Cooperative Slabs Tarapoto DWG Block for AutoCAD

Cooperative Slabs Tarapoto DWG Block for AutoCAD

Plane Slabs Cooperativa San Martin, Tarapoto.

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

foundation, vehicular access, parking yard, basement foundation, construction line project, old construction line, lower steel distribution, basement, upper steel distribution, detail plate in cut, finished floor, solid floor slab first floor, vacuum, duct in elevator, elevator box, elevator, duct, duct, basement foundation, project:, date :, owner :, floor :, lamina:, revised: tlf :, ing. augusto ramirez reategui, solid slab first floor, solid second floor slab, independent access to auditorium, access to coopac, solid slab plane basement – transversal steel, municipal retreat, disabled ramp access, land boundary line, ochavo line, vault , solid slab first floor, revised:, empty on basement, solid slab floor plan – longitudinal steel, elevator cabin projection, as.principal according to design, concrete strength according to specification, solid first floor slab, lightweight third floor slab, lightweight slab fourth floor, light slab roof, lightweight roof slab, solid floor second floor plan, third floor lightweight slab floor, fourth floor lightweight slab floor

Raw text data extracted from CAD file:

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\A1;3.40 \A1;15.95 \A1;1.40 \A1;1.95 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.50 \A1;1.00 \A1;1.00 \A1;.90 \A1;.62 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.00 \A1;1.20 \A1;2.00 \A1;5.20 \A1;8.00 \A1;8.00 \A1;5.20 \A1;3.65 \A1;FRANJA 3 = 8.00 \A1;FRANJA 1= 3.00 \A1;FRANJA 2=6.20 \A1;FRANJA 4 =6.60 \A1;FRANJA 5 = 2.60 \A1;FRANJA 6 =4.25 \A1;FRANJA 7 =7.00 \A1;.60 \A1;.50 \A1;4.50 \A1;.50 \A1;2.70 \A1;1.83 \A1;3.80 \A1;.60 \A1;2.40 \A1;.50 \A1;.10 \A1;.50 \A1;.10 \A1;.50 \A1;.05 \A1;1.10 \A1;.90 \A1;1.45 \A1;45° \A1;45° \A1;.75 \A1;.25 \A1;3.30 \A1;.25 \A1;.25 \A1;3.30 \A1;.25 \A1;5.20 \A1;8.00 \A1;8.00 \A1;5.20 \A1;8.10 \A1;.50 \A1;.60 \A1;.50 \A1;.50 \A1;FRANJA 3 = 8.00 \A1;FRANJA 2=6.20 \A1;FRANJA 4 =6.60 \A1;FRANJA 5 = 2.60 \A1;FRANJA 1= 3.00 \A1;.50 \A1;.50 \A1;3.40 \A1;3.35 \A1;1.35 \A1;4.50 \A1;1.55 \A1;FRANJA 9 = 2.25 \A1;FRANJA 8 = 4.00 \A1;FRANJA 3 = 8.00 \A1;FRANJA 2=6.20 \A1;FRANJA 4 =6.60 \A1;FRANJA 5 = 2.60 \A1;FRANJA 6 =4.2500 \A1;FRANJA 7 =7.00 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\A1;.55 \A1;1.55 \A1;.60 \A1;4.88 \A1;.55 \A1;7.43 \A1;.40 \A1;.55 \A1;4.33 \A1;.65 \A1;2.35 \A1;.60 \A1;3.40 \A1;.65 \A1;7.40 \A1;.55 \A1;4.42 \A1;.50 \A1;.55 \A1;4.33 \A1;.65 \A1;2.35 \A1;.60 \A1;3.40 \A1;.65 \A1;7.40 \A1;.55 \A1;4.42 \A1;.50 \A1;1.00 \A1;5.20 \A1;2.99 \A1;3.07 \A1;1.94 \A1;8.00 \A1;3.60 \A1;1.60 \A1;26.40 \A1;.30 \A1;3.00 \A1;.30 \A1;1.85 \A1;2.75 \A1;.50 \A1;3.70 \A1;.40 \A1;2.75 \A1;.40 \A1;1.09 \A1;1.09 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.80 CIMENTACION ACCESO VEHICULAR NPT=-1.20 PATIO DE ESTACIONAMIENTO CIMENTACION SOTANO 5 5 5 5 1 2 3 4 7 H C A D E G 1 C1 C2 C4 C3 C7 C8 C9 C10 C14 C12 C11 C16 NPT=-2.30 NPT=-2.15 NPT=-2.30 NPT=-2.30 NPT=-2.30 NPT=-2.30 C17 LINEA DE CONSTRUCCION PROYECTO LINEA DE CONSTRUCCION ANTIGUA 5 ZM C12 C15 FRANJA 3 = 8.00 FRANJA 1= 3.00 FRANJA 2=6.20 FRANJA 4 =6.60 FRANJA 5 = 2.60 FRANJA 6 =4.25 FRANJA 7 =7.00 ESC:1/75 DISTRIBUCION ACERO INFERIOR d5/8"@0.15,L=9.00 d5/8"@0.15,L=4.50 5 d5/8"@0.15,L=9.00 d5/8"@0.15,L=4.50 d5/8"@0.15,L=5.80 d5/8"@0.175,L=9.00 d5/8"@0.175,L=9.00 d5/8"@0.175,L=9.00 d5/8"@0.175,L=4.50 d5/8"@0.175,L=4.50 5 d5/8"@0.20,L=9.00 d5/8"@0.20,L=4.50 d5/8"@0.20,L=9.00 d5/8"@0.20,L=4.50 d5/8"@0.20,L=4.500 5 5 5 5 t=90cm t=90cm t=70cm 5 6 7 8 5 4 9 d1/2"@0.35 SOTANO C13 C23 d5/8"@0.15,L=3.50 d5/8"@0.20,L=5.80 d5/8"@0.15,L=5.80 d5/8"@0.175,L=4.50 d5/8"@0.15,L=3.50 d5/8"@0..20,L=3.50 1° PISO 5 5 5 5 d5/8"@0.20,L=9.00 d5/8"@0.20,L=4.50 d5/8"@0.15,L=3.50 d5/8"@0.20,L=3.50 d5/8"@0.15,L=5.80 d5/8"@0.15,L=3.50 2 3 ACCESO VEHICULAR CIMENTACION SOTANO C1 C2 C4 C5 C3 C6 C7 C8 C9 C10 NPT=-2.30 NPT=-2.15 NPT=-2.30 NPT=-2.30 NPT=-2.30 NPT=-2.30 LINEA DE CONSTRUCCION PROYECTO LINEA DE CONSTRUCCION ANTIGUA C20 ESC:1/75 DISTRIBUCION ACERO SUPERIOR d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado t=90cm t=90cm t=90cm 5 d5/8"@0.30alter. d5/8"@0.175 alter. 5 5 5 d5/8"@0.30alter. 5 5 5 d5/8"@0.175 alter. 5 5 5 5 5 5 5 5 5 DETALLE PLATEA EN CORTE Piso terminado NPT=-2.30 PLANO DE LOSA MACIZA PRIMER PISO VACIO DUCTO EN ASCENSOR 5 5 5 5 5 1 2 3 4 9 H D A VACIO VS3'(.10X0.40) d5/8"@0.125,L=4.50 d5/8"@0.15 L=1.80 d5/8"@0.20 L=1.80 d5/8"@0.15,L=9.00 d5/8"@0.15,L=4.50 d5/8"@0.15,L=5.80 d5/8"@0.15,L=3.50 alternado d5/8"@0.15,L=3.50 d5/8"@0.15 L=1.80 d5/8"@0.15,L=9.00 d5/8"@0.15,L=4.50 d5/8"@0.15,L=1.80 d5/8"@0.15,L=9.00 5 5 d5/8"@0.15,L=4.50 5 5 d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=4.80 alternado FRANJA 3 = 8.00 FRANJA 2=6.20 FRANJA 4 =6.60 FRANJA 5 = 2.60 FRANJA 1= 3.00 5 5 d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.125,L=4.50 d5/8"@0.125,L=4.50 d5/8"@0.125,L=4.50 C18 C19 C20 C21 d5/8"@0.15 L=1.80 d5/8"@0.15,L=9.00 d5/8"@0.15,L=6.10 t=90cm 5 5 5 5 5 d5/8"@0.125,L=4.50 d5/8"@0.125,L=4.50 d5/8"@0.175,L=9.00 d5/8"@0.175,L=4.50 d5/8"@0.175,L=1.80 d5/8"@0.175,L=9.00 d5/8"@0.175,L=4.50 FRANJA 9 = 2.25 FRANJA 8 = 4.00 FRANJA 3 = 8.00 FRANJA 2=6.20 FRANJA 4 =6.60 FRANJA 5 = 2.60 FRANJA 6 =4.2500 FRANJA 7 =7.00 FRANJA 9 = 2.25 FRANJA 8 = 4.00 5 5 5 5 5 5 ACCESO VEHICULAR H C A D E G C17 CAJA DE ASCENSOR C18 C19 t=90cm 5 5 5 5 5 d5/8"@0.15 L=1.80 C5 d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=4.80 alt. d5/8"@0.30,L=9.00 alt. 6 7 8 5 4 9 d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=1.20 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=1.20 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8",L=1.20 d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=9.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=4.80 alternado d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=3.00 alt. d5/8",L=1.20 d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=3.00 alternado d5/8"@0.30,L=3.00 alt. C14 C11 C16 C12 C15 C13 d5/8"@0.175,L=1.80 d5/8"@0.175,L=1.80 d5/8"@0.175,L=1.80 d5/8"@0.175,L=1.80 d5/8",L=2.70 d5/8",L=2.70 d5/8",L=2.70 5 C23 5 5 5 5 5 5 5 ASCENSOR 5 5 5 5 5 5 SOT-0 1ERA-1 2DA-2 3RA-3 4TA-4 AZO-5 DUCTO C1 5 5 VACIO ducto DUCTO EN ASCENSOR 5 5 DUCTO C1 5 5 5 5 5 1 2 3 4 9 H D A VACIO VS3'(.10X0.40) 2d1/2", L=1.50 5 DUCTO EN ASCENSOR 5 5 DUCTO C1 ducto 5 5 5 5 5 1 2 3 4 9 H D A VACIO VS3'(.10X0.40) DUCTO EN ASCENSOR 5 5 DUCTO C1 NPT=+10.40 ducto DUCTO NPT=+13.90 NPT=+13.90 COOPAC " SAN MARTIN DE PORRES" CIMENTACION SEMISOTANO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-01` LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI COOPAC " SAN MARTIN DE PORRES" CIMENTACION SEMISOTANO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-01 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI COOPAC " SAN MARTIN DE PORRES" LOSA MACIZA PRIMER PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-03 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI COOPAC " SAN MARTIN DE PORRES" LOSA MACIZA DE SEGUNDO PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-04 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI C6 C22 C22 C21 C24 C24 NPT=±0.00 NPT=+0.70 ACCESO INDEPENDIENTE A AUDITORIO JIRON MAYNAS CDRA. 01 JIRON JIMENEZ PIMENTEL CDR. 01 ACCESO A COOPAC PLANO DE LOSA MACIZA SOTANO - ACERO TRANSVERSAL 1 2 3 4 DUCTO RETIRO MUNICIPAL ACCESO RAMPA DISCAPACITADOS LINEA LIMITE DEL TERRENO LINEA DE CONSTRUCCION ANTIGUA NPT=±0.00 NPT=-0.80 NPT=-0.80 NPT=±0.00 LINEA DE OCHAVO 5 ACCESO VEHICULAR C1 C2 C4 C3 C7 C8 C9 C10 C14 C12 C11 C16 C17 LINEA DE CONSTRUCCION PROYECTO LINEA DE CONSTRUCCION ANTIGUA C12 C15 C13 C23 C18 C19 C20 C5 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 ASCENSOR 5 5 BOVEDA 5 COOPAC " SAN MARTIN DE PORRES" LOSA MACIZA PRIMER PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-02` LAMINA: REVISADO: ING. AUGUSTO RAMIREZ REATEGUI 1 2 3 4 5 1 2 3 4 NPT=-0.83 NPT=-0.83 NPT=±0.00 NPT=±0.00 NPT=+0.70 NPT=+0.70 VACIO SOBRE SOTANO ACCESO INDEPENDIENTE A AUDITORIO JIRON MAYNAS CDRA. 01 JIRON JIMENEZ PIMENTEL CDR. 01 ACCESO A COOPAC PLANO DE LOSA MACIZA SOTANO - ACERO LONGITUDINAL 1 2 3 4 DUCTO RETIRO MUNICIPAL ACCESO RAMPA DISCAPACITADOS LINEA LIMITE DEL TERRENO LINEA DE CONSTRUCCION ANTIGUA NPT=±0.00 proyección cabina ascensor NPT=-0.83 NPT=-0.80 NPT=±0.00 LINEA DE OCHAVO 5 A1 NPT=+0.70 A3 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 DETALLE TIPICO DE LOSA MACIZA h= .18 As.Principal segùn diseño Resistencia del concreto segùn especificaciòn ACCESO VEHICULAR C1 C2 C4 C3 C7 C8 C9 C10 C14 C12 C11 C16 C17 LINEA DE CONSTRUCCION PROYECTO LINEA DE CONSTRUCCION ANTIGUA C12 C15 t=70cm C13 C23 C18 C19 C20 C21 C5 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 1d5/8" @.175, L=9.00 1d1/2" @.30, L=5.40 1d1/2" @.30, L=9.00 1d1/2" @.30, L=4.60 1d5/8" @.25, L=5.40 5 1d5/8" @.25, L=7.85 ASCENSOR 5 5 BOVEDA 5 COOPAC " SAN MARTIN DE PORRES" LOSA MACIZA PRIMERA PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-02 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI 1 2 3 4 5 1 2 3 4 NPT=-0.83 NPT=±0.00 NPT=+0.70 NPT=+0.70 NPT=+0.70 NPT=+0.70 5 1d1/2" @.20, L=1.80 1d5/8" @.30, L=3.40 1d1/2" @.25, L=1.80 1d1/2" @.30, L=1100 1d1/2" @.30, L=5.40 1d1/2" @.25, L=5.70 1d1/2" @.15, L=1.60 5 5 5 5 1d5/8" @.30, L=5.60 1d1/2" @.30, L=2.30 1d1/2" @.30, L=9.00 1d1/2" @.30, L=5.40 1d1/2" @.25, L=5.70 1d1/2" @.15, L=1.60 5 5 5 5 1d1/2" @.30, L=5.60 1d1/2" @.30, L=2.30 5 5 5 5 5 5 5 5 5 5 5 5 1d5/8" @.25, L=3.40 1d5/8" @.25, L=3.40 5 5 1d5/8" @.175, L=8.50 1d5/8" @.175, L=9.00 1d1/2" @.30, L=5.40 1d1/2" @.30, L=9.00 1d1/2" @.30, L=4.00 1d5/8" @.25, L=5.40 1d5/8" @.25, L=7.85 1d1/2" @.20, L=1.80 1d5/8" @.30, L=3.40 1d1/2" @.25, L=1.80 5 5 5 5 5 5 5 5 5 5 5 5 1d5/8" @.25, L=3.40 1d5/8" @.25, L=3.40 5 5 1d1/2" @.30, L=5.60 1d1/2" @.30, L=9.00 1d1/2" @.25, L=3.70 1d1/2" @.35, L=9.00 1d1/2" @.35, L=9.00 1d1/2" @.35, L=9.00 1d5/8" @.35, L=1.80 1d5/8" @.35, L=9.00 1d5/8" @.175, alternado C24 C24 1d1/2" @.35, L=9.00 .18 1d5/8" @.35, L= 4.50 5 5 1d5/8" @.35, L= 5 5 1d5/8" @.35, L= 5 1d5/8" @.35, L= 5 1d5/8" @.175, L=2.40 1d5/8" @.175, L=2.40 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Principal segùn diseño Resistencia del concreto segùn especificaciòn .18 DETALLE TIPICO DE LOSA MACIZA h= .18 5 1d5/8" @.35, L=1.80 5 5 1d5/8" @.175, L=2.40 5 1d5/8" @.175, L=2.40 5 5 5 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5 5 VP-3'-0_30x60 VS-3-0_40x50 VCH-3-0_40X17 VS-2-0_60x50 VS-1-0_60x50 VP-2-0_40x60 VP-3-0_40x60 VP-4-0_40x60 VP-1-0_40x60 VP-5-0_40x60 VP-A'-0_40x50 VCH 1-0_ 30X17 VCH-2-0_60x17 VP-D-0_40x60 VP-H-0_40x60 VP-A-0_40x60 VCH-4-0_50x17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@0.25 d1/2"@0.30 d1/2"@0.30 d1/2"@0.30 d1/2"@0.30 d1/2"@0.30 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5 5 5 d1/2"@0.25 d5/8"@0.25 5 d1/2"@0.25 d5/8"@0.25 5 F H C A D E G B 5 5 5 5 5 5 F H C A D E G B 5 5 5 5 5 5 F H C A D E G 5 5 5 5 5 5 F H C A D E G 5 5 5 5 5 5 F H C A D E G 5 5 5 5 5 5 F H C A D E G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 3' 2'' 2' 1' 6 7 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 3' 2'' 2' 1' 6 7 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 1' 6 7 5 5 5 5 5 5 5 5 1 2 3 4 5 3' 2'' 2' 1' 6 7 5 5 1 2 3 2' 1' 1 2 3 4 5 3' 2'' 2' 1' 6 7 5 5 B B B B VCH 1-1_ 30X18 VCH-2-1_30x18 VS-2-1_60x50 VS-1-1_60x50 VP-2-1_40x60 VP-3-1_40x60 VP-4-1_40x60 VP-D-1_40x60 VP-1-1_40x60 VP-5-1_40x60 VP-H-1_40x60 VP-A-1_40x60 VP-A'-1_40x50 VP-3'-0_30x60 VS-3-0_40x50 VCH-3-0_40X17 VS-2-0_60x50 VS-1-0_60x50 VP-2-0_40x60 VP-3-0_40x60 VP-4-0_40x60 VP-1-0_40x60 VP-5-0_40x60 VP-A'-0_40x50 VCH 1-0_ 30X17 VCH-2-0_60x17 VP-D-0_40x60 VP-H-0_40x60 VP-A-0_40x60 VCH-4-0_50x17 5 H A D B 5 5 5 5 H A D B 5 5 5 5 H A D B 5 5 5 5 H A D B 5 5 5 5 1 2 3 4 5 1' 6 7 5 5 5 5 5 5 5 5 5 2Y 1 2 3 4 5 1' 6 7 5 5 5 5 5 5 5 5 5 2Y 2Y 2Y 5 5 5 5 5 1 2 3 4 7 5 1 2 3 4 5 2'' 2' 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 2'' 2' 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H A D B 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 5 5 5 5 5 1 2 3 4 5 2'' 2' 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2Y 2Y 2Y 2' C' VS-3-1_30x60 VS-2-1_30X60 VS-1-1_25X60 VP-7-1_40x60 VCH 1-2_ 30X18 VCH-2-2_30x18 VP-2-2_40x60 VP-3-2_40x60 VP-4-2_40x60 VP-D-2_40x60 VP-1-2_40x60 VP-5-2_40x60 VP-H-2_40x60 VP-A-2_40x60 VP-A'-2_40x50 VS-3-2_30x60 VS-2-2_30X60 VS-1-2_25X60 VP-7-2_40x60 VCH 1-3_ 30X17 VCH-2-3_30x17 VP-2-3_40x60 VP-3-3_40x60 VP-4-3_40x60 VP-D-3_40x60 VP-1-3_40x60 VP-5-3_40x60 VP-H-3_40x60 VP-A-3_40x60 VP-A'-3_40x50 VS-3-3_30x60 VS-2-3_30X60 VS-1-3_25X60 VP-7-3_40x60 VCH 1-4_ 30X18 VCH-2-4_30x18 VP-2-4_40x60 VP-3-4_40x60 VP-4-4_40x60 VP-D-4_40x60 VP-1-4_40x60 VP-H-4_40x60 VP-A-4_40x100 VP-A'-4_40x50 VS-2-4_30X60 VS-1-4_25X60 VP-7-4_40x60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@0.30 d1/2"@0.30 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5 5 5 d5/8"@0.25 5 VS-1-1_60x50 5 5 5 d5/8"@0.25 d5/8"@0.25 5 VCH-3-2_40X18 5 5 5 5 d5/8"@0.25 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d1/2"@0.40 5 5 5 5 d5/8"@0.40 d5/8"@0.40 5 5 5 d5/8"@0.40 VP-5-3_40x60 5 5 5 5 5 d1/2"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 5 5 5 5 d5/8"@0.40 5 COOPAC " SAN MARTIN DE PORRES" LOSA ALIGERADA TERCER PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-05 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI COOPAC " SAN MARTIN DE PORRES" LOSA ALIGERADA CUARTO PISO LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-06 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI C12 NPT=-2.30 LINEA DE CONSTRUCCION PROYECTO LINEA DE CONSTRUCCION ANTIGUA C12 C13 d5/8"@0.15,L=5.80 d5/8"@0.15,L=3.50 5 5 5 5 d1/2"@0.40 d1/2"@0.40 d1/2"@0.40 d1/2"@0.40 d1/2"@0.40 5 5 5 d5/8"@0.40 d5/8"@0.40 5 As.Tº\fArial|b0|i0|c0|p34; d1/4"@.25 As.(-)Principal segùn diseño 5 5 5 5 5 5 5 5 5 Ladrillo de concreto 6 huecos o Tecknoport Resistencia del concreto segùn especificaciòn As.(+)Principal segùn diseño 5 As.Tº\fArial|b0|i0|c0|p34; d1/4"@.25 As.(-)Principal segùn diseño 5 5 5 5 5 5 5 5 5 Ladrillo de concreto 6 huecos o Tecknoport Resistencia del concreto segùn especificaciòn As.(+)Principal segùn diseño t=70cm t=70cm t=70cm C21 C7 C8 C9 C10 C14 C11 C16 C17 C12 C15 C13 C23 C18 C19 C20 C21 C7 C8 C9 C10 C14 C11 C16 C17 C12 C15 C13 C23 C18 C19 C20 C7 C8 C9 C10 C14 C11 C16 C17 C12 C15 C13 C23 C18 C19 C20 C21 C7 C8 C9 C10 C14 C11 C16 C17 C12 C15 C13 C23 C18 C19 C20 C21 C7 C4 C3 C5 C6 C6 C6 C6 C6 C6 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Principal segùn diseño Resistencia del concreto segùn especificaciòn .18 DETALLE TIPICO DE LOSA MACIZA h= .18 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Principal segùn diseño Resistencia del concreto segùn especificaciòn .18 DETALLE TIPICO DE LOSA MACIZA h= .18 18x60 C22 C22 C2 C4 C3 C5 C24 5 V CH 4-2_ 30X18 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 C5 C2 C4 C3 C5 5 5 C2 C4 C3 C5 C17 C24 d5/8"@0.40 d1/2"@0.40 40x20 d1/2"@0.40 d5/8"@0.40 5 d1/2"@0.40 d1/2"@0.40 d1/2"@0.40 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5 d1/2"@0.40 5 d5/8"@0.40 d1/2"@0.40 C24 d1/2"@0.40 5 d5/8"@0.40 5 5 5 d5/8"@0.40 5 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 C2 C4 C3 C5 5 VS-3-4 PLANO DE LOSA ALIGERADA AZOTEA 5 5 5 5 5 1 2 3 4 9 H D A VS3'(.10X0.40) 5 5 DUCTO C1 F H C A D E G 5 5 5 5 5 5 5 5 1 2 3 4 5 3' 2'' 2' 1' 6 7 B 2' VP-H-5_25x40 VP-7-5_25x40 COOPAC " SAN MARTIN DE PORRES" LOSA ALIGERADA DE AZOTEA LOCAL PRINCIPAL COOPAC "SAN MARTIN DE PORRES"- SEDE TARAPOTO PROYECTO : FECHA: JULIO-2008 PROPIETARIO: PLANO: ESCALA: 1/75 E-07 LAMINA: REVISADO: TLF: ING. AUGUSTO RAMIREZ REATEGUI 5 As.Tº\fArial|b0|i0|c0|p34; d1/4"@.25 As.(-)Principal segùn diseño 5 5 5 5 5 5 5 5 5 Ladrillo de concreto 6 huecos o Tecknoport Resistencia del concreto segùn especificaciòn As.(+)Principal segùn diseño C10 C18 C19 C20 C24 d1/2"@0.40 C4 C3 C5 5 5 d1/2"@0.40 d1/2"@0.40 NPT=+13.90 d1/2"@0.40 5 5 d1/2"@0.40 d1/2"@0.40 PLANO DE LOSA MACIZA SEGUNDO PISO PLANO DE LOSA ALIGERADA DE TERCER PISO PLANO DE LOSA ALIGERADA DE CUARTO PISO 5 d1/2"@0.40 5 5 d1/2"@0.40 d1/2"@0.40 5 5 d1/2"@0.40 d1/2"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 5 5 5 d1/2"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 d5/8"@0.40 3' As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5 DUCTO d1/2"@0.30 d1/2"@0.30 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 5 5 d5/8"@0.25 d1/2"@0.25 d1/2"@0.30 d1/2"@0.25 d5/8"@0.25 As.T\fArial|b0|i0|c0|p32;º\fArial|b0|i0|c0|p34; d3/8"@.35\H1.1111x; 5 5 d5/8"@0.25 5 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 d5/8"@0.25 4' V CH 4-2_ 30X18 V CH 4-2_ 30X18 VCH-3-2_40X18 VCH-3-2_40X18 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 d1/2"@0.40 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 As.Tº\fArial|b0|i0|c0|p34; d3/8"@.35 5

Language	Spanish
Drawing Type	Block
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Elevator, Parking
Tags	autocad, block, city hall, civic center, community center, cooperative, DWG, martin, plane, san, slabs, tarapoto