Deposit Of Dangerous Materials DWG Block for AutoCAD

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 6x6-6/6 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

Language	English
Drawing Type	Block
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	armazenamento, autocad, barn, block, celeiro, comercial, commercial, deposit, DWG, grange, materials, scheune, storage, warehouse