Deposit Of Dangerous Materials DWG Block for AutoCAD

Deposit of Dangerous Materials

Drawing labels, details, and other text information extracted from the CAD file:

wall foundation, general plan, foundation plan, roof framing plan, south elevation, west elevation, north elevation, metal downspout, gutter, chamfer join, metal, downspout, section a-a, f.f.l., purlin, insulation, metal deck, mtl roof, typ., metal flashin, metal coping, concrete pad, trench, concrete floor, hazardous, waste, storage, security, louver, east elevation, – notes –

Raw text data extracted from CAD file:

\A1;7.40 \A1;7.20 \A1;7.40 \A1;19.23 \A1;19.03 \A1;7.40 \A1;7.20 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.31 \A1;19.23 \A1;5.44 \A1;5.44 \A1;7.40 \A1;19.23 \A1;5.44 \A1;4.85 \A1;6.41 \A1;6.41 \A1;6.41 \A1;6.41 \A1;6.41 \A1;6.41 \A1;4.85 \A1;5.44 \A1;7.20 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;3.70 \A1;3.70 \A1;2.44 \A1;2.46 \A1;4.45 \A1;4.67 \A1;7.20 \A1;9.51 \A1;19.24 \A1;3.65 \A1;2.44 \A1;3.53 \A1;3.54 \A1;2.44 \A1;3.64 \A1;9.51 \A1;9.51 \A1;9.51 \A1;1.25 \A1;6.02 \A1;7.20 \A1;1.00 \A1;1.20 \A1;3.45 \A1;2.64 \A1;3.43 \A1;3.44 \A1;2.64 \A1;3.44 \A1;9.51 \A1;9.51 \A1;2.02 \A1;0.37 \A1;1.23 \A1;9.51 \A1;9.51 \A1;9.51 \A1;9.51 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.10 \A1;1.00 \A1;0.10 \A1;9.62 \A1;0.36 \A1;1.83 \A1;0.60 \A1;1.83 \A1;0.60 \A1;1.83 \A1;0.36 \A1;3.00 \A1;1.89 \A1;1.89 \A1;2.07 \A1;2.07 \A1;0.26 \A1;1.93 \A1;0.40 \A1;2.03 \A1;0.40 \A1;1.93 \A1;0.26 \A1;2.44 \A1;2.02 \A1;1.23 \A1;3.50 \A1;3.50 \A1;1.15 \A1;1.03 \A1;1.15 \A1;1.25 \A1;2.44 \A1;1.00 \A1;1.44 \A1;5.44 \A1;2.44 \A1;0.36 \A1;1.83 \A1;0.60 \A1;1.83 \A1;0.60 \A1;1.83 \A1;0.36 \A1;2.44 \A1;3.70 \A1;7.40 \A1;3.70 \A1;1.64 \A1;3.00 \A1;2.23 \A1;2.02 \A1;1.15 \A1;1.00 \A1;1.15 \A1;1.00 STIRR. #2 @ 0.25 4 #3 REBARS PILASTER #1 WALL FOUNDATION (C-1) 5 5 5 PILASTER #1 (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) (C-1) GENERAL PLAN FOUNDATION PLAN ROOF FRAMING PLAN 5 5 5 5 PURLIN 6MT-12 (TYP.) (TYP.) PURLIN 2-10MT-12 5 5 5 5 5 C.M.U. 8″ (TYP.) A A 5 5 5 5 SOUTH ELEVATION WEST ELEVATION 5 5 NORTH ELEVATION 5 METAL DOWNSPOUT GUTTER 5 5 5 5 5 5 CHAMFER JOIN ANG. 1 1/4″x1 1/4″x 1/4″ (TYP.) 5 5 METAL DOWNSPOUT SECTION A-A F.F.L. GUTTER SLOPE 3% 6MT-12 PURLIN 5.44 CHAMFER JOIN CHAMFER JOIN PURLING 6MT-12 ANG. 1 1/4″x1 1/4″x1/4″ (TYP.) (TYP.) INSULATION METAL DECK DETAIL 1 DETAIL 1 PURLIN 2-10MT-12 5 5 5 5 5 5 PILASTER #2 1#4 RE-BARS 5 5 5 5 4.45 4.67 F.F.L. F.F.L. F.F.L. (TYP.) MTL ROOF TYP. METAL FLASHIN METAL COPING TYP. CEMENT/SAND FINISH METAL COPING TYP. CEMENT/SAND FINISH CEMENT/SAND FINISH SLOPE .3% SLOPE .3% SLOPE .3% 5 5 19.24 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 PURLIN 2-10MT-12 0.60 CONCRETE PAD 0.30 GRID 1″ @ 0.25 RE- BARS # 3 6 RE-BARS #3 0.20 0.20 C.M.U. 8″ STIRR. # 2 @ 0.30 M. 0.20 TRENCH F.F.L. 0.10 CONCRETE FLOOR DETAIL 1 TRENCH TRENCH 0.05 (TYP.) PILASTER #2 (TYP) F.F.L. CONCRETE PAD 0.05 0.60 0.20 C.M.U. 8″ TRENCH RE- BARS # 3 @ 0.25 GRID 1″ 0.30 0.10 0.10 0.40 0.10 1.00 0.10 C.M.U. 8″ P.V.C. 4″d WIRE MESH 6×6-6/6 DETAIL 1 HAZARDOUS WASTE STORAGE 5 5 5 5 5 5 5 5 SLOPE .3% 5 5 5 5 5 5 5 5 5 5 5 0.26 5 SECURITY 5 5 5 5 5 5 5 5 5 5 5 5 (TYP.) LOUVER 5 0.36 5 5 5 5 5 5 5 5 EAST ELEVATION 5 F.F.L. 5 CHAMFER JOIN METAL COPING TYP. CEMENT/SAND FINISH 5 5 3.- FOUNDATION CONCRETE STRENGTH :f’c = 210 Kg/cm2 4.- RE-BARS STRENGTH: Fy = 4,200 Kg/cm2 2.- CONCRETE PAD: f’c = 100 Kg/cm2 1.- DIMENSIONS AND LEVELS IN METERS – NOTES – 5 5 5 5 5 5