Double Story Plan Including Basement DWG Plan for AutoCAD

Double Story Plan Including Basement DWG Plan for AutoCAD

Double Story Plan Including Basement

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

bath, open, bed, store, lounge, drawing, porch, kit:, passige, steel grating, g a t e, front, rear, ground floor plan, terrace, study, first floor plan, o.h.w.tank., slope, architect’s sign., schedule of openings, schedule of area, with cda main lines., ground floor:, mumty area:, first floor:, building line, plot line, ramp detail, first floor block plan, mumty floor block plan, u.g.w.t, to main water supply line, saptic tank, m.h, to main sewer line, to main strom water line, lawn, front elevation, rear elevation, certificates, r.c.c slab, mumty, dress, passage, section at a – a, perspective view, submission drawing, owner’s signature, structural engineer:, scale:-, date:-, drawn by:-, certificate, structural notes, members, followed as:-, x-section, rings, bottom, reinforcement, top, span, schedule of r.c.c lintels, size, roof level, class ‘e’, concrete, water stopper, class ‘e’ conc., class ‘d’ conc., typ.sections of footing, f.f.l, typ.sections of footing for, typ.sec. of footing for, f.f.l., n.s.l., site, as per, this site., undersigned., discontinuous corner in each corner panel., owner:, refer section, column, booth, stairs, opening, mumty slab, follow notes of roof slab, reinforcement plan, main gate, v- gate, front lawn, rear lawn, bath, bed, dining, kitchen, drawing, first floor plan, porch, stairs, o.h.w.t, o . h . w . tank, floor lavel, steel grating, m-h, boundry wall, ramp detail, mumty area, engineer’s sign., owner’s sign., certified., effectively connected with main lines., f – f – block plan, mumty block plan, from main water supply line, to main storm water line, to main sewerage line, view, as per str. detail, as per soil report, vertical bars, as per arch.drg., brick masonry footing, plinth band, as per st. detail, floor slab, roof slab, seismic band, or as per str. detail, owner sig, structural engineer sig:, mr. raja gulstan, detail of.u.g.w.tank, detail of.o.h.w.tank, c.b, as per site., rcc column footing., variable, both ways., bars lap., ground level., detail of foundation, grd. level, stairs detail, floor finish level., ground floor slab, first floor slab

Raw text data extracted from CAD file:

\A1;60'-0" \A1;6'-0" \A1;48'-0" \A1;6'-0" \A1;30'-0" \A1;3'-0" \A1;3'-0" \A1;6'-0" \A1;35'-3" \A1;12'-9" \A1;6'-0" \A1;35'-3" \A1;12'-9" \A1;48'-0" \A1;3'-0" \A1;3'-0" \A1;30'-0" \A1;11'-1\S1/2;" \A1;17'-6" \A1;17'-6" \A1;11'-1\S1/2;" \A1;30'-0" \A1;48'-0" \A1;30'-0" \A1;60'-0" \A1;6'-0" \A1;48'-0" \A1;6'-0" \A1;10'-6" \A1;10'-6" \A1;10'-0" \A1;1'-6" \A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;10'-6" \A1;10'-6" \A1;10'-0" \A1;1'-6" \A1;10'-6" \A1;10'-6" \A1;10'-0" \A1;1'-6" \A1;10'-6" \A1;10'-6" \A1;10'-0" \A1;1'-6" \A1;9" \A1;6" \A1;12" \A1;12" \A1;9" \A1;15" \A1;6" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;3'-0" \A1;6'-4\S1/2;" \A1;13'-6" \A1;12'-9" \A1;7'-6" \A1;13'-6" \A1;6'-4\S1/2;" \A1;9'-9" \A1;12'-9" \A1;6'-4\S1/2;" \A1;6'-4\S1/2;" \A1;13'-6" \A1;11'-3" \A1;2'-0" \A1;1'-9" \A1;1'-9" \A1;3'-0" \A1;2'-0" \A1;1'-9" \A1;1'-9" \A1;3'-0" \A1;1'-9" \A1;1'-9" \A1;3'-0" \A1;3'-0" \A1;2'-9" \A1;3'-6" \A1;3'-6" \A1;3'-6" \A1;2'-9" \A1;2'-9" \A1;2'-9" \A1;2'-9" \A1;3'-6" \A1;3'-6" \A1;2'-0" \A1;2'-9" \A1;3'-6" \A1;2'-9" \A1;3'-6" \A1;3'-0" \A1;2'-0" \A1;3'-6" \A1;3'-6" \A1;3'-0" \A1;3'-6" \A1;2'-9" \A1;3'-6" \A1;2'-0" \A1;2'-9" \A1;3'-6" \A1;3'-6" \A1;2'-0" \A1;2'-0" \A1;3'-0" \A1;3'-0" 5'X8'-0" BATH 4'X6'-9" BATH OPEN 12'-0" X 12'- 9" BED 10'-9" X 12'- 9" BED STORE LOUNGE DRAWING 10'-4½"X12'-9'' PORCH 15'-4½"X9'-0'' 11'-0''X10'-6'' 8'-9''X6'-9'' 12'-0''X12'-9'' 5 12'-4½" X 12'- 0" BED 5'-9"X10'-3" KIT: 5 5 5 5 PASSIGE 4'-0'' WIDE 5 5 STEEL GRATING G A T E 6'-0" WIDE FRONT 6'-0" WIDE REAR ± 0'-0" GROUND FLOOR PLAN 5 5 5 5 5'X8'-0" BATH 4'X6'-9" BATH OPEN 12'-0" X 12'- 9" BED 10'-9" X 12'- 9" BED STORE LOUNGE BED 10'-4½"X12'-9'' TERRACE 15'-4½"X9'-0'' 11'-0''X10'-6'' 8'-9''X6'-9'' 12'-0''X12'-9'' 12'-4½" X 12'- 0" BED 5'-9"X10'-3" STUDY 5 PASSIGE 4'-0'' WIDE 5 5 5 5 5 FIRST FLOOR PLAN OPEN 8'-9''X6'-9'' FIRST FLOOR PLAN UP UP DN O.H.W.TANK. O.H.W.TANK. 4" d Pipe SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 5 5 1) OWNER'S SIGN. ARCHITECT'S SIGN. D1 = 4'-0" X 7'-0" D3 = 3'-0" X 7'-0" D4 = 2'-6" X 7'-0" D2 = 3'-6" X 7'-0" SCHEDULE OF OPENINGS W2 = 4'-10½'' X 5'-0" W3 = 4'-0" X 5'-0" W1 = 6'-0" X 5'-0" SCHEDULE OF AREA GRAND TOTAL = 1380.94 + 1380.94 + 194.68 V1 = 3'-0" X 2'-0" 2. THE SANITARY & STORM WATER LINES WILL BE EFFETIVELY CONNECTED WITH CDA MAIN LINES. 3. 1 - # 3/4" d WATER CONNECTION IS REQUIRED. TOTAL AREA OF PLOT = 30'-0" X 60'-0" = 1800.00 SFT. GROUND FLOOR: A = 30'-0" X 48'-0" = 1440.00 SFT. MUMTY AREA: C = 11'-1½'' X 17'-6" = 194.68 SFT. TOTAL = 2956.56 SFT. FIRST FLOOR: C = 30'-0" X 48'-0" = 1440.00 SFT. BUILDING LINE + 1'-6" Plinth Level PLOT LINE ± 0'-0" Road Level + 1'-0" RAMP DETAIL 5 5 5 5 B FIRST FLOOR BLOCK PLAN C MUMTY FLOOR BLOCK PLAN 5 5 5 5 5 STEEL GRATING G A T E A U.G.W.T TO MAIN WATER SUPPLY LINE SAPTIC TANK 2'x2' M.H 2'x2' M.H 2'x2' M.H 2'x2' M.H 2'x2' M.H TO MAIN SEWER LINE TO MAIN STROM WATER LINE LAWN LAWN GROUND FLOOR BLOCK / SITE PLAN 5 5 5 5 FRONT ELEVATION 5 5 5 O.H.W.TANK. 5 5 5 5 O.H.W.TANK. REAR ELEVATION DN B B CERTIFICATES 5 5 5 5 FRONT ELEVATION O.H.W.TANK. ± 0'-0" +1'-0'' +1'-6'' +12'-0'' 5 5 5 5 +22'-6'' +33'-0'' +33'-6'' R.C.C Slab T=10½" R=7" W=3'-6" T=10½" R=7" W=3'-6" +1'-6'' +12'-0'' +22'-6'' +33'-0'' +33'-6'' T=10½" R=7" W=3'-6" T=10½" R=7" W=3'-6" R.C.C Slab R.C.C Slab R.C.C Slab R.C.C Slab R.C.C Slab BED BED STORE STORE LOUNGE LOUNGE MUMTY MUMTY 5'X6'-3" BATH DRESS 4'-3''wide 9'-7½"X 9' TERRACE PORCH DRESS OPEN OPEN BATH BATH LOUNGE LOUNGE passage passage MUMTY SECTION AT A - A A A A A A A + 1'-0" + 1'-6" PERSPECTIVE VIEW D4 D4 D4 D2 D2 D2 D2 D2 D3 D3 D4 D1 D1 8'-9''X6'-9'' 8'-9''X6'-9'' D1 D2 SUBMISSION DRAWING OWNER'S SIGNATURE STRUCTURAL ENGINEER: SCALE:- DATE:- DRAWN BY:- CERTIFICATE STRUCTURAL NOTES 4. CONCRETE CLEAR COVERAGE SHOULD BE 3. USE CLASS "C" (1:2:4) CONCRETE IN ALL STRUCTURAL MEMBERS FOLLOWED AS:- 5. LAP LENGTH SHOULD BE FOLLOWED AS:- (c) COLUMNS 1" ALL SIDES. (d) FOOTING 1 1/2" ALL SIDES. (b) BEAMS 1 1/2" ALL SIDES. (d) 3/8" d = 15" (c) 1/2" d = 20" (b) 5/8" d = 25" 6. FOOTING HAS BEEN DESIGNED FOR THREE STORIES WITH BEARING CAPACITY OF SOIL AS 1.0 TSF. (a) 3/4" d = 36" (a) SLAB 3/4" BOTTOM. X-SECTION 9" 6" 12" 12" 9" #3-7"C/C 3#3 RINGS #3-8"C/C 2#3 2#3 BOTTOM 9"X6" 9"X6" 3#4 REINFORCEMENT TOP #3-6"C/C 3#5 #3-6"C/C #3-6"C/C 3#4 3#4 9'X12" 9"X12" 9"X9" 3#5 3#5 3#4 #3-6"C/C 3#5 9'X15" 3#6 15" UP TO 6' 2 SPAN UP TO 4' S/NO 1 UP TO 15' 5 UP TO 8' UP TO 12' 4 3 UP TO 18' 6 SCHEDULE OF R.C.C LINTELS SIZE 6" 9" 9" 9" 9" 9" 1. USE G-40 DEFORMED STEEL FOR SLABS, BEAM STIRRUPS & COLUMN TIES. 2. USE G-60 DEFORMED STEEL FOR FOOTINGS, COLUMNS & BEAMS. #4-10" \LSECTION OF O/H WATER TANK 9" #3@5"c/c #3@5"c/c #4@10"c/c #4@6"c/c 5" 4'-6" 6" 2'-0" #3@6"c/c #4@9"c/c 3-#4 ROOF LEVEL \LSECTION OF U.G. WATER TANK F.F.L./N.S.L. (TYP.) 1'-6" #3-6" #3-12" #3-5" #3-5" 6'-0" 9" 3" 9" 3" #4-4" #4-4" CLASS 'E' #4-8" #4-4" #4-4" 8"WIDE PVC #4-4" #4-8" (TYP.) CONCRETE 6'-0" 6" 9" 3" WATER STOPPER L. C #3@6"c/c #3@12"c/c 2-#4 PLINTH BEAM PB-2 #3@6"c/c 12" 2-#4 2-#4 (1:4:8) CLASS 'E' CONC. PLINTH BEAM PB-1 #3@4"c/c 12" 2-#4 2-#4 TYP.SEC. OF FOOTING F1 (3'-0"x3'-0") (1:3:6) CLASS 'D' CONC. 3'-0" 9" (1:3:6) CLASS 'D' CONC. TYP.SECTIONS OF FOOTING FOR 9" THICK MASONRY WALL (1:3:6) 2" CLASS' D' CONC. (FOR WALLS STARTING AT PROPERTY LINE) F.F.L PB-2 (N.S.L.) 12" 18" 6" 6" 6" 13½" 18" 22½" 27" 9" 9" THICK MASONRY WALL TYP.SECTIONS OF FOOTING FOR (1:3:6) 2" CLASS' D' CONC. (N.S.L.) PB-2 2'-9" 1 2 4/" (AS PER PLAN) F.F.L 2 1 22/" 2'-0" 12" 6" 6" 6" 6" (1:3:6) 13½" 27" 18" 2" CLASS' D' CONC. TYP.SEC. OF FOOTING FOR 4½" TH. BOUNDARY MASONRY WALL (N.S.L.) 4½" 9" 24" 6" 2'-0" 6" 6" MIN.24" 6" EL.+0'-0" - (F.G.L.) (1:3:6) CLASS 'D' CONC. 13½" 18" 22½" 4½" THICK MASONRY WALL TYP.SEC. OF FOOTING FOR F.F.L. #4@6"c/c #4@6"c/c #3@12"c/c 7" #3@5"c/c #3@8"c/c #4@6"c/c 2'-0" N.S.L. SITE AS PER 3" 12" 3" 1'-6" 3" 1'-6" #4@8"c/c #4@6"c/c 9" \LDETAIL OF STAIR CASE 6½" BEAM GB-1 BEAM GB-2 1. THE STRUCTURE OF THIS BUILDING HAS BEEN DESIGNED BY THE 2. THE DESIGN CORRESPONDS TO THE BEARING CAPACITY OF THE SOIL AT THIS SITE. UNDERSIGNED. 3. THE DESIGN CATERS FOR SEISMIC REQUIREMENTS OF THE ISBD. REGION. 4. SOUNDNESS AND STABILITY OF THE STRUCTURE IS CERTIFIED. 18" 9" 18" #3@4"c/c 2-#4 2-#4 BEAM RB-1 BEAM RB-2 BEAM RB-3 BEAM GB-3 9" 18" #3@4"c/c 3-#5 3-#4 \LGROUND FLOOR SLAB \LREINFORCEMENT PLAN SCALE: 1"=8'-0" * ALL SLABS ARE 5" THICK UNLESS OTHERWISE NOTED ON PLAN. * BINDER BARS #3@12"c/c NOT SHOWN ON PLAN. * BOTTOM REINF. SHALL BE BENT UP FOR GREATER OF 2'-0" OR SPAN/4 LENGTH AT EACH DISCONTINUOUS EDGE. * BOTTOM REINF. SHALL BE BENT UP FOR SPAN/5 LENGTH AT EACH DISCONTINUOUS CORNER IN EACH CORNER PANEL. DISCONTINUOUS CORNER IN EACH CORNER PANEL. * BOTTOM REINF. SHALL BE BENT UP FOR SPAN/5 LENGTH AT EACH SPAN/4 LENGTH AT EACH DISCONTINUOUS EDGE. * BOTTOM REINF. SHALL BE BENT UP FOR GREATER OF 2'-0" OR * BINDER BARS #3@12"c/c NOT SHOWN ON PLAN. * ALL SLABS ARE 5" THICK UNLESS OTHERWISE NOTED ON PLAN. SCALE: 1"=8'-0" \LREINFORCEMENT PLAN \LROOF SLAB 18" 9" 18" #3@4"c/c 3-#4 2-#4 9" 2" CLASS' D' CONC. 18" 27" 3'-6" 13½" (1:3:6) 6" 9" 6" 6" 6" 12" 2'-0" 22/" 1 2 31/" 1 2 F.F.L (AS PER PLAN) (N.S.L.) PB-2 OWNER: COLUMN C1 9" 9" #3@6"c/c 4-#5 COLUMN C2 18" 9" #3@6"c/c 4-#5 9" 18" #3@4"c/c 3-#4 2-#4 TYP.SEC. OF FOOTING F2 (3'-0"x3'-0") 3" 3" 3'-0" 2-0" \A1;3" 12" #4@7"c/c N.S.L. #4@7"c/c REFER SECTION CONC. (1:4:8) CLASS 'E' 9" 18" #3@4"c/c 3-#5 2-#5 2'-0" \A1;3" 12" N.S.L. 3'-0" #4@6"c/c #4@6"c/c REFER SECTION 3" CONC. (1:4:8) CLASS 'E' 9" 18" #3@4"c/c 2-#5 2-#4 BEAM MB-1 9" 18" #3@4"c/c 2-#4 2-#4 COLUMN COLUMN D4 D4 D4 D2 D2 D2 D2 D3 D3 D4 D1 D1 D1 = 8'-9" X 6'-9" ( - ) = 59.06 SFT. D1 = 8'-9" X 6'-9" ( - ) = 59.06 SFT. TOTAL = 1380.94 SFT. TOTAL = 1380.94 SFT. 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 #3@7"c/c #3@8"c/c #3@6"c/c #3@12"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@5"c/c #3@12"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@5"c/c #3@5"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@7"c/c #3@8"c/c #3@8"c/c booth booth OPEN 8'-9''X6'-9'' stairs opening PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-2 PB-2 PB-1 PB-1 PB-2 PB-2 PB-1 PB-1 C1 F1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 F2 F2 SCALE: 1/8"=1'-0" \LFOUNDATION PLAN AT GROUND FLOOR LEVEL GB-1 GB-1 GB-1 GB-2 GB-2 GB-2 GB-2 GB-1 GB-1 GB-2 GB-2 GB-3 GB-3 GB-1 GB-3 GB-2 GB-3 GB-1 GB-3 GB-1 GB-2 GB-2 GB-2 GB-3 #3@7"c/c #3@8"c/c #3@6"c/c #3@12"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@5"c/c #3@12"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@7"c/c #3@7"c/c #3@8"c/c #3@6"c/c #3@5"c/c #3@5"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@8"c/c #3@7"c/c #3@8"c/c #3@8"c/c booth booth OPEN 8'-9''X6'-9'' stairs opening RB-1 RB-1 RB-1 RB-2 RB-2 RB-2 RB-2 RB-1 RB-1 RB-2 RB-2 RB-3 RB-3 RB-1 RB-3 RB-2 RB-3 RB-1 RB-3 RB-1 RB-2 RB-2 RB-2 RB-3 RB-1 #3@7"c/c #3@8"c/c #3@8"c/c #3@7"c/c #3@12"c/c #3@6"c/c #3@6"c/c #3@6"c/c #3@6"c/c #3@6"c/c #3@12"c/c #3@6"c/c #3@5"c/c #3@12"c/c MUMTY SLAB FOLLOW NOTES OF ROOF SLAB SCALE: 1"=8'-0" REINFORCEMENT PLAN W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W3 W3 W3 W3 V1 V1 V1 V1 \A1;9" \A1;4'-3" \A1;9" \A1;12'-0" \A1;9" \A1;10'-0" \A1;9" \A1;10'-0" \A1;9" \A1;40'-0" \A1;6'-6" \A1;15'-0" \A1;6'-6" \A1;28'-0" \A1;11'-6" \A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;3'-0" \A1;9" \A1;3'-0" \A1;3'-0" \A1;3'-0" \A1;6" \A1;6" \A1;8'-0" \A1;6" \A1;10'-0" \A1;6" \A1;10'-0" \A1;1'-6" \A1;2'-0" \A1;5'-0" \A1;35'-0" \A1;4'-6" \A1;44'-6" \A1;6'-6" \A1;15'-0" \A1;6'-6" \A1;28'-0" \A1;11'-6" \A1;14'-9" \A1;5'-0" \A1;35'-0" \A1;40'-0" \A1;6'-6" \A1;15'-0" \A1;6'-6" \A1;28'-0" \A1;As Per Str. Detail \A1;2¼" \A1;9" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;As Per Soil Report \A1;As Per Arch.Drg. \A1;6" \A1; As Per St. Detail \A1;As Per Arch.Drg. \A1;As Per Arch.Drg. \A1;As Per Str. Detail \A1;9" \A1;6" \A1;6" \A1;6" \A1;6" \A1;As Per Soil Report \A1;As Per Arch.Drg. \A1;6" \A1; As Per St. Detail \A1;As Per Arch.Drg. \A1;As Per Arch.Drg. \A1;9" \A1;9" \A1;9" \A1;9" \A1;6' \A1;6" \A1;5" \A1;4' \A1;6" \A1;5" \A1;9" \A1;9" \A1;12" \A1;6" \A1;9" \A1;# 3 @ 6'' C/C \A1;# 3 @ 6'' C/C \A1;3'-6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;3'-6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;18" \A1;22 1/2" \A1;27" \A1;13 1/2" \A1;2'-6" \A1;9" \A1;\A1;4\S1/2;" \A1;9" \A1;13 1/2" \A1;18" \A1;22 1/2" \A1;27" \A1;31 1/2" \A1;3'-0" \A1;2'-0" \A1;18" \A1;\A1;13\S1/2;" \A1;9" \A1;4 1/2" \A1;4'-3" \A1;9" \A1;12'-0" \A1;9" \A1;10'-0" \A1;9" \A1;10'-0" \A1;9" \A1;4'-6" \A1;44'-6" \A1;6'-6" \A1;15'-0" \A1;6'-6" \A1;28'-0" \A1;14'-9" \A1;9" \A1;9" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Main Gate V- Gate Front Lawn Rear Lawn Bath 5' X 4'-3'' 13'-1½" X 12'-0'' Bed 13'-0''x12'-0'' Bed Dining 17'-7½" X 10'-0" Kitchen 8'-6'' X 10'-0" Drawing 12'-6''x10'-0'' GROUND FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Bed Bed Dining Drawing FIRST FLOOR PLAN Porch 13'-3''x10'-9'' Stairs ROOF & MUMTY PLAN 5 Bath 6'x4' O.H.W.T O.H.W.T 5 5 5 5 5 D4 D4 D2 D2 D2 D2 D2 D2 D2 D3 D3 D3 D1 D1 Dw W1 W1 W3 W3 W3 W3 V W4 W4 W4 W2 5 D4 V V Bath 5' X 4'-3'' Bath 5' X 4'-3'' D4 D4 V V Bath 5' X 4'-3'' 5 5 5 13'-1½" X 12'-0'' 13'-0''x12'-0'' 17'-7½" X 10'-0" 8'-6'' X 10'-0" 12'-6''x10'-0'' 13'-3''x10'-0'' Kitchen 18'' HIGH RAMP SLOPE O . H . W . TANK FRONT ELEVATION REAR ELEVATION 18'' HIGH RAMP SLOPE SECTION AT A - A 5 5 5 5 5 5 5 5 5 6" R.C.C SLAB 6" R.C.C SLAB 6" R.C.C SLAB FLOOR LAVEL T = 10" R = 7" W = 2'-9'' T = 10" R = 7" W = 2'-9'' 5 5 5 5 5 5 5 5 Steel Grating Main Gate V- Gate Front Lawn Rear Lawn G - F - BLOCK & SITE PLAN A M-H 2'X2' M-H 2'X2' U.G.W.T M-H 2'X2' D 5 5 G BOUNDRY WALL PORCH +1'-0" Ramp Detail FIN.FLOOR LEV. +1'-6'' ROAD LEVEL ± 0'-0" D2 = 3'-6" X 7'-0" D4 = 2'-6" X 7'-0" W1 = 8'-0" X 6'-0" D3 = 3'-0" X 7'-0" W2 = 6'-0" X 5'-0" D1 = 4'-0" X 7'-0" W3 = 5'-0" X 4'-6" W4 = 4'-0" X 4'-6" C = 14'-9" X 11'-6" = 169.625 Sft. MUMTY AREA ARCHITECT'S SIGN. ENGINEER'S SIGN. CERTIFICATES SCHEDULE OF OPENINGS SCHEDULE OF AREA OWNER'S SIGN. TOTAL AREA OF PLOT = 28'-0" X 44'-6" = 1246 SFT. A = 28'-0" X 35'-0" = 980.00 Sft. GROUND FLOOR: GRAND TOTAL = 1045.00 Sft. + 1045.00 Sft. + 169.625 Sft. V = 3'-0" X 2'-0" Dw = 11'-9" X 7'-0" TOTAL = 1045.00 Sft.. FIRST FLOOR: 1. SOUNDNESS AND STABILITY OF THE STRUCTURE IS CERTIFIED. 2. THE SANITARY & STORM WATER LINES WILL BE EFFECTIVELY CONNECTED WITH MAIN LINES. 3. 3/4" d WATER CONNECTION HAVE BEEN PROVIDED. = 2259.625 Sft. F - F - BLOCK PLAN MUMTY BLOCK PLAN OWNER'S SIGN. From Main Water Supply Line To Main Storm Water Line To Main Sewerage Line VIEW A 5 5 5 5 5 5 5 B = 6'-6" X 5'-0" = 32.50 Sft. B C E F C = 6'-6" X 5'-0" = 32.50 Sft. D = 28'-0" X 35'-0" = 980.00 Sft. TOTAL = 1045.00 Sft.. E = 6'-6" X 5'-0" = 32.50 Sft. F = 6'-6" X 5'-0" = 32.50 Sft. UP UP DN 4" d Pipe 4" d Pipe 4" d Pipe 4" d Pipe SLOPE SLOPE SLOPE SLOPE As Per Str. Detail 2¼" 9" 9" 6" 6" 6" 6" 6" As Per Soil Report 3/4"d VERTICAL BARS N.S.L. F.F.L. P.C.C.(1:4:8) As Per Arch.Drg. BRICK MASONRY FOOTING PLINTH BAND 6" As Per St. Detail or FLOOR SLAB ROOF SLAB SEISMIC BAND SEISMIC BAND (lintel level) SEISMIC BAND SEISMIC BAND (lintel level) (2'-0" max:) Or as per Str. Detail Or as per Str. Detail As Per Arch.Drg. (GROUND FLOOR) As Per Arch.Drg. (FIRST FLOOR) CERTIFICATE OWNER SIG STRUCTURAL ENGINEER SIG: Mr. RAJA GULSTAN As Per Str. Detail 9" 9" 6" 6" 6" 6" As Per Soil Report 3/4"d VERTICAL BARS N.S.L. F.F.L. P.C.C.(1:4:8) As Per Arch.Drg. BRICK MASONRY FOOTING PLINTH BAND 6" As Per St. Detail or FLOOR SLAB ROOF SLAB SEISMIC BAND SEISMIC BAND (lintel level) SEISMIC BAND SEISMIC BAND (lintel level) (2'-0" max:) Or as per Str. Detail As Per Arch.Drg. (GROUND FLOOR) As Per Arch.Drg. (FIRST FLOOR) 9" 2-1/2"d #3@9"C/C 2-1/2"d 9" 9" 2-1/2"d #3@9"C/C 2-1/2"d SEISMIC BAND (lintel level) PLINTH BAND 9" #3@7"c/c 6' 6" DETAIL OF.U.G.W.TANK #3@9"c/c #3#9"c/c 5" #3@9"c/c #3@9"c/c #3@8"c/c #3@9 "c/c #3@7"c/c 4' 6" DETAIL OF.O.H.W.TANK #3@6"c/c #3@6"c/c 5" #3@9"c/c #3@9"c/c #3@9"c/c #3@9 "c/c #3@5"c/c 9" 8- 3/4"d 9" 3/8"d RING 9" C/C C.B 12" 6" 9" 5- 6 # 3 # @ 9"C/C B-1 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 @ 6'' C/C # 3 @ 6'' C/C RCC Column Footing. 3" 3" variable 3" 3" variable TB 3- 1/2"d 3- 1/2"d 3/8''d @ 6''C/C 3'-6" 6" 6" 6" 6" 6" 6" DETAIL OF FOUNDATION GRD. LEVEL 3'-6" 6" 6" 6" 6" 6" 6" 18" 22 1/2" 27" 13 1/2" 2'-6" (1:4:8) P.C.C 9" \A1;4\S1/2;" 2"TH. D.P.C 9" GRD. LEVEL 13 1/2" 18" 22 1/2" 27" 31 1/2" 3'-0" (1:4:8) P.C.C (1:4:8) P.C.C 2'-0" 18" \A1;13\S1/2;" 9" 2"TH. D.P.C GRD. LEVEL 2"TH. D.P.C 4 1/2" STAIRS DETAIL 3" 1'-3" 2'-0"X4'-0" #4@6"c/c FLOOR FINISH LEVEL. 1'-0" 7" #4@5"C/C. #3@6"C/C. 10.5" 10.5" 10.5" 10.5" 10.5" #4@6"c/c 7" 7" 7" GROUND FLOOR SLAB SCALE: (1'-8" = 1'-0") FIRST FLOOR SLAB SCALE: (1'-8" = 1'-0") MUMTY SLAB SCALE: (1'-8" = 1'-0") #3@8"C/C #3@6"C/C #3@6"C/C #3@8"C/C #3@8"C/C #3@6"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C A #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@8"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C #3@6"C/C 1. SOUNDNESS AND STABILITY OF THE STRUCTURE IS 2. THE SANITARY & STORM WATER LINES WILL BE EFFECTIVELY CONNECTED WITH MAIN LINES. 3. 3/4" d WATER CONNECTION HAVE BEEN PROVIDED.

Language	English
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, basement, casa, chalet, double, dwelling unit, DWG, haus, house, including, logement, maison, plan, residên, residence, story, unidade de moradia, villa, wohnung, wohnung einheit