Structural Design Of A 9-Story Multifamily DWG Detail for AutoCAD

Details of steel plates basement

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

kind, rto., level, basement to the floor, floor, column, section of, principal, armor, stirrup, rto., rto., block foundation, scale, the upper, the lower ones, the upper, the lower ones, the upper, the lower ones, the upper, the lower ones, the upper, basement floor plate, floor board, floor board, license plate, basement to the floor, license plate, floor, license plate, floor, license plate, basement to the floor, license plate, floor, license plate, floor, kind, rto., level, basement to the floor, floor, column, section of, principal, armor, stirrup, rto., rto., kind, rto., level, basement to the floor, column, section of, principal, armor, stirrup, kind, rto., level, basement to the floor, column, section of, principal, armor, stirrup, vch, vch, vch, vch, slab, scale, vch, kind, rto., beam, section of, principal, armor, stirrup, vch, kind, rto., beam, section of, principal, armor, stirrup, vch, vch, vch, vch, floor tile, scale, vch, kind, rto., beam, section of, principal, armor, stirrup, vch, kind, rto., beam, section of, principal, armor, stirrup, its T. rto., license plate, beams in portico, scale, its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., its T. rto., floor, basement, its T. rto., floor, its T. rto., typical vch beam on shaft, scale, typical beam on shaft, scale

Raw text data extracted from CAD file:

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\A1;0.90 \A1;0.40 \A1;1.75 \A1;4.60 \A1;0.40 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.20 \A1;0.90 \A1;0.20 \A1;2.39 \A1;1.35 \A1;1.35 5 5 12 d 1″ 8 d 3/4″ 8 d 1″ 12 d 3/4″ 5 5 10 d 3/4″ 8 d 5/8″ C-1 C-1 C-1 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 5 5 NIVEL SOTANO AL 2º PISO 3º, 4º Y 5º PISO 6º, 7º, 8º Y 9º PISO COLUMNA b x t SECION DE PRINCIPAL ARMADURA ESTRIBO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 5 5 LL M 5 5 5 1 2 3 5 J K 5 9 10 5 5 LL M 5 J K 5 5 5 1 2 3 5 9 10 CIMENTACION BLOQUE “3” ESCALA 1/50 As superior ø 5/8″ @ 0.15 As inferior ø 3/4″ @ 0.15 As superior ø 1/2″ @ 0.20 As inferior ø 1/2″ @ 0.15 As superior ø 1/2″ @ 0.20 As inferior ø 5/8″ @ 0.18 As superior ø 1/2″ @ 0.20 As inferior ø 5/8″ @ 0.20 As superior ø 3/4″ @ 0.20 As superior ø 5/8″ @ 0.20 As superior ø 5/8″ @ 0.20 As superior ø 1/2″ @ 0.20 As superior ø 3/4″ @ 0.15 As superior ø 3/4″ @ 0.20 As superior ø 5/8″ @ 0.20 As superior ø 1/2″ @ 0.20 As superior ø 3/4″ @ 0.15 As superior ø 3/4″ @ 0.20 As superior ø 1/2″ @ 0.15 As superior ø 1/2″ @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-02 PL-01 PL-03 C-1 C-1 C-1 C-1 C-2 C-2 C-3 C-3 C-4 PLACA 02 – SOTANO AL 2º PISO 5 5 5 5 5 5 5 5 d 1/2″ @ 0.20 d 1/2″ @ 0.15 6 d 3/4″ 2 d 5/8″ 6 d 3/4″ 2 d 5/8″ PLACA 02 – 3º, 4º Y 5º PISO 5 5 5 5 5 5 5 5 d 1/2″ @ 0.25 d 1/2″ @ 0.20 4 d 3/4″ 4 d 5/8″ 4 d 3/4″ 4 d 5/8″ PLACA 02 – 6º, 7º, 8º Y 9º PISO 5 5 5 5 5 5 5 5 d 1/2″ @ 0.30 d 1/2″ @ 0.15 8 d 5/8″ 8 d 5/8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 d 5/8″ 4 d 1/2″ d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 d 5/8″ 2 d 1/2″ d 1/2″ @ 0.30 d 3/8″ @ 0.20 d 1/2″ @ 0.30 d 3/8″ @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 d 3/4″ 2 d 5/8″ 6 d 3/4″ 2 d 5/8″ 6 d 3/4″ 2 d 5/8″ d 1/2″ @ 0.25 d 1/2″ @ 0.30 d 1/2″ @ 0.25 d 1/2″ @ 0.30 PLACA 03 SOTANO AL 2º PISO PLACA 03 3º, 4º Y 5º PISO PLACA 03 6º, 7º, 8º Y 9º PISO 6 d 5/8″ 2 d 1/2″ 6 d 5/8″ 2 d 1/2″ 4 d 5/8″ 4 d 1/2″ 4 d 5/8″ 4 d 1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 0.60 4 d 3/4″ 2 d 5/8″ 6 d 3/4″ 4 d 3/4″ 2 d 5/8″ d 1/2″ @ 0.20 d 1/2″ @ 0.20 d 1/2″ @ 0.25 d 1/2″ @ 0.25 PLACA 01 SOTANO AL 2º PISO 5 5 5 5 5 5 5 5 5 5 5 5 0.60 6d 5/8″ 6 d 3/4″ 6 d 5/8″ d 1/2″ @ 0.25 d 1/2″ @ 0.25 d 1/2″ @ 0.30 d 1/2″ @ 0.30 PLACA 01 3º, 4º Y 5º PISO 5 5 5 5 5 5 5 5 5 5 5 5 0.60 6 d 5/8″ d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.25 PLACA 01 6º, 7º, 8º Y 9º PISO 6d 5/8″ 6 d 5/8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 6 d 1″ 8 d 3/4″ C-2 C-2 C-2 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 NIVEL SOTANO AL 2º PISO 3º, 4º Y 5º PISO 6º, 7º, 8º Y 9º PISO COLUMNA b x t SECION DE PRINCIPAL ARMADURA ESTRIBO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 2 d 5/8″ 2 d 5/8″ 5 5 2 d 5/8″ 5 6 d 1″ 4 d 3/4″ 2 d 5/8″ 10 d 3/4″ 2 d 5/8″ 5 2 d 5/8″ 5 5 C-3 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 NIVEL SOTANO AL 1º PISO COLUMNA b x t SECION DE PRINCIPAL ARMADURA ESTRIBO 4 d 5/8″ 5 5 C-4 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 NIVEL SOTANO AL 1º PISO COLUMNA b x t SECION DE PRINCIPAL ARMADURA ESTRIBO 4 d 5/8″ 5 5 5 LL M 5 5 5 1 2 3 5 J K 5 9 10 5 5 LL M 5 J K 5 5 5 1 2 3 5 9 10 5 VCH 0.90 X 0.20 0.40 X 0.60 0.40 X 0.60 VCH 0.90 X 0.20 VCH 0.60 X 0.20 VCH 0.60 X 0.20 VCH 0.25 X 0.20 VCH 0.60 X 0.20 VCH 0.60 X 0.20 VCH 0.60 X 0.20 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 VCH 0.40 X 0.60 5 1 d 1/2″ 1 d 1/2″ + 1 d 3/8″ 5 1 d 1/2″ 5 1 d 1/2″ + 1 d 3/8″ 5 a b 5 1 d 1/2″ 1 d 1/2″ + 1 d 3/8″ 5 1 d 1/2″ 5 1 d 1/2″ + 1 d 3/8″ 5 VCH 0.30 X 0.20 VCH 0.30 X 0.20 VCH 0.30 X 0.20 b b b b b b a a b b b b 0.250 X 0.60 LOSA 1º – SOTANO ESCALA 1/50 5 VCH 0.30 X 0.20 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 VIGA SECION DE PRINCIPAL ARMADURA ESTRIBO 2 d 1/2″ 5 a-a 4 d 5/8″ 5 VCH 0.25 X 0.20 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 VIGA SECION DE PRINCIPAL ARMADURA ESTRIBO 4 d 5/8″ 5 b-b 5 5 LL M 5 5 5 1 2 3 5 J K 5 9 10 5 5 LL M 5 J K 5 5 5 1 2 3 5 9 10 5 5 5 5 5 VCH 0.90 X 0.20 0.40 X 0.60 0.40 X 0.60 VCH 0.90 X 0.20 VCH 0.60 X 0.20 VCH 0.60 X 0.20 VCH 0.60 X 0.20 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 0.40 X 0.50 VCH 0.40 X 0.60 5 1 d 1/2″ 1 d 1/2″ 5 1 d 3/8″ 5 1 d 1/2″ 5 a b 5 1 d 1/2″ 1 d 1/2″ 5 1 d 3/8″ 5 1 d 1/2″ 5 VCH 0.30 X 0.20 VCH 0.30 X 0.20 VCH 0.30 X 0.20 b b b b 0.250 X 0.60 LOSA 2º – 1er, 2do, 3ro, 4to, 5to, 6to, mo, 8vo, y 9no PISO ESCALA 1/50 5 1 d 1/2″ 1 d 1/2″ 5 1 d 3/8″ 5 1 d 1/2″ 5 c VCH 0.90 X 0.20 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 VIGA SECION DE PRINCIPAL ARMADURA ESTRIBO d-d 5 5 VCH 0.60 X 0.20 TIPO \U+2205 3/8″, 3 @ 0.05, 5 @ 0.10, 5 @ 0.15, Rto. @ 0.225 VIGA SECION DE PRINCIPAL ARMADURA ESTRIBO 6 d 3/4″ c-c c c d d d d c c a a c c d d d d c c 4 d 1″ 6 d 3/4″ 4 d 1″ 5 5 2 d 1″ 2 d 1″ 2 d 1″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 2 1 5 10 5 5 5 5 5 2 d 5/8″ C-1 PLACA VIGAS EN PORTICO “K” y “LL” ESCALA 1/50 0.40 X 0.60 0.40 X 0.50 5 5 5 3 5 5 5 9 5 5 5 5 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 3 d 1″ 2 d 1″ + 2 d 3/4″ 2 d 1″ 2 d 5/8″ 3 d 1″ 1 d 3/4″ 0.40 X 0.50 0.40 X 0.50 2 d 1″ 2 d 1″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 5 5 5 2 d 3/4″ C-1 5 5 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ + 2 d 3/4″ 3 d 3/4″ + 1 d 1″ 3 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 5 5 5 1 d 3/4″ + 1 d 5/8″ C-1 5 5 5 5 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 3 d 1″ 3 d 3/4″ 2 d 1″ + 1 d 3/4″ 5 1 d 1″ 2 d 1″ 2 d 1″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 5 5 5 2 d 3/4″ C-1 5 5 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 2 d 3/4″ + 1 d 1″ 3 d 3/4″ 2 d 3/4″ + 1 d 1″ 2 d 1″ 2 d 1″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 5 5 5 C-1 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ 2 d 1″ 2 d 1″ 2 d 1″ 2 d 3/4″ 2 d 3/4″ + 2 d 1″ 5 5 2 d 3/4″ 2 d 1″ + 1 d 3/4″ 5 4 d 3/4″ EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO EST. d 3/8″ 3 @ 0.05, 5 @ 0.10, 4 @ 0.15, Rto. @ 0.20, C/EXTREMO 5 5 5 5 C-1 5 5 5 5 5 5 5 5 C-1 PL-02 C-2 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 3 d 3/4″ 3 d 3/4″ 2 d 1″ 3 d 1″ 5 5 1 d 1″ 2 d 1″ 1 d 1″ 5 5 3 d 3/4″ 3 d 3/4″ 3 d 3/4″ 3 d 3/4″ 1er PISO 2do PISO 3er PISO 4to PISO 5to PISO 6to PISO SOTANO 5 5 5 5 5 5 5 PL-01 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ + 3 d 5/8″ 2 d 1″ + 3 d 5/8″ 5 3 d 3/4″ 5 PISO 5 5 EST. d 3/8″ 4 @ 0.05, 6 @ 0.10, 5 @ 0.15, Rto. @ 0.225, C/EXTREMO 2 d 1″ + 3 d 5/8″ 2 d 1″ + 3 d 5/8″ 2 d 1″ + 3 d 5/8″ 2 d 1″ + 3 d 5/8″ VIGA VCH TIPICA EN EJE “2”, “3” y “9” ESCALA 1/50 2 d 5/8″ 2 d 5/8″ 5 5 2 d 5/8″ 2 d 5/8″ 2 d 3/4″ PL-01 5 VIGA TIPICA EN EJE “J” ESCALA 1/50 5 5 C-1 C-1 PL-03 3 d 3/4″ 5