Structures – Hotel And Commercial DWG Detail for AutoCAD

Structures – Hotel And Commercial DWG Detail for AutoCAD

Plane Structures: Foundation; lightened; beams; stairs; details; courts; all of the 5 levels

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

foundation, sole, niv cim., niv cim., sole, niv cim., sole, niv cim., sole, stirrups, niv cim., sole, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, lightened level, lightened level, lightened level, lightened typical plant level, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, kind, level, section, longitudinal steel, stirrups, column table, design overloads: rooms: corridors stairs: slabs ladder: concrete reinforced with f’c flowing steel fy corrido: concrete cyclopean with f’c columns beams mooring of walls: concrete reinforced with f’c steel of fluence fy load capacity of the terrain the placement of the shoe will be placed cm of soles. of the floor to use cement type in the foundation. put waterproofing additives in the tank. aggregates: coarse aggregate will consist of crushed natural gravel. Nominal maximum size of the coarse aggregate should not be greater than: for cementitious concrete surpluses. for structural beams. for the rest of the elements. fine aggregate will consist of natural sand its particles will be compact resistant. both their particles will be free of organic matter particles other harmful substances. masonry unit of walls: tambourine brick with holes made in the factory. mortar: the mortar will consist of portland sand cement in the volumetric proportion to place sand compacted from under the false floor. place supports to avoid landslides damage due to the soil is weak. all the walls will be confined by columns beams of mooring formwork removal: minimum periods of removal of the formwork elements of support will be governed by the following times: beams columns: hours. even light: days. of greater lights m: day for each meter of excess. from beams to light: days. of beams greater than light: day for each meter of excess. seismic – resistant structural system: porticos seismic parameters of design: factor of factor of factor of amplification factor of length of hooks of stirrups: cm. the length of overlaps of the steel longitudinal rods are: cm. cm. cm slabs: cm slabs beams mooring beams: perform resistance tests of masonry units of masonry walls in the excavation of excavate in a way not to produce movements that cause damage people’s propitities. to do footwear, coating hooks on beams:, db stirrup diameter, lightened slab, lengths of overlap of longitudinal steel rods in columns:, build from here

Raw text data extracted from CAD file:

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0.175 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.50 \A1;1.36 \A1;0.40 \A1;0.50 626,000E 626,100E 626,200E 626,300E 626,400E 626,500E 626,600E 626,700E 626,800E 626,900E 627,000E 627,100E 627,200E 626,000E 626,100E 626,200E 626,300E 626,400E 626,500E 626,600E 626,700E 626,800E 626,900E 627,000E 627,100E 627,200E 626,000E 626,100E 626,200E 626,300E 626,400E 626,500E 626,600E 626,700E 626,800E 626,900E 9'253,500N 9'253,600N 9'253,700N 9'253,800N 9'253,900N 9'254,000N 9'254,100N 9'253,500N 9'253,600N 9'253,700N 9'253,800N 9'253,900N 9'254,000N 9'254,100N 9'253,500N 9'253,800N 9'253,900N 9'254,000N 9'254,100N 9'253,500N 9'253,600N 9'253,700N 9'253,800N 9'253,900N 9'254,000N 9'254,100N 9'253,500N 9'253,600N 9'253,700N 9'253,800N 9'253,900N 9'254,000N 9'254,100N CIMENTACION ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;4.00 5 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 1 2 3 4 5 A B C D 5 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-1 C-1 5 5 C-2 VC-01 VC-02 VC-03 VC-03 VC-03 VC-03 VC-03 VC-04 B B B B A A SOLADO \A1;0.10 NIV. CIM. =-1.50 m 2 Ø 3/8" 5 Ø 3/4" 7 Ø 3/4" \A1;1.20 \A1;0.30 VC-02 B-B \A1;0.50 \A1;0.60 \A1;2.00 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 \A1;4.00 \A1;0.60 \A1;0.50 \A1;0.50 A-A VC-01 \A1;0.30 \A1;1.50 7 Ø 3/4" 5 Ø 3/4" 1 Ø 1/2" @ 0.20 2 Ø 3/8" 2 Ø 3/8" NIV. CIM. =-1.50 m \A1;0.10 SOLADO \A1;0.25 VC-03 \A1;4.00 \A1;0.60 \A1;0.50 \A1;0.50 A-A VC-01 \A1;0.30 \A1;1.50 7 Ø 3/4" 5 Ø 3/4" 1 Ø 1/2" @ 0.20 2 Ø 3/8" 2 Ø 3/8" NIV. CIM. =-1.50 m \A1;0.10 SOLADO \A1;2.00 \A1;0.60 \A1;0.50 B-B VC-02 \A1;0.30 \A1;1.20 7 Ø 3/4" 5 Ø 3/4" NIV. CIM. =-1.50 m \A1;0.10 SOLADO \A1;0.25 1 Ø 1/2" @ 0.20 \A1;0.60 \A1;1.20 VC-03 C-1 \A1;0.40 \A1;0.40 10 Ø 3/4" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 30x60 7 Ø 3/4" VC-04 VC-03 \A1;2.00 \A1;0.60 \A1;0.50 B-B VC-02 \A1;0.30 \A1;1.20 7 Ø 3/4" 5 Ø 3/4" NIV. CIM. =-1.50 m \A1;0.10 SOLADO \A1;0.25 \A1;0.60 \A1;1.20 5 Ø 3/4" 30x60 7 Ø 3/4" D B A \A1;4.75 \A1;4.75 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" \A1;0.30 \A1;1.50 7 Ø 3/4" 5 Ø 3/4" 2 Ø 3/8" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1-1 Estribos Ø 3/8": Estribos Ø 3/8": Estribos Ø 3/8": Estribos Ø 3/8": 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" Estribos Ø 3/8": Estribos Ø 3/8": Estribos Ø 3/8": Estribos Ø 3/8": 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 1 \A1;1.64 \A1;1.64 \A1;1.62 \A1;1.62 \A1;1.70 \A1;1.70 \A1;0.79 \A1;0.79 \A1;4.92 \A1;4.86 \A1;5.11 \A1;2.36 1 5 4 3 2 VC-01 (30x150) 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 1 @ 0.075, 6 @ 0.15, 2 2 1 5 4 3 2 VC-02 (30x120) 1.20 1.64 1.64 1.62 1.62 1.70 1.70 0.79 0.79 4.92 4.86 5.11 2.36 VC-03 (30x120) 2 3 4 5 1 2.36 5.11 4.86 4.92 0.79 0.79 1.70 1.70 1.62 1.62 1.64 1.64 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 3 3 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 Estribos Ø 3/8": 1 @ 0.075, 6 @ 0.15, 1 @ 0.20, r @ 0.25 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 1.20 \A1;0.30 7 Ø 3/4" 5 Ø 3/4" 2 Ø 3/8" \A1;1.20 2-2 \A1;0.30 7 Ø 3/4" 5 Ø 3/4" 2 Ø 3/8" \A1;1.20 3-3 5 5 5 5 ALIGERADO 1er NIVEL ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A B C D 5 C-1 5 VS-101 VS-102 VP-101 VP-101 VP-101 VP-102 VP-103 ALIGERADO 2do. NIVEL ESC:1/50 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A B C D 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 VS-101 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-1 V-2 V-2 V-1 V-3 V-2 V-2 V-2 V-2 ALIGERADO 3er. NIVEL ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A B C D 5 C-1 5 VS-301 VS-302 VP-301 VP-301 VP-301 VP-302 VP-303 VS-301 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-1 V-2 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-3 V-2 V-2 V-2 V-2 V-2 VP-304 VP-104 5 5 5 VS-201 VS-202 VP-201 VP-201 VP-201 VP-202 VP-203 VS-201 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-1 V-2 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-3 V-2 V-2 V-2 V-2 V-2 VP-204 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" ALIGERADO PLANTA TIPICA 4to.- 5to. NIVEL ESC:1/50 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A B C D 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 VS-401 VS-402 VP-401 VP-401 VP-401 VP-402 VP-403 VS-401 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-1 V-2 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-3 V-2 V-2 V-2 V-2 V-2 VP-404 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 2 Ø 3/8" 5 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VP-101/201 (30x65) 7 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 7 Ø 3/4" 5 5 5 Ø 3/4" 2 Ø 3/8" 5 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VP-301/401 (30x60) 7 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 7 Ø 3/4" 5 5 5 Ø 3/4" 2 Ø 3/8" 4 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" VP-501 (30x60) 5 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 5 Ø 3/4" 5 5 4 Ø 3/4" 5 4 4 5 5 6 6 VS-101/201 (30x60) 2 3 4 5 1 \A1;2.36 \A1;5.11 \A1;4.86 \A1;4.92 \A1;0.79 \A1;0.79 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 13 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VS-301/401 (25x50) 2 3 4 5 1 \A1;2.36 \A1;5.11 \A1;4.86 \A1;4.92 \A1;0.79 \A1;0.79 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 14 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 5 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" VS-501 (25x40) 2 3 4 5 1 \A1;2.36 \A1;5.11 \A1;4.86 \A1;4.92 \A1;0.79 \A1;0.79 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 5 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 5 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 5 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" VS-102/202 (30x60) 2 3 4 5 \A1;5.11 \A1;4.86 \A1;4.92 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 16 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VS-302/402 (25x50) 2 3 4 5 \A1;5.11 \A1;4.86 \A1;4.92 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" 6 Ø 3/4" VS-502 (25x40) 2 3 4 5 \A1;5.11 \A1;4.86 \A1;4.92 \A1;1.70 \A1;1.70 \A1;1.62 \A1;1.62 \A1;1.64 \A1;1.64 5 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 5 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 5 Ø 1/2" 2 Ø 3/8" 5 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VP-102/202 (30x65) 7 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 7 Ø 3/4" 5 5 5 Ø 3/4" 2 Ø 3/8" 5 Ø 3/4" 7 Ø 3/4" 7 Ø 3/4" VP-302/402 (30x60) 7 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 7 Ø 3/4" 5 5 5 Ø 3/4" 2 Ø 3/8" 4 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" D B A \A1;4.75 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 Estribos Ø 3/8": 1 @ 0.05, 8 @ 0.10, 2 @ 0.15, r @ 0.20 2 Ø 3/8" 2 Ø 3/8" 5 5 5 5 Ø 3/4" 5 5 4 Ø 3/4" 5 7 7 8 8 9 9 VP-502 (30x60) VP-103/203 (30x65) VP-303/403 (30x60) VP-503 (30x60) 5 2 1 7 Ø 3/4" 5 Ø 3/4" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 VP-104/204 (30x65) 2 1 7 Ø 3/4" 5 Ø 3/4" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 VP-304/404 (30x60) 2 1 5 Ø 3/4" 4 Ø 3/4" 2 Ø 3/8" Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, r @ 0.20 VP-504 (30x60) 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 5 Ø 3/4" 10 10 11 11 12 12 13 14 15 15 16 17 17 18 18 \A1;0.40 \A1;0.40 \A1;0.46 \A1;0.28 \A1;0.40 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 10 Ø 3/4" 4 Ø 3/4" 1/II 40x40 1II/IV 40x40 V 40x40 TIPO NIVEL SECCION ACERO LONGITUDINAL ESTRIBOS C-2 1/II 40x40 1II/IV 40x40 V 40x40 CUADRO DE COLUMNAS \A1; \W6.0442; \W6.9974; \fArial|b1|i0|c0|p34;\H1.5x;\W1;\LESPECIFICACIONES TECNICAS\l \fArial|b0|i0|c0|p34;\H0.6667x;- Sobrecargas de diseño: \W5.1526; \W1; Habitaciones: 200 kg/m2. Corredores y escaleras: 400 Kg/m2. - Cimentación, Vigas, Columnas, Aligerado, Placas, Losas macizas, Cisterna, Escalera: \W2.30528; de Concreto Armado con f'c = 210 kg/cm2. \W3.30528; Acero de Fluencia fy = 4200 kg/cm2. -Cimiento corrido: de concreto ciclópeo con f'c = 140 kg/cm2. - Sobrecimientos, Columnetas y Vigas de Amarre de muros: \W2.30528; de Concreto Armado con f'c = 175 kg/cm2. \W3.30528; Acero de Fluencia fy = 4200 kg/cm2. - Capacidad Portante del terreno = 0.90 kg/cm2. -Previa a la colocación de la zapata contínua, se colocará 10 cm de solado. -f'c del solado = 140 kg/cm2 - Usar Cemento tipo MS, en la cimentaciòn. - Colocar aditivos impermeabilizantes en la cisterna. - Agregados: \W5.1526; \W1;El agregado grueso consistirá en grava natural o triturada. \W5.1526; \W1;El tamaño máximo nominal del agregado grueso no deberà ser mayor de: \W5.1526; \W1;a. 1" para concreto de cimentaciòn y sobrecimientos. \W5.1526; \W1;b. \S3/4;\H1.333x;" para columnas, placas y vigas estructurales. \W5.1512; \W1;c. \H0.7504x;\S1/2;\H1.333x;" para el resto de los elementos. \W5.1497; \W1;El agregado fino consistirá en arena natural o manufacturada, sus partìculas serán duras, compactas y resistentes. \W5.1497; \W1;Para ambos agregados, sus partículas seran limpias, libres de partículas escamosas, materia orgánica u otras sustancias dañinas. - Unidad de Albañilería de muros: LADRILLO PANDERETA con huecos hecho en fábrica. - Mortero: El mortero estará constituido por Cemento Portland y Arena Gruesa, en la proporción volumétrica 1:4 (cemento-arena) - Colocar arena compactada de 0.30 m de espesor, debajo del falso piso. - Colocar soportes para evitar derrumbes y daños de a terceros, debido a que el suelo es débil. - Todos los Muros estarán confinados por Columnetas y Vigas de Amarre V-A. - Remoción de Encofrados: \W5.1497; \W1;Los plazos mínimos de remoción de los encofrados y elementos de sostén se regirán por los siguientes tiempos: \W5.1497; \W1;Costados de vigas y columnas: 36 horas. \W5.1497; \W1;Losas hasta 2.50 m de luz: 7 días. \W5.1497; \W1;Losas de luces mayores a 2.50 m: 1 día por cada metro de exceso. \W5.1497; \W1;Fondo de vigas hasta 5.00 m de luz: 21 días. \W5.1497; \W1;Fondo de vigas mayores de 5.00 m de luz: 1 día por cada metro de exceso. - Sistema estructural sismoresistente: Porticos - Parametros sismicos de diseño: Factor de Zona, Z = 0.4 Factor de Uso, U = 1.5 Factor de Suelo, S = 1.4 Factor de Amplificacion Sismica, C = 2.5 Coeficiente de Reduccion, R = 8 - Longitud de los ganchos de los estribos: \W5.1497; \W1;Ø\H0.7504x;\S3/8;\H1.333x;"= 9.5 cm. \W5.1483; \W1; - La longitud de traslapes (Lt) de las varillas longitudinales de acero son: \W5.1483; \W1;Ø\fArial|b1|i0|c161|p34;1\fArial|b0|i0|c0|p34;" = 91 cm.\W5.0265; \W5.1483; \W1;Ø\H0.7504x;\S5/8;\H1.333x;" = 60 cm. \W5.1468; \W1;Ø\H0.7504x;3/4\H1.333x;" = 70 cm.\W8.2845; \W5.1454; \W1;Ø\H0.7504x;1/2\H1.333x;" = 50 cm. - Recubrimientos:\fArial|b1|i0|c0|p34;\H0.9983x; Cimentación:\fArial|b0|i0|c0|p34; R = 5 cm \W5.1527; \W1;Vigas, columnas, placas: R = 4 cm \W5.1527; \W1;Aligerado, cisternas, escaleras, losas macizas, columnetas y vigas de amarre: R = 2 cm\fArial|b1|i0|c204|p34; \fArial|b0|i0|c0|p34; - Realizar ensayos de resistencia de concreto, de mortero, de unidades de albañilería y de muros de albañilería - En la excavación de zanjas, excavar de manera alternada, no contínua, de tal manera que no se produzca derrumbes, y movimientos de suelo, que ocasione daño a propierdades de terceros, y a personas. Hacer calzaduras. - Recubrimiento y ganchos en vigas: g = 10 db 9.5 3/8" 6.4 \A1; \S1/4;" g (cm) db = diámetro del estribo db r 4cm 4cm 4cm 4cm 20 / 25 cm Losa Aligerada Losa Aligerada - Longitudes de traslape de las varillas de acero longitudinal en columnas: Lt db db - Construir de acuerdo a Esfecificaciones del ACI-2002, Normas Peruanas de Estructuras y Reglamento Nacional de Construcciones . db = diámetro de la varilla Lt (cm) 1" 1.30 3/4" 5/8" 1/2" 70 60 50 - Ubicación de los traslapes en la vigas: s \A1; separación de varillas, s >=db, 1", 1 \S1/3; Tamaño máximo del agregado Lt Lt L/4 L/4 L/4 L/4 L/3 L/3 L/3 \A1;\S3/8;\A1;" .30 .30 .45 \A1; refuerzo inferior refuerzo superior Valores de Lt \A1;\S1/2;\A1;" .45 .45 .45 \A1; \A1;\S5/8;\A1;" .55 .55 .75 \A1; \A1;\S3/4;\A1;" .65 .65 .90 \A1; 1" 1.15 1.15 1.60 - No empalmar más del 50% del àrea total de una misma sección. - En caso de no empalmarse en las zonas indicadas o con los porcentajes especificados aumentar la longitud de empalme en un 70% o consultar al proyectista. - Para aligerados y vigas chatas, el acero inferior se empalma sobre los apoyos, siendo la longitud de empalme igual a 30 cm. Para varillas de 3 8 ", 35 cm para 1 2 " y 40 cm para 5 8 ". Hcualquiera H<30 H>30 Esc: 1/25 V-1 4 d1/2" \A1;.20 d 3/8"@ 0.20 \A1;.20 V-2 6 d1/2" Esc: 1/25 \A1;.20 \A1;.30 d 3/8"@ 0.20 V-T 3 d5/8" 3 d5/8" \A1;.25 .35 1 @ 0.05, 6 @ 0.10, r @ 0.15 d 3/8: V-3 6 d5/8" Esc: 1/25 \A1;.20 \A1;.20 d 3/8"@ 0.20 V-C 4 d1/2" \A1;.20 d 3/8"@ 0.20 \A1;.17 Columna Columna Columneta de Amarre C-A Columneta de Amarre C-A Detalle de Muros Viga de amarre V-A 5 5 5 5 5 5 5 5 5 5 5 5 Junta e=1" Junta de Tecnopor Se colocarán columnetas con separación máxima de L= 2.60 m e=1" Viga VP/VS, o Aligerado Viga VP/VS, o Aligerado 5 5 5 5 Columneta de Amarre C-5 5 5 \A1;Colocar alambrón d\S1/4;" @ 4 hiladas 5 5 Junta de Tecnopor e=1" L L 5 5 \A1;2 Ø \S1/4;" \A1;Estribos: Ø \S1/4;" @ 0.15 m 0.15 0.15 V-A Esc: 1/25 V-D 4 d1/2" \A1;.15 d 3/8"@ 0.20 \A1;.17 PL-1 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 1/II 20x100 1II/IV V \A1;0.20 \A1;1.00 10 d 5/8" 10 d 1/2" 10 d 3/8" \A1;4 d 3/8" \A1;cada 0.20 \A1;.15 C-A \A1;.20 VC-02 (30x120) VC-03 (30x120) V-1 V-2 ESCALERA 2 V-1 VS-102 V-1 V-2 VS-202 PL-1 PL-2 20x100 20x100 5 5 C-3 C-3 C-3 PL-1 C-3 V-2 LLEGA ESCALERA 01 3ER TRAMO ESCALERA 01 VACIO ARRANCA ESCALERA 01 1ER TRAMO ESCALERA 01 CIMENTACION ESCALERA 02 CIMENTACION ASCENSOR LLEGA ESCALERA 02 3ER TRAMO ARRANCA ESCALERA 02 1ER TRAMO f'c = 210 Kg/cm2 - f'y = 4200 Kg/cm2 5 5 ESCALERA 1 - TRAMO 1 6 ESC. = 1/25 \A1;0.50-0.60 NIV. CIM. =-1.50 m \A1;0.10 2 Estribos de Ø 3 8 " .30 .30 1Ø 3/8" @ .20 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1Ø3/8" @ .20 Cimentacion 5 4 NIV. . =+/-0.00 m Relleno de arena blanca Vaciado de concreto simple 5 5 NIV. =+1.20 m 5 NIV. P.T. =+0.15 m 1Ø1/2" @ .20 5 5 5 5 PLACA PL-1 V-E ESCALERA 1 - TRAMO 2 ESC. = 1/25 NIV. =+3.65 m NIV. =+3.65 m NIV. =+3.65 m NIV. =+4.00 m 1Ø1/2" @ .20 1Ø1/2" @ .20 PLACA PL-1 C-1 20 21 22 21 22 23 24 25 26 27 28 29 30 1Ø3/8" @ .20 VP-101 NIV. =+3.65 m 5 PLACA PL-1 5 5 5 Losa aligerada NIV. =+5.25 m NIV. =+3.825 m 5 1Ø1/2" @ .20 1Ø1/2" @ .20 LLEGADA A VIGA LLEGADA A PLACA ESCALERA 1 - TRAMO 3 ESC. = 1/25 5 VP-101 NIV. =+5.25 m PRIMER NIVEL SEGUNDO NIVEL 4 5 1Ø3/8" @ .20 1Ø1/2" @ .20 1 2 3 8 9 6 7 PLACA PL-1 5 LLEGADA A PLACA Losa aligerada ESCALERA 1: PRIMER A SEGUNDO NIVEL ESCALERA 1 - TRAMO 1 ESC. = 1/25 SEGUNDO A TERCER NIVEL (TIPICO) 5 11 12 13 14 15 16 17 18 1Ø3/8" @ .20 VP-101 NIV. =+3.65 m PLACA PL-1 5 Losa aligerada NIV. =+8.05 m NIV. =+6.83 m 5 1Ø1/2" @ .20 ESCALERA 1 - TRAMO 2 ESC. = 1/25 5 SEGUNDO NIVEL 5 10 NIV. =+6.83 m 9 V-E NIV. =+6.83 m LLEGADA A VIGA ESCALERA 2 - TRAMO 1 ESC. = 1/25 ESCALERA 2: PRIMER A SEGUNDO NIVEL NIV. CIM. =-0.70 m 5 NIV. P.T.=+0.15 m V-E 4 5 1 2 3 8 9 6 7 10 5 5 5 NIV. =+1.85 m V-E NIV. =+1.85 m 5 5 16 15 19 18 17 12 11 14 13 10 20 NIV. =+3.60 m V-E Albañileria VS-102 5 5 f'c = 210 Kg/cm2 - f'y = 4200 Kg/cm2 ESCALERA 2 - TRAMO 2 ESCALERA 2 - TRAMO 3 1Ø3/8" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 Losa aligerada NIV. P.T.=+5.25 m 1Ø1/2" @ .20 1Ø1/2" @ .20 f'c = 210 Kg/cm2 - f'y = 4200 Kg/cm2 5 20 NIV. =+3.60 m V-E Albañileria VS-102 1Ø1/2" @ .20 1Ø1/2" @ .20 5 SEGUNDO NIVEL PRIMER NIVEL 24 25 21 22 23 28 29 26 27 30 1Ø1/2" @ .20 1Ø1/2" @ .20 V-03 5 5 7 6 8 3 2 5 4 1 NIV. =+6.65 m V-E Albañileria VS-102 ESCALERA 2 - TRAMO 1 1Ø3/8" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 NIV. P.T.=+5.25 m SEGUNDO NIVEL Losa aligerada 5 5 5 15 14 16 9 8 13 12 NIV. P.T.=+ 8.20 m ESCALERA 2 - TRAMO 2 1Ø3/8" @ .20 1Ø1/2" @ .20 5 V-E AZOTEA Losa aligerada 5 1Ø1/2" @ .20 f'c = 210 Kg/cm2 - f'y = 4200 Kg/cm2 ESC. = 1/25 ESCALERA 2: SEGUNDO A TERCER NIVEL (TIPICO) Albañileria VS-102 1 Ø 5/8" @ 0.20 1 Ø 5/8" @ 0.20 NIV. P.T. =+0.15 m PRIMER NIVEL 1 Ø 5/8" @ 0.20 1 Ø 5/8" @ 0.20 5 5 1 Ø 5/8" @ 0.20 1 Ø 5/8" @ 0.20 5 1 Ø 5/8" @ 0.20 1 Ø 5/8" @ 0.20 1 Ø 5/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X ESC. = 1/25 ASCENSOR CORTE X-X 5 5 5 5 5 X X CIMENTACION PLACA DE ASCENSOR PL-2 NIV. C. =-1.95 m PLANTA TECHO Escala : 1/25 SECCIONES Escala 1/25 t-t Ø1/4"@ 0.10 2Ø3/8" 0.20 10 4Ø1/2" Ø3/8", u-u 0.20 1@0.05,4@0.10,R@0.15 \A1;0.60 DETALLE DE TAPA \A1;0.70 \A1;0.05 .05 .05 .40 .50 .30 DETALLE DE CAJA DE REBOSE CISTERNA f'c = 210 kg/cm2 fy = 4200 kg/cm2 Sobrecarga tapa = 200 kg/m2 4 Ø 3/8" 4 Ø 3/8" 2 Ø 3/8" 1 Ø 3/8" @ 0.125 Escala : 1/25 CORTE X-X Escala : 1/25 5 N.F.C. -2.85 N.F.Cist. - 3.00 N.P.T. + 0.15 5 5 5 5 5 2% 2% 2% 5 5 5 5 5 5 N.T.Cist. + 0.15 N.F.Cist. - 3.00 3.48X4.77X2.20 Ø1/2"@20 Ø1/2"@20 Ø1/2"@20 Ø1/2"@20 Ø1/2"@20 5 5 5 5 5 Ø1/2"@20 Ø1/2"@20 Ø1/2"@20 CISTERNA 1Ø1/2" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 5 5 5 5 1Ø1/2" @ .20 X X u u t t PL-2 PL-2 PL-2 ASCENSOR PL-2 ASCENSOR 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 V-2 PL-1 C-3 V-2 LLEGA ESCALERA 01 2DO TRAMO ESCALERA 01 VACIO ARRANCA ESCALERA 01 1ER TRAMO C-3 V-2 ESCALERA 2 ESCALERA 02 1ER TRAMO ESCALERA 02 2DO TRAMO C-3 C-3 C-3 C-1 5 D SOPORTE DE ESCALERA n.pt. = 1.85 m ESC:1/50 V-1 V-2 PL-1 C-3 V-2 LLEGA ESCALERA 01 2DO TRAMO ESCALERA 01 VACIO ARRANCA ESCALERA 01 1ER TRAMO V-1 V-2 PL-1 C-3 V-2 LLEGA ESCALERA 01 2DO TRAMO ESCALERA 01 VACIO ARRANCA ESCALERA 01 1ER TRAMO 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 ASCENSOR ASCENSOR LLEGA ARRANCA 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" V-2 ESCALERA 2 LLEGA ESCALERA 02 2DO TRAMO ARRANCA ESCALERA 02 1ER TRAMO 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" V-1 V-1 V-2 1 d 1/2" V-2 ESCALERA 2 LLEGA ESCALERA 02 2DO TRAMO ARRANCA ESCALERA 02 1ER TRAMO 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" VS-302 1 d 1/2" 1 d 1/2" V-1 V-2 1 d 1/2" V-2 ESCALERA 2 LLEGA ESCALERA 02 2DO TRAMO ARRANCA ESCALERA 02 1ER TRAMO V-1 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 5/8" @ 0.20 (Superior) 1 d 5/8" @ 0.20 (Superior) 5 5 H zapata = 0.60 m 1 d 5/8" @ 0.20 (Inferior) 1 d 5/8" @ 0.20 (Inferior) ASCENSOR 1 d 5/8" @ 0.20 (Superior) 1 d 5/8" @ 0.20 (Superior) 5 5 H zapata = 0.60 m 1 d 5/8" @ 0.20 (Inferior) 1 d 5/8" @ 0.20 (Inferior) NIVEL I/II 6 Ø 5/8" 6 Ø 5/8" 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X PLACA DE ASCENSOR PL-2 6 Ø 1/2" 6 Ø 1/2" ESC. = 1/25 NIVEL III/IV/V Garganta e = 0.13 Garganta e = 0.13 Garganta e = 0.13 Garganta e = 0.13 Garganta e = 0.13 Garganta e = 0.13 Garganta e = 0.13 V-E 4 d5/8" 4 d5/8" \A1;.15 .35 1 @ 0.05, 6 @ 0.10, r @ 0.15 d 3/8: V-03 \A1;0.30 5 5 5 5 \A1;0.30 Ø1/2"@20 \A1;0.20 u u v v 4Ø5/8" Ø3/8", v-v 0.20 1@0.05,4@0.10,R@0.15 \A1;0.30 .20 .20 \A1;0.50 a-a / b-b 0.15 0.10 VARIABLE NPT 0.15 COMPACTADA ARENA 0.30 1 d3/8"@.30 1 d3/8"@.30 NIVEL CIM.= -1.50 NTN E = 1/25 0.50 / 0.40 0.35 0.70 a a b b \A1;0.50 a a 5 ESC. = 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 5 5 C-3 5 5 V-2 5 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" V-2 V-2 5 5 5 5 5 5 5 5 5 5 5 5 5 C-3 1 /II 20x40 \A1;0.40 \A1;0.20 1II/IV V 20x40 20x40 Estribos Ø 3/8": 1 @ 0.05, 6 @ 0.10, 1 @ 0.15, r @ 0.20 6 d 5/8" 6 d 1/2" 6 d 3/8" 10 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.40 ESC. = 1/25 5 5 5 5 5 5 5 5 5 a a 5 5 5 5 5 5 5 5 5 5 V-2 V-2 V-03 5 0.175 NIV. P.T.=+11.00 m CUARTO NIVEL 5 5 7 6 8 3 2 5 4 1 NIV. =+12.40 m V-E Albañileria VS-102 1Ø3/8" @ .20 1Ø1/2" @ .20 1Ø1/2" @ .20 Losa aligerada 5 5 Garganta e = 0.13 V-03 ESCALERA 2 - TRAMO 1 TERCER NIVEL NIV. P.T.=+ 8.20 m 5 NIV. =+9.60 m NIV. =+6.65 m NIV. =+12.40 m NIV. =+9.60 m CUARTO NIVEL TERCER NIVEL NIV. P.T.=+11.00 m NIV. P.T.=+13.80 m 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel, Other
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Tags	autocad, beams, commercial, courts, DETAIL, details, DWG, earthquake resistant structure, erdbebensicher strukturen, FOUNDATION, Hotel, levels, lightened, plane, seismic structures, stairs, structures, strukturen