Footing Low Walls DWG Detail for AutoCAD

Footing Low Walls DWG Detail for AutoCAD

Footing low walls -Several details

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

filling, firm, armor, cross, longutudinal, armor, meeting detail, reinforced concrete, natural terrain, of concrete in mass, dimensions in cm, plant, section, low shoe, dimensions in cm, lower reinforcing armor, bottom base armor, lower reinforcing armor, upper base armor, plant, lower reinforcing armor, upper lower base frame, dimensions in cm, dbas, dimensions in cm, slab, longitudinal assembly of the, section, dimensions in cm, lower armor ai, raised, upper armor, raised, raised, skin armor ap, anchor with a bent, anchor with two bent, raised, splice by overlap of two bars, splice by overlap of a bar, bent, pin, grifado, tag, Transverse armed, fences, raised, complementary armor, doubled overlap, concreting of the, concreting joint, dimensions in cm, sheet, section, raised, section in the vain, section in support, transverse reinforcement, longitudinal reinforcement as, longitudinal skin armor ap, lower longitudinal reinforcement ai, section, raised, section in the vain, section in support, transverse reinforcement, longitudinal reinforcement as, longitudinal skin armor ap, lower longitudinal reinforcement ai, plant, dimensions in cm, plant, shoe, centered, firm chosen, cleaning, concrete, of medianeria with centered beam, section, shoe, dimensions in cm, plant, section, firm chosen, ibi, ibi, ibs, ibi, compact ground, centering beam, tied beam, dimensions in cm, plant, raised, ibi, ibs, ibi, ibi, axb, filler, dimensions in cm, raised, firm chosen, natural terrain, axb, filling, firm, armor, cross, longutudinal, armor, meeting detail, reinforced concrete, natural terrain, of concrete in mass, dimensions in cm, plant, section, low shoe

Raw text data extracted from CAD file:

> 10 B 5 10 20 > 10 10 < 5 > 5 H C 10 5 10 \A1;5 \A1;10 \A1;10 \A1;5 \A1;10 \A1;5 \A1;B \A1;H \A1;> 10 \A1;> 5 \A1;< 5 \A1;10 \A1;20 \A1;B \A1;B \A1;B \A1;B \A1;> 10 \A1;C Relleno EH-8 EH-5 EH-7 Firme Armadura transversal n d 1 1 2 2 n d longutudinal Armadura 5 10 10 5 10 5 B Detalle de encuentro De hormigon armado H > 10 > 5 < 5 10 Terreno natural 20 B B B B De hormigon en masa > 10 C cotas en cm Planta Seccion Seccion EH-7 2 2 1 1 ZAPATA BAJO MURO-TIPO.B-C-H-N d -N d CSC-1 V2 L2 L2 L2 0.4L2 0.35L2 L2 V1 L1 L1 L1 0.4L1 0.35L1 0.35L1 H 5 5 5 V L 5 S \A1;S \A1;5 \A1;L \A1;V \A1;5 \A1;5 \A1;5 \A1;H \A1;0.35L1 \A1;0.35L1 \A1;0.4L1 \A1;L1 \A1;L1 \A1;L1 \A1;V1 \A1;0.35L2 \A1;0.4L2 \A1;V2 \A1;L2 \A1;L2 \A1;L2 \A1;L2 \A1;L2 \A1;L2 \A1;V2 cotas en cm Armadura de refuerzo inferior Armadura de refuerzo inferior Armadura base inferior Armadura de refuerzo inferior Armadura base superior S 5 L V 5 5 5 H n1d1 m1d1 m2d2 n2d2 Planta Armadura de refuerzo inferior Armadura base inferior y superior 0.35L1 0.35L1 0.4L1 L1 L1 L1 V1 0.35L2 0.4L2 V2 L2 L2 L2 cotas en cm dbaS cotas en cm L2 L2 L2 V2 LOSA DE CIMENTACION-H.V1.V2.L1.L2.S.db.n1d1.n2d2.m1d1.m2d2 CSL-1 2d 3.5d d 5d d 1/3D 1/3D 1/3D D D <100 U \A1;U \A1;<100 \A1;D \A1;D \A1;1/3D \A1;1/3D \A1;1/3D \A1;d \A1;5d \A1;d \A1;3.5d \A1;2d CSV-1 1 1 2 d n d -U -U -U -D -D -D 2 1 3 3 3 1 2 3 2 ARMADO LONGITUDINAL DE LA VIGA-n -d -n - Seccion cotas en cm 1 1 n d Armadura inferior Ai Alzado 1 U n d 2 2 Armadura superior As Alzado 2 U EFH-5 Alzado Armadura de piel Ap 3 3 n d U 3 U Anclaje con un doblado Anclaje con dos doblados U 5d 5d 5d Alzado <100 D D 1/3D 1/3D 1/3D Empalme por solapo de dos barras Empalme por solapo de una barra Doblado Patilla d 5d d 3.5d 2d Grifado tag < 1/6 a a 2d D H A L 1.25(H-10) l l l 1.25(H-10) S S S \A1;S \A1;2d \A1;D \A1;H \A1;A \A1;A \A1;H \A1;L \A1;1.25(H-10) \A1;l \A1;l \A1;l \A1;1.25(H-10) \A1;S \A1;S 4 4 d -S -d -S -d -S -U 7 6 5 6 7 7 5 ARMADO TRANSVERSAL DE LA VIGA-d -S - CSV-2 Cercos EFH-5 Alzado S Armadura complementaria Doblado y solapo 2d D H A A H L 1.25(H-10) l 4 5 l l 6 1.25(H-10) 4 5 S d 5 4 d 6 S d 6 L l 10 \A1;L \A1;l \A1;10 HORMIGONADO DE LA VIGA-A-H-L CSV-3 EFH-7 Junta de hormigonado I=1/2 L cotas en cm Chapa L l 10 S H A A H 1.25(H-10) S S U E 1.25(H-10) L L L L \A1;S \A1;H \A1;A \A1;A \A1;H \A1;L \A1;1.25(H-10) \A1;1.25(H-10) \A1;S \A1;S \A1;U \A1;E \A1;L \A1;L \A1;L TRAMO EXTREMO-A-H-L-n -d -n -d -n -d -U - 1 2 U -U -D -D -D -d -S -d -S -d -S -d -S -U 3 2 3 1 4 7 2 1 2 3 3 1 7 7 6 6 4 5 5 CSV-4 CSV-3 Alzado S Seccion en el vano H A A H L 1.25(H-10) 1.25(H-10) 4 5 S d 5 4 d 6 S d 6 Seccion en el apoyo Armadura transversal 1 1 n d 1 U n d 2 2 Armadura longitudinal superior As 2 U Armadura longitudinal de piel Ap 3 3 n d U 3 CSV-1 CSV-2 d7 E L Armadura longitudinal inferior Ai L L S H A A H L 1.25(H-10) 1.25(H-10) S S L L L \A1;S \A1;H \A1;A \A1;A \A1;H \A1;L \A1;1.25(H-10) \A1;1.25(H-10) \A1;S \A1;S \A1;L \A1;L \A1;L TRAMO INTERMEDIO-A-H-L-n -d -n -d -n -d - 1 2 D -D -D -d -S -d -S -d -S -d -S -U 3 2 1 4 7 1 2 3 3 7 7 6 6 4 5 5 CSV-5 CSV-3 Alzado S Seccion en el vano H A A H L 1.25(H-10) 1.25(H-10) 4 5 S d5 d4 6 S d6 Seccion en el apoyo Armadura transversal 1 1 n d n d 2 2 Armadura longitudinal superior As Armadura longitudinal de piel Ap 3 3 n d CSV-1 CSV-2 L Armadura longitudinal inferior Ai L L 5 B=A 5 A 5 5 5 5 A 5 5 B 5 5 B 5 5 A 5 5 5 5 10 H H \A1;H \A1;H \A1;10 \A1;5 \A1;5 \A1;5 \A1;5 \A1;A \A1;5 \A1;5 \A1;B \A1;5 \A1;5 \A1;B \A1;5 \A1;5 \A1;A \A1;5 \A1;5 \A1;5 \A1;5 \A1;A \A1;5 \A1;5 \A1;B=A H 2 n d n d 1 1 n d 2 n d 9 1 2 3 4 5 6 7 8 8 7 6 5 4 3 2 1 5 4 3 2 1 2 1 H 10 5 5 5 5 A 5 5 B 2 n d 5 5 B 5 5 A 1 n d 5 4 3 2 1 5 5 5 5 A 5 5 B=A planta cotas en cm Planta ZAPATA AISLADA-A-B-H-n-n-d CSZ-1 Centrada Firme elegido EH-5 EH-7 limpieza Hormigon de De medianeria con viga centrada Seccion EH-5 EH-7 A 5 V H B A D+10 5 \A1;5 \A1;D+10 \A1;A \A1;B \A1;H \A1;V \A1;5 \A1;A s s 2 1 Zapata combinada-A-B-H-V-n-n-d-n-d CSZ-2 1 n d 2 n d s s n d s s n d 4 3 2 1 5 D+10 A B H V 5 A cotas en cm Planta Seccion Firme elegido EH-7 EH-5 <H/2 S B 15 5 5 15 H L S 5 5 5 5 B 15 L 5 5 B <H/2 B 5 S 15 <H/2 S Ibi B 5 5 Ibi H L Ibs Ibs B Ibi S H/2 B 5 5 S <H/2 <H/2 S H/2 \A1;H/2 \A1;S \A1;<H/2 \A1;S \A1;5 \A1;5 \A1;B \A1;S \A1;H/2 \A1;Ibi \A1;5 \A1;5 \A1;B \A1;B \A1;Ibs \A1;Ibs \A1;L \A1;H \A1;Ibi \A1;5 \A1;5 \A1;B \A1;Ibi \A1;S \A1;<H/2 \A1;5 \A1;B \A1;15 \A1;<H/2 \A1;S \A1;B \A1;5 \A1;5 \A1;L \A1;15 \A1;B \A1;5 \A1;5 \A1;5 \A1;5 \A1;<H/2 \A1;S \A1;L \A1;H \A1;15 \A1;5 \A1;5 \A1;15 \A1;B \A1;S \A1;<H/2 n d i i n d i i n d s s n d s s n d s s s s i i n d n d EH-5 EH-5 EH-7 EH-7 Terrreno compacto Terrreno compacto Viga centradora Viga de atado H/2 S cotas en cm cotas en cm cotas en cm cotas en cm cotas en cm Planta Planta Planta Alzado Alzado <H/2 S 5 5 B S H/2 Ibi 5 5 B B Ibs Ibs L H Ibi 5 5 B Ibi S <H/2 5 B 15 <H/2 S B 5 5 L 15 B 5 5 5 5 <H/2 S L H 15 5 5 15 B S <H/2 I I s s Viga-B-H-L-n-d-n-d-S CSZ-3 AxB H<600 >10 \A1;>10 \A1;H<600 \A1;AxB Relleno de hormigon-A-B-H CSZ-4 EH-8 cotas en cm ALZADO Firme elegido Terreno natural >10 H<600 AxB > 10 B 5 10 20 > 10 10 < 5 > 5 H C 10 5 10 \A1;5 \A1;10 \A1;10 \A1;5 \A1;10 \A1;5 \A1;B \A1;H \A1;> 10 \A1;> 5 \A1;< 5 \A1;10 \A1;20 \A1;B \A1;B \A1;B \A1;B \A1;> 10 \A1;C Relleno EH-8 EH-5 EH-7 Firme Armadura transversal n d 1 1 2 2 n d longutudinal Armadura 5 10 10 5 10 5 B Detalle de encuentro De hormigon armado H > 10 > 5 < 5 10 Terreno natural 20 B B B B De hormigon en masa > 10 C cotas en cm Planta Seccion Seccion EH-7 2 2 1 1 ZAPATA BAJO MURO-TIPO.B-C-H-N d -N d CSC-1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, footing, FOUNDATION, foundations, fundament, walls