Foundation Plan For Automobile Showroom Store DWG Plan for AutoCAD

Foundation Plan For Automobile Showroom Store DWG Plan for AutoCAD

Car Showroom foundation design plan with detailed sections.

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

per site, per site, steel, per site, steel, architecture urban design interiors project management, column reinforcement, n.s.l, f.f.l, as per site, h.d.p.c., typ. internal wall section, thick through window, for dimensions and refer to relevant architectural drawings., ues concrete mix with cylender strength, clear cover to the main bars for, provide binding bars of for all top bars., column, column, column, lx ly, h.d.p.c., typical section of footing, typ. external wall section, p.c.c, thick, n.s.l., f.f.l., pcc., as per site, as per site, typ. internal wall section, thick, n.s.l., p.c.c, p.c.c, n.s.l., h.d.p.c., ues reinf. of grade psi. for all main bars, psi at days., r.c.c, general notes, f.f.l., f.f.l., sill level, typical footing plan, footing no., schedule of footings, p.c., column, detail, section beam, through, section, through, p.c., ues reinf. of grade psi. for rings and stirrups., ues concrete mix with cylender strength, psi at days for columns and r.c.c walls only., v.d.p.c. th., section, through, n.s.l, p.c., finished paved level, p.c.c, well compacted earth, section, toe, p.c.c, r.l, p.c.c, section, p.c.c, p.c.c, n.s.l, varies, p.c.c, section, n.s.l, p.c.c, slab steel, slab steel, section, h.d.p.c., as per site, n.s.l., thick, p.c.c, f.f.l., v.d.p.c. th., finished paved level, p.c.c, section, toe, p.c.c, r.l, slab steel, varies, central motors, scale:, column layout plan, checked by, file name, drawn by, drg. no., title:, consultant, date:, working drawing, project:, site:, central motors, scale:, checked by, file name, drawn by, drg. no., title:, date:, working drawing, project:, site:, structural details, p.c.c, toe, section, r.l, central motors gas station

Raw text data extracted from CAD file:

\A1;1'-9" \A1;1'-9" \A1;1'-9" \A1;1'-9" \A1;1'-6"d \A1;1'-6" \A1;2'-3" \A1;6" \A1;3" \A1;18" \A1;13½" \A1;9" \A1;T (inch) \A1;1'-3" \A1;6" \A1;AS PER SITE \A1;AS PER SITE \A1;3" \A1;6" \A1;2'-3" \A1;1'-6" \A1;13½" \A1;18" \A1;9" \A1;3'-0" \A1;6" \A1;3" \A1;2'-6" \A1;22½" \A1;13½" \A1;18" \A1;\A1;3\S3/4;" \A1;3" \A1;3" \A1;9" \A1;4'-0" (TYP.) \A1;X-BARS \A1;Ly (H) \A1;Y-BARS \A1;Lx (H) \A1;t (inch) \A1;3'-0" \A1;Lx (H) x Ly (H) \A1;Y-BARS \A1;AS PER SITE \A1;4" \A1;1'-9" \A1;1'-9" \A1;1'-6" \A1;1'-1 1/2" \A1;18'-0" \A1;20'-0" \A1;20'-0" \A1;20'-0" \A1;24'-0" \A1;20'-0" \A1;20'-0" \A1;20'-0" \A1;18'-0" \A1;18'-0" \A1;28'-10" \A1;24'-6" \A1;24'-6" \A1;24'-6" \A1;24'-6" \A1;24'-9" \A1;6'-9" \A1;14'-0" \A1;2'-1\S1/2;" \A1;9'-3" \A1;3'-6" \A1;17'-0" \A1;#6@6" \A1;5'-0" \A1;6'-9" \A1;4'-6" \A1;1'-3" \A1;9" \A1;#6@6" \A1;1'-9"d \A1;4' \A1;4' \A1;4" \A1;1'-9" \A1;#3@12" \A1;#4@12" \A1;2' \A1;4' \A1;18" \A1;15" \A1;3'-6" \A1;17'-0" \A1;#4@12" \A1;3'-9" \A1;4'-6" \A1;9" \A1;#4@12" \A1;4" \A1;1'-9" \A1;#4@12" \A1;2' \A1;4' \A1;1'-3" \A1;9'-6" \A1;12" \A1;4' \A1;4' \A1;5' \A1;4'-6" \A1;15" \A1;3'-9" \A1;10'-10\S1/2;" \A1;1'-4" \A1;4" \A1;3'-0" (MIN.) \A1;#3@10" \A1;2' \A1;#3@10" \A1;#3@10" \A1;3'-0" \A1;3'-3" \A1;2' \A1;6" \A1;9" \A1;7'-0" \A1;12" \A1;2" \A1;4" \A1;8'-6" \A1;6' \A1;3'-0" \A1;10" \A1;3'-2" \A1;3'-0" \A1;#4@10" \A1;9" \A1;4" \A1;3'-0" \A1;#4@10" \A1;#3@9" \A1;#4@8" \A1;4'-0" \A1;#4@10" \A1;#3@9" \A1;#4@8" \A1;#4@10" \A1;4'-6" \A1;3'-0" \A1;12" \A1;4" \A1;9" \A1;9" \A1;4" \A1;12" \A1;8" \A1;VARIES \A1;#4@8" \A1;#4@10" \A1;4'-0" \A1;SLAB STEEL \A1;#4@8" \A1;#4@10" \A1;4'-6" \A1;3'-0" \A1;12" \A1;4" \A1;9" \A1;4" \A1;12" \A1;8" \A1;VARIES \A1;9" \A1;18" \A1;AS PER SITE \A1;2'-6" \A1;2'-6" \A1;3" \A1;13½" \A1;6" \A1;18" \A1;22 1/2" \A1;#4@10" \A1;SLAB STEEL \A1;3'-0" \A1;#4@10" \A1;9" \A1;4" \A1;3'-0" \A1;VARIES \A1;4" \A1;4" \A1;2" \A1;#4@10" \A1;#3@9" \A1;3'-0" \A1;#4@10" \A1;9" \A1;4" \A1;3'-0" ARCHITECTURE URBAN DESIGN INTERIORS PROJECT MANAGEMENT #3@18" X-BARS COLUMN REINFORCEMENT N.S.L F.F.L #3@12" #3@12" #3@12" #3@12" AS PER SITE H.D.P.C. 1½"TH. (1:3) TYP. INTERNAL WALL SECTION 9" THICK THROUGH WINDOW 5 5 (1) FOR DIMENSIONS AND LEVELS, REFER TO RELEVANT ARCHITECTURAL DRAWINGS. (4) UES CONCRETE 0F MIX 1:2:4 WITH CYLENDER STRENGTH (7) CLEAR COVER TO THE MAIN BARS IS, FOR BEAMS=1½",SLAB=3/4", (6) PROVIDE BINDING BARS OF #3@12" FOR ALL TOP BARS. <>d 5 5 5 5 2#6 COLUMN C2 COLUMN C1 3#6 2#8+1#6 5#8 COLUMN C3 COLUMN C4 8#6 COLUMN C5 T (inch) Lx (H) x Ly (H) Y-BARS H.D.P.C. 1½"TH. (1:3) TYPICAL SECTION OF FOOTING 5 5 <> 5 5 5 TYP. EXTERNAL WALL SECTION P.C.C 1:6:12 9" THICK 5 3#6 22½" 18" 13½" \A1;3\S3/4;" N.S.L. 5 5 3#5 5 F.F.L. 6" 3#5 5 PCC. 1:4:8 AS PER SITE 5 AS PER SITE TYP. INTERNAL WALL SECTION 5 9" THICK 2#8+1#6 5#8 5 <> N.S.L. 5 P.C.C 1:6:12 13½" 5 18" 5 <> 5 13½" 18" P.C.C 1:6:12 N.S.L. H.D.P.C. 1½"TH. (1:3) (2) UES REINF. OF GRADE 60,WITH fy=60,000 psi. FOR ALL MAIN BARS fc'= 3000 psi AT 28 DAYS. FOOTING=2",COLUMN=1½", R.C.C WALLS=1" GENERAL NOTES F.F.L. 5 t (inch) F.F.L. SILL LEVEL 4#6 4#6 X-BARS Y-BARS Lx (H) TYPICAL FOOTING PLAN Ly (H) <> (TYP.) 5 X 8'-0" 8'-0" 16" 10" X-BARS F-2 F-7 F-6 F-3 F-4 F-5 6'-6" 6'-6" 14" 8" 13'-0" 13'-0" 9'-0" 12'-0" 10'-0" 9'-0" 12'-0" 10'-0" 30" 15" 18" 30" 21" 9" 15" 12" X F-1 FOOTING NO. SCHEDULE OF FOOTINGS T (inch) 6'-0" 6'-0" Ly (H) Lx (H) 12" 8" t (inch) #4@7" #4@7" #4@8" #4@8" #5@5" #4@6" #5@6" #4@6" #5@5" #4@6" #5@6" #4@6" #4@8" Y-BARS #4@8" 5 10 14 13 12 11 9 8 7 5 5 5 C-5 F7 5 5 C-4 F7 F7 F7 C-4 5 5 C-4 5 4 6 5 3 2 1 5 5 F5 C-2 5 F5 C-2 F6 C-3 5 5 F3 C-2 F1 C-1 C-3 F2 C-2 F2 F2 C-2 C-2 F2 C-2 5 5 A B 5 5 C D E F5 C-2 F5 C-2 F3 C-2 F1 C-1 F F4 C-3 F4 C-3 F4 C-3 F4 F1 C-1 F1 C-1 C-1 F1 F1 C-1 F6 C-3 F6 C-3 F6 C-3 F6 C-3 F6 C-3 F6 C-3 F6 C-3 C-3 F6 C-3 F6 C-3 F6 C-3 F6 C-1 F1 C-1 F1 C-1 F1 C-1 F1 C-2 F5 C-3 F5 C-2 F5 C-2 F5 C-6 F5 C-2 F2 5 R.L±0'-0" C-6 5 C-6 C-6 C-6 C-6 3'-6" 17'-0" PB-1 P.C. C (1:4:8) #6@6" 5'-0" 5 5 1'-3" 5 #6@6" #6@6" #6@6" #3@12" <>d COLUMN C6 12#8 2#4 <> 5 5 5 12#8 12#8 DETAIL "A" #3@12" #4@12" #4@12" 5 <> #4@12" #6@6" #6@12" 4-#6 #3@10" 4-#6 18" 15" SECTION BEAM PB-1 (TYP. THROUGH COLUMN) SECTION X-X SECTION Y-Y (TYP. THROUGH WALL) 5 5 3'-6" 17'-0" #4@12" <> #4@12" #4@12" 5 5 #6@6" R.L±0'-0" P.C. C (1:4:8) #6@6" #4@12" 5 #6@12" #4@12" 5 1'-3" 9'-6" #6@12" 12" #6@6" #6@12" (TYP.) (3) UES REINF. OF GRADE 40,WITH fy=40,000 psi. FOR RINGS AND STIRRUPS. (5) UES CONCRETE 0F MIX 1:1½:3 WITH CYLENDER STRENGTH fc'= 3500 psi AT 28 DAYS FOR COLUMNS AND R.C.C WALLS ONLY. F-8 S E E P L A N V.D.P.C. 3/4" TH. (1:3) X X Y Y 5 5 5 (TYP.) (TYP.) F-8 5 15" 5 5 SECTION Z-Z (TYP. THROUGH WALL) #3@10" <> 7'-0" 3'-0" #4@8" #3@10" #3@10" 9" 5 5 3'-0" (MIN.) 3'-3" N.S.L P.C. C (1:4:8) #4@6" #3@10" 5 #3@10" #4@12" 6" 12" FINISHED PAVED LEVEL 2" 4" P.C.C (1:4:8) WELL COMPACTED EARTH 5 #4@8" 5 2#6 #3@18" #3@18" 2#6 2#6 #3@12" 2#6 2#6 Z Z 3'-0" 5 5 3'-0" SECTION 1-1 (RAMP TOE WALL) #4@10" P.C.C (1:4:8) #4@10" 5 5 3'-0" R.L ±0'-0" #4@10" #4@8" #3@9" #3@9" P.C.C (1:4:8) P.C.C (1:4:8) SECTION 2-2 P.C.C (1:4:8) #3@9" #4@8" #4@8" #4@10" 4'-0" #4@7" #3@9" P.C.C (1:4:8) #4@8" #4@8" #4@10" 4'-6" #4@7" 3'-0" 12" 5 5 5 4" 12" 8" N.S.L VARIES VARIES 5 12" 3'-0" P.C.C (1:4:8) #4@8" #4@8" #4@8" #4@8" SECTION 3-3 N.S.L #4@7" 4'-6" #4@10" 8" 4" 12" P.C.C (1:4:8) 4'-0" #4@7" #4@10" SLAB STEEL 5 SLAB STEEL 5 18" 5 5 SECTION 5-5 H.D.P.C. 1½"TH. (1:3) AS PER SITE N.S.L. 13½" THICK <> 18" 13½" P.C.C 1:6:12 5 F.F.L. 22 1/2" V.D.P.C. 3/4" TH. (1:3) FINISHED PAVED LEVEL P.C.C (1:4:8) SECTION 1-1 (RAMP TOE WALL) P.C.C (1:4:8) 5 5 R.L ±0'-0" 3'-0" #4@10" 3'-0" #4@10" #4@10" #4@8" SLAB STEEL SLAB STEEL VARIES 5 4" 2" CENTRAL MOTORS SCALE: COLUMN LAYOUT PLAN CHECKED BY FILE NAME DRAWN BY DRG. NO. S/02 TITLE: 22-11-2004 CONSULTANT 1/8"=1'-0" DATE: WORKING DRAWING PROJECT: SITE: CENTRAL MOTORS SCALE: FOUNDATION/ CHECKED BY FILE NAME DRAWN BY DRG. NO. S/03 TITLE: 22-11-2004 1/8"=1'-0" DATE: WORKING DRAWING PROJECT: SITE: STRUCTURAL DETAILS C-6 P.C.C (1:4:8) 3'-0" (RAMP TOE WALL) SECTION 7-7 #3@9" #4@10" #3@9" #4@8" #4@10" R.L ±0'-0" 3'-0" 5 5 #4@10" 7 7 CENTRAL MOTORS & GAS STATION CENTRAL MOTORS & GAS STATION

Language	English
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, automobile, base, car, columns, Design, detailed, DWG, FOUNDATION, foundations, fundament, plan, sections, showroom, store