 STEEL ASTM A-36 STEEL ASTM A-36 I CARBON STEEL PIPE SHIRT W E+2.0 3/8" S/E CIRCULAR PLATE OF 0.3 SOLDADA A LA CAMISA b T 2" E CED. 40 R 2" N.T.C. 101.868 10" K MIN. VOLUME STABILIZER "FESTERGROUT" NM OR SIMILAR. 8" d C L 1328.98 30.40 92.12 178.80 97.92 115.60 2.250 2 2 2 A B B II B C C A B C III 2.12 m 35 LT 49.40 m 3902.0 Kg 3 3 22.0 39.36 0.557 A C B IV 0.384 299.0 890 A C A B V C 1.560 0.996 893.82 15 28 28 D-1 12 IV I 32 D-1 65 - 30 CORTE 2-2 CORTE 1-1 CORTE 1-1 CORTES 1-1 CORTE 2-2 CORTE 2-2 CORTE 2-2 34 IV IV IV IV 28 12 D-1 12 IV IV IV I 20 60 Y 2-2 34 15 40 25 25 305 44 518 12 12 15 34 25 25 12 528 248 238 565 25 25 25 25 25 12 25 17.04 1.42 0.95 22.32 0.90 3.29 1.86 5.68 5.78 2.98 5.89 2.88 30.6 68.16 88.35 3.975 131.16 262.86 REBAR LIST CORTE 1-1 CORTE 1-1 CORTE 1-1 CORTE 2-2 CORTE 2-2 CORTE 1-1 CORTE 1-1 CORTE 1-1 II II II I 25 12 26 12 144 6 6 IV II III III 12 38 34 238 245 515 505 245 30 30 - 145 - 234 279 290 525 62 570 559 12 20 50 55 55 CORTE 2-2 CORTE 1-1 CORTE 1-1 SECTION 1-1 LOCALIZATION IV IV III III 52 30 6 24 PIECES. No. TYPE 249 249 345 625 519 529 12 12 12 12 40 40 IN cm. DIMENSIONS A C B D 3.81 6.43 5.05 10.11 0.94 10.93 9.48 9.70 95.25 77.16 60.60 135.36 56.88 58.20 LENGHT IN METERS. # 3 6.49 3.69 8.58 8.48 LENGHT P/PIEC. TOTAL E MTS. # 2.5 194.7 191.88 50.88 205.92 # 5 # 4 # 6 # 8 PIER D-1 (TYPE) (3 SETS) 12/98 01/98 05/98 A B O 12/98 01/98 05/98 \A1;D-1 N.T.C. 100.000 N.T.C. N.D.C. 99.140 N.T.C. 100.225 N.P.T. 100.000 N.D.C. 99.500 N.P.T. 4. - THE STEEL OF REINFORCEMENT WILL BE FREE OF MUD, OIL OR OTHER RECOBER THAT CAN AFFECT THE ADHERENCE WITH THE CONCRETE. 5. - THE ATTACHÉS FOR THE ELABORATION OF THE CONCRETE WILL BE FREE OF ANY KINDS OF MATERIAL OF ORGANIC ORIGIN. 6. - TO NOT OVERLAP MORE THAN 50% OF THE STEEL OF REINFORCEMENT IN ONESELF SECTION. 7. - ALL THE VISIBLE EDGES WILL TAKE BEVEL OF 1" AT 45° 8. - AN IMPROVEMENT OF THE LAND WILL BE MADE IN RISING ZONE OF BASES OF EQUIPMENT, WITH A MEZCLA TERRAIN-CEMENTO IN PROPORTION 1:0.08 WEIGHT, OF 1'-0" OF THICKNESS, IN LAYERS OF 8". COMPRESSED TO 95% STANDARD PROCTOR TEST . 9. - THE GROUT to USE WILL BE OF THE TIPO FESTERGROUT NM FESTER BRAND OR SIMILAR WHERE " GROUT " IS SPECIFIED UNDER THE EQUIOMENT IT WILL BE STUFFED THE SHIRTS COMPLETELY IN CASE OF EXISTING. 10, - TO WORK THIS PLANE TOGETHER WITH THE REFERENCED PLANES. 11. - IN THE INTERIOR OF THE CONTAINER OF THE COMPRESSOR BASE THIS is, IN THE FOUR WALLS AND THE BOTTOM, A 1" NEOPRENO MEMBRANA DE WILL BE PLACED" (2.54 cm.) OF THICKNESS PREVIOUSLY TO PERCOLATED OF THE MAIN BLOCK OF CONCRETE. 12. - THE REINFORCEMENT STEEL SHOWN IN THE INTERIOR OF THE BLOCK OF CONCRETE CONSISTS ONLY THREE BED BARS, ONE IN EACH GEOMETRIC PLANE, EACH ONE WHICH IT WILL BE PLACED TO THE CENTER OF EACH CORRESPONDING DIMENSION. CONCRETE f'c=100Kg/cm2 IN FOOTING PAD 1.- MEASUREMENT AND LEVELING IN FEET, COORDINATES IN MTRS. 2.- MATERIALS : REINFORCED STEEL fy=4200Kg/cm2 CONCRETE f'c=250Kg/cm2 5.- THE OVERLAPS WILL HAVE 40 DIAMETERS MINIMUM CONCRETE f'c=150Kg/cm2 IN GIRDER AND FORECASTELS

Language	English
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, compressor, DWG, FOUNDATION, foundations, fundament, plane, plants, section, sections, structural