Triple Level Home DWG Detail for AutoCAD

Triple Level Home DWG Detail for AutoCAD

HOME THREE LEVELS columns and structural details.

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

kitchen, bed, bath, drawing, porch, store, dress, sitting, lounge, room, cov terrace, ground floor plan, first floor plan, mumty plan, site plan, first floor block plan, mumty block plan, to main sewerage line, to main water suppl line, to main storm water line, balcony, r.c.c.slab, f.f.l, g.l, frront elevation, rear elevation, section at a-a, owner sig:, proposed design of a house, owner:-, certificate, schedule of area, schedule of opening, architect sig:, ground floor cov area, first floor cov area, mumty cov area, designed by the undersigned., capacityof the soil at this site., the islamabad region., line areeffectively connected with c.d.a., certified., main lines., dining, rear lawn, front lawn, main gate, key plan, ramp detail., road level, plinth protection level, boundry wall, plinth level, mumty, ground floor slab, first floor slab, detail of.o.h.w.tank, stairs detail, floor finish level., as per site., rcc column footing., variable, both ways., bars lap., ground level., mumty slab, stuctural design of a, islamabad, ground level, f.finish level, tie beam, beam, d.p.c, section of boundry wall, note, concrete contact with soil or water., owner sig, structural engineer sig:, drg no, date, detail of.u.g.w.tank

Raw text data extracted from CAD file:

\A1;5" \A1;3" \A1;3'-6" \A1;3" \A1;3" \A1;9" \A1;3'-0" \A1;6" \A1;9" \A1;3" \A1;9" \A1;3'-0" \A1;6" \A1;9" \A1;3" \A1;2'-0" \A1;3" \A1;3" \A1;9" \A1;3'-0" \A1;6" \A1;9" \A1;3" \A1;2'-0" \A1;11'-0" \A1;14'-9" \A1;6" \A1;6" \A1;2'-6" \A1;9" \A1;1'-1½" \A1;18" \A1;6" \A1;2'-0" \A1;18" \A1;9" \A1;6' \A1;6" \A1;5" \A1;18" \A1;18" \A1;18" \A1;18" \A1;76.5000 \A1;73.5000 \A1;150.0000 \A1;76.5000 \A1;150.0000 \A1;226.5000 \A1;73.5000 \A1;76.5000 \A1;76.5000 \A1;150.0000 \A1;150.0000 \A1;4' \A1;6" \A1;300.0000 \A1;60.0000 \A1;480.0000 \A1;60.0000 \A1;600.0000 \A1;300.0000 \A1;480.0000 \A1;300.0000 \A1;60.0000 \A1;480.0000 \A1;60.0000 \A1;600.0000 \A1;30.0000 \A1;30.0000 \A1;29.9896 \A1;18" \A1;120.0000 \A1;6.0000 \A1;120.0000 \A1;6.0000 \A1;84.0000 \A1;6.0000 \A1;12.0000 5 5 5 5 5 5 5 KITCHEN 5'-7½"X14'-0" BED 11'-9"X14'-0" BATH 5'-0"X8'-0" BATH 5'-0"X5'-7½" DRAWING 14'-0"X12'-0" PORCH 9'-6"X12'-9" STORE 5'-7½"X14'-0" BED 11'-9"X14'-0" BATH 5'-0"X8'-0" DRESS SITTING 11'-9"X11'-0" LOUNGE 11'-0"X11'-0" ROOM 14'-0"X12'-0" COV TERRACE 9'-6"X12'-9" up up dn GROUND FLOOR PLAN FIRST FLOOR PLAN MUMTY PLAN SITE PLAN FIRST FLOOR BLOCK PLAN MUMTY BLOCK PLAN D2 D2 D1 D3 D3 D1 D1 W1 W4 V1 W1 W3 D2 D2 D1 D3 D1 D1 W1 W4 V1 W1 W3 TO MAIN SEWERAGE LINE TO MAIN WATER SUPPL LINE TO MAIN STORM WATER LINE A 25'-0"X40'-0" B 25'-0"X40'-0" 5 5 5 5 5 \A1;2'-6" \A1;2'-6" BALCONY 5 5 5 r.c.c.slab r.c.c.slab r.c.c.slab 18" 5 5 5 5 5 5 5 F.F.L G.L FRRONT ELEVATION REAR ELEVATION SECTION AT A-A OWNER SIG: PROPOSED DESIGN OF A HOUSE OWNER:- CERTIFICATE A = 25'-0" X 40'-0" = 1000 .00 SFT TOTAL AREA PLOT 25'-0" X 50'-0" = 1250.00 SFT SCHEDULE OF AREA SCHEDULE OF OPENING D3 = 2' - 6" X 7'-0" D1 = 3' - 6" X 7'-0" W2 = 5' - 0" X 5'-0" W3 = 4' - 0" X 5'-0" ARCHITECT SIG: D2 = 3' - 0" X 7'-0" V1 = 3' - 0" X 2'-0" GROUND FLOOR COV AREA W4 = 2' - 3" X 3'-6" W1 = 8' - 0" X 5'-0" B = 25'-0" X 40'-0" = 1000.00 SFT FIRST FLOOR COV AREA MUMTY COV AREA C = 12'-6" X 12'-6" = 156.25 SFT GRAND TOTAL = 2195.34 SFT 1-Stability and soundness of the structure is 2-Certified that the sewerage and storm water 3-The structure of this building has been designed by the undersigned. 4-The design corresponds to the bearing capacityof the soil at this site. 5-The design caters for seismic requirment of the Islamabad Region. line areeffectively connected with C.D.A. certified. main lines. A A A A DINING 11'-9"X11'-0" LOUNGE 11'-0-"X11'-0" REAR LAWN FRONT LAWN MAIN GATE N KEY PLAN SLOPE 6" RAMP DETAIL. ROAD LEVEL 00'-00" PLINTH PROTECTION LEVEL 6" BOUNDRY WALL 18" PLINTH LEVEL DN MUMTY 11'-0"X11'-0" W2 D1 18" 18" 18" BATH 4'-7½"X5'-7½" 18" D3 V1 5 5 5 5 5 5 C 5 5 5 5 D 5 G.L D = 6'-1½" X 6'-4½" = 39.09 SFT GROUND FLOOR SLAB FIRST FLOOR SLAB #3@7"c/c 4' 6" DETAIL OF.O.H.W.TANK #3@6"c/c 4-#4 5" #3@8"c/c #3@8"c/c #3@8"c/c #3@6 "c/c STAIRS DETAIL 3" 1'-3" 2'-0"X4'-0" #4@6"c/c FLOOR FINISH LEVEL. 7.5" 1'-0" 7.5" 7.5" 7.5" 7.5" #4@5"C/C. #3@6"C/C. 10.5" 10.5" 10.5" 10.5" 10.5" As Per Site. 3'-0" Excavation. RCC Column Footing. 3" 3" Thich PCC RCC 1:2:4. 3" variable 3" 9" C L #3@6"C/C. BOTH WAYS. bars Lap. Stirrups #3@9" C/C. 4-#4 Vertical Bars. Ground Level. #3@9"C/C(ext) #3@9"C/C(ext) #3@9"C/C(ext) #3@9"C/C(ext) #3@9"C/C (ext) #3@9"C/C (ext) MUMTY SLAB CERTIFICATE 1-Stability and soundness of the structure is 2-Certified that the sewerage and storm water 3-The structure of this building has been designed by the undersigned. 4-The design corresponds to the bearing capacityof the soil at this site. 5-The design caters for seismic requirment of the Islamabad Region. line areeffectively connected with C.D.A. certified. main lines. STUCTURAL DESIGN OF A ISLAMABAD #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c(ext) #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c(ext) #3@9"c/c(ext) #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c S2 S1 S1 S1 S2 S2 S2 S2 S2 S1 S2 S2 S1 S1 S2 S1 #3@6"C/C. BOTH WAYS. 3" 3'-6" 3" 3" 9" 3'-0" ground level variable F.Finish level tie Beam 6" 9" 3" 9" 3'-0" ground level variable F.Finish level #3@6"C/C. BOTH WAYS. tie Beam 6" 9" 3" 2'-0" 3" #3@6"C/C. BOTH WAYS. 3" 9" 3'-0" ground level variable F.Finish level tie Beam 6" 9" 3" 2'-0" WF-2 WF-3 #3@9"C/C 2+2-#4 TIE/LINTEL BEAM #3@5"&10"c/c 3+3-#5 11'-0" B1 B1 #3@9"c/c. SEC B-1. 9" 18" 3-#6 3-#6 5" Beam -1. #3@5"&10"c/c 3+3-#5 14'-9" B2 B2 Beam -2 #3@9"c/c. SEC B-2 9" 18" 3-#6 3-#6 5" D.P.C 6" 6" 2'-6" 9" 1'-1½" SECTION OF BOUNDRY WALL 18" PCC 1:4:8 G.L G.L \A1;4½" 6" 2'-0" D.P.C G.L 18" \A1;4½" 9" #4@6"c/c WF-1 NOTE 1-written dimentions to be followed. 2-Reinforcement steel shell be deformed bars 3-RCC having 28 days cylinder stenth not less then 3000 psi shell be used . 4-Sulphate resisting cement may be used if concrete contact with soil or water. conforming to ASTM 615-82 Grade 40 OWNER SIG STRUCTURAL ENGINEER SIG: DRG NO 1/1 DATE JULY 2006 #3@7"c/c 6' 6" DETAIL OF.U.G.W.TANK #3@6"c/c 4-#4 5" #3@8"c/c #3@8"c/c #3@8"c/c #3@6 "c/c #3@5"c/c #3@5"c/c #3@5"c/c #3@5"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@5"c/c #3@5"c/c #3@9"c/c #3@5"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@5"c/c #3@5"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c BEAM-2 BEAM-1 BEAM-2 BEAM-2 BEAM-2 BEAM-1 BEAM-2 BEAM-2

Language	English
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, columns, DETAIL, details, dwelling unit, DWG, haus, home, house, Level, levels, logement, maison, residên, residence, structural, triple, unidade de moradia, villa, wohnung, wohnung einheit