Industrial Warehouse Mezzanine DWG Plan for AutoCAD

Plan view and elevation of a proposed mazaninne in a warehouse .. bridge crane

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

n.p.t., n.f.p., nave c, —, reinforcement, pedestal, poor concrete, existing fill, formwork, section, detail, n.t.p., n.t.c., section – b, n. garden, court – l, shoe, sub-shoe, similar tubest

Raw text data extracted from CAD file:

\A1;6360 \A1;6350 \A1;6370 \A1;6366 \A1;6362 \A1;6350 \A1;6380 \A1;6333 \A1;50871 \A1;6924 \A1;6153 \A1;6634 \A1;19710 \A1;5000 \A1;5000 \A1;5000 \A1;4710 \A1;9200 \A1;9200 \A1;15000 \A1;3000 \A1;3550 \A1;2701 \A1;2300 \A1;5323 \A1;1850 \A1;2256 \A1;1391 \A1;7745 \A1;4700 \A1;1000 \A1;1800 \A1;4800 3 A N.P.T. N.F.P. A A \A1;5300.00 \A1;5300.00 \A1;5300.00 \A1;20000.00 1200 1600 \A1;0.40 \A1;1.15 \A1;180000 \A1;125000 \A1;300.01 \A1;d5/8″@250 d3/8″@100 \A1;200 (MIN.) 250 600 1000 \A1;225011 1000 \A1;125006 \A1;5300 \A1;5300 \A1;5300 \A1;5300 \A1;5300 \A1;5300 \A1;5300 \A1;5300 \A1;5300 1800 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;20.00 \A1;20.00 \A1;670000 \A1;300000 \A1;140000 \A1;140000 \A1;140000 \A1;125000 \A1;29000 \A1;29000 1600 1200 \A1;GROUT 25mm \A1;230012 \A1;280014 \A1;225011 \A1;350017 \A1;250013 \A1;275014 \A1;180009 \A1;300015 \A1;140007 \A1;140007 \A1;612031 \A1;229011 \A1;140007 \A1;125006 \A1;650032 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;20.00 \A1;20.00 \A1;5300 \A1;2900 \A1;2900 \A1;2900 \A1;1.20 \A1;1.60 \A1;1.50 \A1;1.80 \A1;700.00 1000 600 200 \A1;0.27 \A1;0.15 \A1;20.00 \A1;20.00 \A1;12265 \A1;520 \A1;186 1500 1800 1 A C 2 3 4 5 6 7 8 9 NAVE C 5 5 5 5 5 5 5 5 W18X50 W6X20 W6X20 W18X50 W18X50 W18X50 W18X50 W18X50 W18X50 W18X50 5 5 5 5 5 5 5 5 5 A A B B V-5 +3.00 +3.00 W18X50 W18X50 5 V-5 +3.00 W18X50 W18X50 5 V-5 V-5 \LCORTE A-A \LCORTE B-B 5 5 5 5 5 C A C A 5 5 5 5 5 5 5 5 5 TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ W18X50 W18X50 W18X50 W18X50 \LPeso de Mangas: 3 ton W18X50 W18X50 W18X50 W18X50 \LPeso sistema ciclones: 1 ton \LPUENTE GRUA: 3 ton W24X84 W24X84 W14X22 W14X22 \LDISEÑO DE MEZANINE 1 \LPESO a considerar: 700kg/m2 Altura de mezanine: 2.5 a 3m Peso de horno: 3.5ton (carga maxima de trabajo+horno en si) Considerar ademas: despalazamiento de carga y personal 1 2 3 4 A B 5 5 5 5 +0.10 d 1/4″ @ 0.30 Malla (Típico) — K — L — L 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) 1 2 3 4 5 6 7 8 9 10 11 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L C 8 AGUJ. d 7/8″ PL 1″ ESCALA: 1/25 DETALLE – 1 — 1 REFUERZO PEDESTAL C B 5 d5/8″@250 d3/8″@100 5 5 A PLANTA Z-1 200 (MIN.) f’c=100Kg/cm.+20% CONCRETO POBRE PIEDRA (6″ MAX.) RELLENO EXISTENTE ENCOFRADO 5 5 5 GROUT 25mm 8 PERNOS DE ANCLAJE d3/4″ PEDESTAL d3/8″@100 4 d5/8″ 4-3/4″d d3/8″@100 d 3/4″ 130 420 550 100 165 ANCLAJE DE PERNO (TIPICO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN A – DETALLE A – N.T.P. +0.35 N.T.C. +0.10 DETALLE A – DETALLE A – N.T.C. ±0.00 N.T.P. +0.35 N.T.C. ±0.00 L C L 1 2 3 4 5 6 7 8 9 10 11 A B C 5 5 5 5 5 5 5 5 5 5 5 5 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 W8x15 L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ L3x3x1/4″ 1 2 3 4 5 6 7 8 9 10 11 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.10 +0.10 JUNTA DE DILATACIÓN 0.03m. (Típico) JUNTA DE DILATACIÓN 0.03m. (Típico) d 1/4″ @ 0.30 Malla (Típico) d 1/4″ @ 0.30 Malla (Típico) — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — K — L — L — L — L — L — L — L — L — L — L — L — L — L — L — L — L — L 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 5 5 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 Z-2 H=0.70 FALSO PISO ARMADO H=0.15m. (Típico) Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 TIJERAL TM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 TENSORES d5/8″ (Típico) TENSORES d5/8″ (Típico) TENSORES d5/8″ (Típico) TENSORES d5/8″ (Típico) ESCALA: 1/25 SECCIÓN – B — B V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) V. CIM. -1 (.25x.40) FALSO PISO ARMADO (Ver CORTE-J) N. Jardín ESCALA: 1/25 CORTE – L — L C L V. CIM -1 (.25x.40) ZAPATA SUB-ZAPATA 5 5 5 5 5 5 5 5 5 \LCimentacion como construido 5 TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ TC 12″x3/8″ C C 5 5 \LCORTE C-C Plancha rolada de 4mm, material: Acero A36 Similar : perfil tubest Similar tubest 2 4 5 5