Multifamily DWG Block for AutoCAD

Multifamily DWG Block for AutoCAD

Plants lightened multifamily housing in Los Olivos – Lima

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

joists, joists, joists, lightened floor, esc., lightened detail, scale, steel temperature m., ceramic hollow brick, detail, vertical splicing, lower reinforcement upper reinforcement, anyone, values ​​of, for, the percentages increase the length of, in case of not splicing in the areas indicated with, not splicing more than the area of ​​the same section, splicing equal cm. for iron of cm., spans over the supports, the length of which is, for lightened flat beams the lower steel is, splicing in a, notes, duct: pass joists remove bricks, joists, solid slab, staircase empty, of stairs arrives, of stairs goes up, staircase empty, of stairs arrives, lightened typical floor, esc., joists, of stairs goes up, solid slab, joists, joists, joists, joists, joists, duct: pass joists remove bricks, joists, joists, joists, bracing rest in esc., rest esc., rest esc., rest esc., rest esc., stair ladder, rest esc., rest esc., stair ladder, rest esc., rest esc., rest esc., rest esc., rest esc., overlaps splices for: slab lightened

Raw text data extracted from CAD file:

\A1;12.00 \A1;2.35 \A1;0.75 \A1;2.90 \A1;2.93 \A1;0.22 \A1;2.85 \A1;20.00 \A1;4.62 \A1;1.20 \A1;3.75 \A1;3.10 \A1;3.20 \A1;1.05 \A1;3.08 \A1;20.00 \A1;4.62 \A1;1.20 \A1;3.75 \A1;3.10 \A1;3.20 \A1;1.05 \A1;3.08 \A1;12.00 \A1;3.10 \A1;2.175 \A1;0.725 \A1;1.775 \A1;4.225 \A1;0.05 \A1;0.25 \A1;0.20 \A1;2/3H \A1;H/6 \A1;H/6 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/4 \A1;m \A1;L/4 \A1;L/4 \A1;L/4 \A1;h \A1;m \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;1.20 \A1;1.60 \A1;0.80 \A1;1.20 \A1;1.60 \A1;1.30 \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;4 VIGUETAS \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;0.40 \A1;0.40 \A1;12.00 \A1;2.35 \A1;0.75 \A1;2.90 \A1;2.93 \A1;0.22 \A1;2.85 \A1;20.00 \A1;4.62 \A1;1.20 \A1;3.75 \A1;3.10 \A1;3.20 \A1;1.05 \A1;3.08 \A1;20.00 \A1;3.08 \A1;1.05 \A1;3.20 \A1;3.75 \A1;3.10 \A1;1.20 \A1;4.62 \A1;12.00 \A1;3.10 \A1;2.175 \A1;0.725 \A1;1.775 \A1;4.225 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.10 \A1;0.80 \A1;1.20 \A1;1.10 \A1;0.80 \A1;1.20 \A1;1.60 \A1;1.30 \A1;1.00 \A1;1.30 \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;4 VIGUETAS \A1;6 VIGUETAS \A1;4 VIGUETAS \A1;6 VIGUETAS \A1;6 VIGUETAS \A1;0.40 \A1;0.40 \A1;8 VIGUETAS \A1;2 VIGUETAS \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;1.00 \A1;1.30 \A1;0.70 \A1;0.80 \A1;0.70 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.60 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.70 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 A A C C A' B B E D E' E C' D' 1 2 3 4 5 6 7 8 4 1 2 3 5 7 6 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALIGERADO 1° PISO ESC. 1 / 50 C-7 S/C = 250Kg/m2 V-101 V-R (.15 x .20) V-R (.15 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A V-102 V-A (.25 x .20) V-R (.15 x .20) V-R (.15 x .20) V-102 V-102 V-102 V-102 (.30 x .20) VP-2 (.15 x .40) V-A (.25 x .20) VP-2 (.15 x .40) V-CH (.40 x .20) V-CH (.40 x .20) VP-2 (.15 x .40) VP-2 (.15 x .40) V-CH (.40 x .20) V-CH (.40 x .20) V-103 V-103 V-103 V-103 (.15 x .40) V-CH (.40 x .20) V-A (.25 x .20) V-CH (.40 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A V-A (.25 x .20) V-A VP-2 (.15 x .40) VP-2 (.15 x .40) VP-2 (.15 x .40) VP-2 (.15 x .40) V-104 V-104 (.25 x .50) V-104 (.25 x .50) V-105 V-105 V-105 (.25 x .40) V-105 V-D V-D (.15 x .20) V-D (.15 x .20) VP-1 (.15 x .50) VP-1 (.15 x .50) V-E V-B V-B C-7 C-9 C-13 C-8 C-7 C-12 C-10 P-1 C-8 C-12 C-6' C-6' C-5 C-5 C-13 C-13 C-13 C-13 C-2 C-2 C-3 C-3 C-4 C-7 C-7 C-6 C-6 C-11 C-2 C-2 P-2 C-6 C-6 C-2 C-6 C-13 C-13 C-13 C-13 C-13 C-13 C-2 C-2 C-1 5 5 DETALLE DE ALIGERADO H=0.20 0.10 5 ESCALA : 1/20 0.05 0.15 0.10 0.10 0.30 0.10 0.30 0.30 ACERO DE TEMPERATURA d 1/4" @ 0.25 m. LADRILLO HUECO DE CERAMICA DE 0.15 x 0.30 x 0.30 \A1;X DETALLE "L" DETALLE "T" \A1;X \A1;X \A1;X 5/8" 0.30 3/8" 1/2" Ø 0.20 0.25 X 2/3H 0.60 3/4" \A1;X H/6 0.40 0.40 X 0.50 d 3/8" 5/8" 1/2" 5/8" 1/2" 1" 3/4" H/6 1.30 .60 .50 .75 .45 .40 .50 .40 1.00 .55 1.15 .60 EMPALME VERTICAL L/3 L/3 L/3 L/4 REFUERZO INFERIOR REFUERZO SUPERIOR m 3/8" d L/4 L/4 L/4 h CUALQUIERA h < .30 h > .30 VALORES DE m .45 .40 .40 h m PARA 1/2" O 5/8" LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALME EN UN 70 % . NOTAS 4 4 1 1 2 2 3 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 1Ø 1/2" + 1Ø 3/8" 5 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 2Ø 3/8" 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 5 5 1Ø 1/2" 2Ø 3/8" 5 5 1Ø 1/2" V-101 DUCTO: PASAN VIGUETAS QUITAR LADRILLOS 6 VIGUETAS 6 VIGUETAS 6 VIGUETAS 6 VIGUETAS 4 VIGUETAS 6 VIGUETAS 6 VIGUETAS LOSA MACIZA H=0.20 VACIO DE ESCALERA Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 5 5 1Ø 3/8" @ 0.20 1Ø 3/8" @ 0.20 VACIO DE ESCALERA Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 5 5 5 5 5 5 ALIGERADO TIPICO 2° Y 3° PISO S/C = 250Kg/m2 ESC. 1 / 50 V-D 5 5 1Ø 1/2" 5 A C-7 1 V-205 VP-2 (.15 x .40) 6 VIGUETAS 1Ø 1/2" 4 5 C-8 5 5 5 5 C' B D' C C-9 V-205 V-D C-13 E V-205 (.25 x .40) V-D (.15 x .20) C-7 5 1Ø 1/2" VP-1 (.15 x .50) VP-1 (.15 x .50) 5 1Ø 1/2" 1Ø 3/8" @ 0.20 1Ø 3/8" @ 0.20 V-E Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 VP-2 (.15 x .40) LOSA MACIZA H=0.20 6 VIGUETAS 4 1 1Ø 1/2" 5 5 1Ø 1/2" 5 C-2 C-2 5 5 5 5 4 VIGUETAS C-3 C-5 5 1Ø 1/2" + 1Ø 3/8" VP-2 (.15 x .40) 5 C-10 2 C-6' 3 V-A V-A (.25 x .20) C-2 4 V-203 V-A (.25 x .20) 5 1Ø 3/8" 5 1Ø 1/2" 5 V-A V-204 (.25 x .50) P-1 2 VP-2 (.15 x .40) 5 V-204 (.25 x .50) C-8 V-A (.25 x .20) C-5 C-6' 4 VIGUETAS V-203 1Ø 1/2" 5 5 1Ø 1/2" 6 VIGUETAS C-4 V-203 V-A (.25 x .20) V-203 (.15 x .40) C-3 C-2 V-CH (.40 x .20) V-CH (.40 x .20) 5 1Ø 1/2" 5 1Ø 1/2" VP-2 (.15 x .40) C-7 5 1 V-202 VP-2 (.15 x .40) 6 VIGUETAS 6 1Ø 1/2" C-6 C-6 V-CH (.40 x .20) V-A (.25 x .20) 5 V-202 2Ø 3/8" 2Ø 3/8" V-A C-11 V-B C-6 V-202 V-B V-CH (.40 x .20) VP-2 (.15 x .40) 2 V-202 (.30 x .20) 1 C-6 C-7 V-202 DUCTO: PASAN VIGUETAS QUITAR LADRILLOS P-2 VP-2 (.15 x .40) 6 VIGUETAS C-2 2 3 4 5 6 V-CH (.40 x .20) 5 5 5 5 8 V-A (.25 x .20) 7 V-A A' A C-2 5 5 5 5 5 V-201 V-A (.25 x .20) V-201 5 1Ø 1/2" 1Ø 1/2" 5 V-CH (.40 x .20) V-A (.25 x .20) C-6 B C C-1 E' D E C-2 8 7 7 1Ø 1/2" 1Ø 1/2" VP-2 (.15 x .40) VP-2 (.15 x .40) VP-2 (.15 x .40) VP-2 (.15 x .40) V-D V-D V-D V-D V-R (.15 x .20) 5 8 VIGUETAS 6 2 VIGUETAS 5 1Ø 1/2" 5 5 1Ø 1/2" 5 1Ø 1/2" 5 1Ø 3/8" 5 5 1Ø 3/8" 1Ø 1/2" 1Ø 3/8" 5 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 5 5 1Ø 1/2" 5 5 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 2 Ø 1/2" Ø 1/4" 1 @ 0.05, Resto @ 0.20 (VIGA DE ARRIOSTRE EN PARAPETOS) ESC. 1.25 V-R 5 5 5 Ø 3/8" 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.20 ESC. 1:25 Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.25 (Confinar extremos) ESC. 1.25 5 V-A 4 Ø 1/2" 5 Ø 1/4" 1 @ 0.05, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 2 Ø 3/8" V-B 5 5 V-D Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 4 Ø 1/2" 5 Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 V-E 4 Ø 1/2" 5 LOSA ESCALERA 6 Ø 1/2" Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-CH 5 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, Resto @ 0.15 (Confinar extremos) ESC. 1.25 5 5 VP-1 4 Ø 5/8" + 2 Ø 1/2" 5 LOSA ESCALERA 5 5 Ø 1/4" 1 @ 0.05, 4 @ 0.10, Resto @ 0.15 (Confinar extremos) ESC. 1.25 4 Ø 1/2" VP-2 5 5 Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 4 Ø 1/2" V-101, V-201 V-301 5 5 6 Ø 1/2" Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-102, V-202 V-302 5 4 Ø 1/2" + 4 Ø 3/8" Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-103, V-203 V-303 5 5 5 5 1 Ø 5/8" 4 Ø 3/4" + 2 Ø 5/8" V-104, V-204 V-304 6 Ø 5/8" V-105, V-205 V-305 Ø 3/8" 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.20 ESC. 1:25 5 5 3 Ø 5/8" 3 Ø 5/8" 5 TRASLAPES Y EMPALMES PARA: VIGAS, LOSA Y ALIGERADOS 1 Ø 1/2" 1 Ø 1/2" 2 Ø 3/4" 1 Ø 5/8" 2 Ø 3/4"

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, cover, dach, DWG, Family, hangar, Housing, lagerschuppen, lightened, lima, los, multi, multifamily, olivos, plants, roof, shed, structure, terrasse, toit