Stellar · Plot 208B · Drawing set 1 of 3 · Revision F

Civil & Structural Drawings

Foundation, column layout and first-floor framing coordinated to the locked architectural grid. Grid 4 × 5 with B5 omitted at the porch face. Nineteen house columns + PJ1 west jamb (12'-0") + PJ2 drawing-room (20'-0"). South porch DOUBLE HEIGHT 8'-0" clear (see C-01A). Line 5: A5 — PJ1 — PJ2 — C5 — D5. Grid B stops at B4 — not hung on the PJ1–PJ2 beam. Member sizes remain provisional pending the structural engineer and the soil report.

SheetTitleLevelScale
C-01Foundation & column layoutGround floor +9001:130 at A3
C-02First floor framing planFirst floor +45581:130 at A3
Soil report still outstanding — footings remain indicative

No geotechnical report has been received. Isolated footing sizes on C-01 are indicative only and must be reissued against the soil report before any excavation. Column size HOLD: 230 × 450 takeoff AND 230 × 600 on this C-01 — do not pick a fake size. Beams 230 × 300 / 230 × 450 PROVISIONAL. IS 13920 Seismic Zone IV. Founding 4'-6" below NGL PLACEHOLDER. No SBC.

Grid complete — missing-column hold closed

Revision C places columns at every node of the 4 × 5 grid, including B-3 and C-3. The 32'-0" unsupported run is gone. Longest span is 17'-9". No transfer girder. Grid C-4 in the foyer is an architectural pilaster pair, not a defect.

Project PLOT 208B Residence · GMADA, New Chandigarh Plot 50'-0" × 90'-0" · 500 sq yd Prepared by Stellar · issued for coordination Discipline CIVIL / STRUCTURAL Ground floor level +900 Drawing FOUNDATION & COLUMN LAYOUT B5 omitted · 19 house + 2 porch footings indicative Sheet C-01 Rev F · 29 Aug 2026 Scale 1:130 at A3 Status NOT FOR CONSTRUCTION Design intent / coordination. Member sizes, loads and routes to be confirmed by appointed consultants. A1 B1 C1 D1 A2 B2 C2 D2 A3 B3 C3 D3 A4 B4 C4 D4 A5 IN WALL B5 OMIT C5 D5 A B C D 1 2 3 4 5 C-4 IN FOYERArchitectural pilaster pair — not a defect 11'-8" 13'-6" 15'-2" 40'-4" A–D 16'-0" 17'-9" 11'-0" 16'-6" 61'-3" 1–5 GUEST TOILET-2 GUEST BR-2 LAUNDRY STORE FAMILY LOUNGE MANDIR PANTRY DINING AREA GUEST BEDROOM-1 DRY KITCHEN WET KITCHEN FOYER DRAWING ROOM PORCH OPEN CAR PARKING STAIRCASE OPEN AREA POWDER ROOM TOILET/BATH C01 C02 C03 C04 C05 C06 C07 C08 C09 C10 C11 C12 C13 C14 C15 C16 C17 B5 OMIT C19 C20 Legend COL · SE · 19 house (B5 omitted) + PJ1/PJ2 · size HOLD 230×450 vs 230×600 Isolated footing, size subject to soil report Plinth beam 230 × 300 provisional Buildable envelope 41'-0" × 63'-0" C-4 foyer pilaster — intentional, not a defect Atrium bay B–C / 2–3 — void above, no transfer Column setting out Coordinates to grid intersection, from the north-west plot corner. X east, Y south. B1–B4 on B; B5 omitted at porch. PJ1+PJ2. C01 A-1 4'-4" / 12'-0" C02 B-1 16'-0" / 12'-0" C03 C-1 29'-6" / 12'-0" C04 D-1 44'-8" / 12'-0" C05 A-2 4'-4" / 29'-9" C06 B-2 16'-0" / 29'-9" C07 C-2 29'-6" / 29'-9" C08 D-2 44'-8" / 29'-9" C09 A-3 4'-4" / 47'-6" C10 B-3 16'-0" / 47'-6" C11 C-3 29'-6" / 47'-6" C12 D-3 44'-8" / 47'-6" C13 A-4 4'-4" / 58'-6" C14 B-4 16'-0" / 58'-6" C15 C-4 29'-6" / 58'-6" C16 D-4 44'-8" / 58'-6" C17 A-5 4'-4" / 75'-0" IN WEST WALL · omit in yard C18 B-5 OMITTED AT PORCH FACE C19 C-5 29'-6" / 75'-0" C20 D-5 44'-8" / 75'-0" PJ1 west jamb 12'-0" / 75'-0" · 8' clear to PJ2 PJ2 drawing 20'-0" / 75'-0" · then PJ2–C5 ~9'-6" Notes NOTE 1 — No geotechnical report was available when this drawing was prepared. Footing size, depth and type are indicative only and must be reissued against the soil report. NOTE 2 — Seismic Zone IV. Ductile detailing to IS 13920 is mandatory at all beam–column junctions. NOTE 3 — NO COLUMN IN 8'-0" D.H. PORCH — B5 OMITTED AT PORCH FACE; PJ1 WEST CORNER, PJ2 DRAWING CORNER. Grid B stops at B4. No transfer. NOTE 4 — Grid C-4 lands in the foyer. Treat as an architectural pilaster pair framing the view from the front door to the atrium. NOTE 5 — Concrete M25, reinforcement Fe500D. Cover: footings 50 mm, columns 40 mm, beams 25 mm. All member sizes PROVISIONAL pending SE design and the soil report. NOTE 6 — Column faces on grid centre line. Offsets to be confirmed before setting out. Datum: NW plot corner. NOTE 7 — Internal walls 100 mm Zmart AAC with steel mesh. External walls 200 mm. No chasing of AAC. NOTE 8 — This sheet supersedes C-01 Rev A (old grid, 18 columns, missing B-3 / C-3, 32'-0" unsupported run). N 0 10 ft SCALE 1:130 approx. at A3 PJ1 PJ2 8'-0" CLEAR · NO POST IN OPENING A5 FLUSH IN WEST WALL / OMIT IN YARD — SE Footing inside house, not in west parking. No stall columns. Bay A–B / 4–5 has no yard post. No transfer girder over parking. Do not put A5 in the south compound at the gate.
C-01 · Foundation and column layout · Rev C
Project PLOT 208B Residence · GMADA, New Chandigarh Plot 50'-0" × 90'-0" · 500 sq yd Prepared by Stellar · issued for coordination Discipline CIVIL / STRUCTURAL First floor level +4558 Drawing FIRST FLOOR FRAMING PLAN Beams on all grid lines · void one bay only Sheet C-02 Rev F · 29 Aug 2026 Scale 1:130 at A3 Status NOT FOR CONSTRUCTION Design intent / coordination. Member sizes, loads and routes to be confirmed by appointed consultants. 11'-8" × 16'-0" 11'-8" × 17'-9" 11'-8" × 11'-0" 11'-8" × 16'-6" 13'-6" × 16'-0" 13'-6" × 11'-0" 13'-6" × 16'-6" 15'-2" × 16'-0" 15'-2" × 17'-9" 15'-2" × 11'-0" 15'-2" × 16'-6" CANTILEVER BALCONY 4'-0" −300 −300 −300 −200 ATRIUM VOID — ONE BAY B–C × 2–3 · 13'-6" × 17'-9" · beams continuous SLAB OVER SOUTH PORCHFF balcony — not a void A1 B1 C1 D1 A2 B2 C2 D2 A3 B3 C3 D3 A4 B4 C4 D4 A5 IN WALL B5 OMIT C5 D5 FB1 FB2 FB3 FB4 FB5 FB6 FB7 FB8 FB9 FB10 FB11 FB12 FB13 FB14 FB15 FB16 FB17 FB18 FB19 FB20 FB21 FB22 FB23 FB24 FB25 FB26 FB27 FB28 FB29 FB30 FB31 A B C D 1 2 3 4 5 LONGEST SPAN 17'-9" 11'-8" 13'-6" 15'-2" 40'-4" A–D 16'-0" 17'-9" 11'-0" 16'-6" 61'-3" 1–5 BEDROOM-02 TOILET-1 WALK-IN TOILET-2 WALK-IN BEDROOM-03 BALCONY (NORTH) STAIR LINEN STORE UTILITY ROOM GALLERY PANTRY MASTER BEDROOM-01 WALK-IN SOUTH-EAST DECK CANTILEVERED LIVING ROOM TOILET CANTILEVERED N-E OPEN DECK WALK-IN STORE Legend Floor beam 230 × 450 provisional Two-way slab 125 mm provisional Slab over south porch (not a void) Atrium void — bay B–C / 2–3 only Sunken slab (−300 toilets / −200 wet) Column continuous from foundation Slab schedule Slab thickness 125 mm provisional, two-way Concrete M25, 20 mm aggregate Reinforcement Fe500D, cover 20 mm soffit Largest solid panel 15'-2" × 17'-9" (C–D / 2–3) Longest span 17'-9" (lines 2–3) Transfer girder Not required Cantilever balcony 4'-0" projection, south face Live load 2.0 kPa residential; terrace IS 875-2 Notes NOTE 1 — Beam marks FB1 onward are layout references only. Sections and reinforcement to be issued by the structural engineer. All sizes PROVISIONAL pending SE + soil report. NOTE 2 — Beams on grid lines B and C run continuously past the atrium, supported at B-2, C-2, B-3 and C-3. No missing nodes. The void is a slab opening, not a transfer condition. NOTE 3 — D.H. porch 8'-0" clear. B5 omitted. PJ1–PJ2 8' span; PJ2–C5 ~9'-6". FF sitting balcony 8' × 3' ties PJ1–PJ2. Do NOT hang grid B on that beam. Atrium (B–C / 2–3) is the other void. No transfer. Size HOLD. NOTE 4 — Sunken zones must be finalised before slab detailing. 300 mm toilets, 200 mm wet kitchen / utility. NOTE 5 — All service penetrations to be sleeved at the pour. Refer sheets E-02 and P-02. No coring after casting without written approval. NOTE 6 — Seismic Zone IV, IS 13920. Cover beams 25 mm. Panel dimensions are grid to grid, not clear spans. NOTE 7 — This sheet supersedes C-02 Rev A (void drawn over the porch, missing B-3 / C-3, 32'-0" run, transfer girder). N 0 10 ft SCALE 1:130 approx. at A3 PJ1 PJ2 A5 FLUSH IN WEST WALL / OMIT IN YARD — SE Footing inside house, not in west parking. No stall columns. Bay A–B / 4–5 has no yard post. No transfer girder over parking. Do not put A5 in the south compound at the gate.
C-02 · First floor framing plan · Rev C