Spring Of Life Church Marian Acosta DWG Full Project for AutoCAD

To project a facade of concrete surround studying the penetration of the light on the material

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

health

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Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Sanitarios A Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo A Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo Largo Total V1 V2 V3 Secc. Acero mm2 50,8 69,5 87,7 2,00 1557 2010 2460 2,10 1395 1800 2205 2,20 1255 1625 1990 2,30 1130 1470 1800 2,40 1025 1335 1640 2,50 930 1215 1495 2,60 850 1110 1370 2,70 775 1015 1255 2,80 710 935 1155 2,90 650 860 1065 3,00 600 795 985 3,10 555 735 915 3,20 510 680 850 3,30 470 630 790 3,40 435 585 735 3,50 405 545 685 Largo Total V1 V2 V3 3,60 375 505 640 3,70 345 475 595 3,80 320 440 560 3,90 300 410 515* 4,00 --- 385 475* 4,10 --- 360 440* 4,20 --- 335 405* 4,30 --- 315 375* 4,40 --- 295 345* 4,50 --- --- 320* 4,60 --- --- 295* 4,70 --- --- 275* 4,80 --- --- 255* 4,90 --- --- 235* 5,00 --- --- 215* 5,10 --- --- 200* 5,20 --- --- 185* Largo total: luz de cálculo + 0,10 m. * Carga máxima para limitar deformación a 1/400 del largo

Language	Spanish
Drawing Type	Full Project
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cathedral, Chapel, church, concrete, DWG, église, facade, full, igreja, kathedrale, kirche, la cathédrale, life, light, material, mosque, Project, spring, temple

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