Ankita Deka - Design Portfolio (2024)

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PORT FOLIO ANKITA DEKA

This porTfolio inTo a cohesive

i have selecT The concepT by The siTe fac yaTriniwas and a Team To accomplish kaziranga has exisTing builT issues as The elemenTs of These selecT showcase The solving.

conTenTs
saraighaT - landscape projec
yaTriniwas - mulTi-sToried
kaziranga - renovaTion
1.
2.
3.

folio aims To compile my mosT recenT and relevanT design projecTs cohesive narraTive of my archiTecTural journey.

Ted Three ongoing projecTs of differenT scales and complexiTies. of The firsT projecT - The developmenT of a park - was influenced facTors relaTing To The local surroundings and fauna. The and wayside ameniTies show my commiTmenT and ease of working in accomplish a cenTral goal. The TourisT faciliTies projecT aT has TaughT me To work on addiTion of deTails and designs To T sTrucTures. i had To Think of conTinuous soluTions To unplanned projecT developed furTher inTo dismanTling and repairing old design.

Ted works have been challenging in differenT aspecTs, and aim To he breadTh of my skills in design, managemenT, and problem s: T lake park, amingaon, guwahaTi, assam projecT

riniwas & wayside ameniTies, amingaon, guwahaTi, assam oried buildings and wayside ameniTies near naTional highway

aziranga TourisT faciliTies, kohora, kaziranga, assam

ion and rebuilding work

contact: +91

8486944021

e-mail: deka.ankita73@gmail.com

SARAIGHAT LAKE PARK

PROFESSIONAL WORK

YEAR: 2021-present

Role: Project Architect

Contribution:

Handled the project through its inception to site execution. Created working drawings, and coordinated between a team of engineers and consultants.

Supervisor:

Ar. Budhin Borthakur

The project is a park development work designed to emulate natural curves and contours. There are a few necessary structures – the gate house, the ticket counter, food stalls, and seating in the form of concrete benches and gazebos. The pathways curve around these structures to create three major green areas, each with their own concepts and character. Each area provides a different feeling for visitors, and creates different ways of interacting with the landscape. The surrounding Saraighat Lake provides a richness to this landscape, and promotes a home for birds in the area. Currently, the finishing and painting works are being carried out.

SITE PLAN
5 8 8 1 2
legend 1. gaTe & gaTe house 2. TickeT counTer 3. food sTalls 4. gazebo 5. ToileT block 6. concreTe seaTing 7. garden arches 8. boundary wall 4 4 6 6 7 7 7 3
S
P
ITE
ROGRESS

YATRINIWAS & WAYSIDE AMENITIES

PROFESSIONAL WORK YEAR: 2021-present

Role: Architect

Contribution: Designed wayside amenities, prepared working drawings, and coordinated between consultants, in-house team, and site workers.

Project Architect:

Ar. Mrinal Das, Barthakur & Associates

Supervisor:

Ar. Budhin Borthakur

Barthakur & Associates

The project is a mixed-use public project, developed for primarily the medical tourism anticipated near AIIMS in Guwahati. There are two guest houses, and several wayside amenities for travellers on the National Highway connecting the site to rest of the city. It sits nestled between existing structures and sloped hills near a major highway in and out of Guwahati.

The development of the design aims to create some of the natural ground level differences surrounding the site. While most of the site sits below the highway, a central high road intersects the land into two, creating a visual distinction between functions of the site. Currently, the RCC works are being carried out.

SITE PLAN

View of G+4 VIP Guest House. The entry is on the first floor, contributing to a vertical separation of spaces in the site. The back of the VIP block faces the open road. The view leads into the hills on the opposite side of this road.

View of G+5 General Guest House. The entry faces away from the central road and provides some privacy to a jogger’s park near the centre of the site.

View of the food court. The food court, toilet, utility shop, and parking areas form the system of amenities available to travellers on the highway. View of a utility shop, accessible from the ground floor itself.

View of a public toilet. The intent was to conceal the function with vertical plantations.

Block A (G+4) VIP Guest House

Terrace Floor First Floor Ground Floor Second Floor Third Floor Fourth Floor
Ground Floor First Floor Second Floor Third, Fourth, & Fifth Floor Terrace Floor Block B (G+5) General Guest House

KAZIRANGA TOURIST FACILITIES

PROFESSIONAL WORK YEAR: 2022-present

Role: Project Architect

Contribution:

Handled the project through its inception to site execution. Created construction drawings, and resolved issues that emerged as the renovation work progressed.

Supervisor: Ar. Budhin Borthakur

The project is a mix of both renovation and built works. The oldest two buildings, constructed in 1954 and 1962, are of the diminishing style of Assam-Type Architecture, and were built with a frame of bamboo or wood and Ikora bon, a type of grass. The exteriors of these buildings were designed to remain unchanged or to remove a few modern renovations to uphold the history of the area. The interiors have been updated with a mix of wood, cane, and bamboo works, or finishes. A few newer, but unused buildings were rebuilt on top of existing foundations.

Currently, the interior work is being carried out.

INTERIOR DESIGN
Interior of the oldest tourist Interior of an unused dormitory Interior of a bar while respecting

DESIGN VIEWS

PROPOSED NEW CONSTRUCTION

tourist lodge in Kaziranga Spa building dormitory building to a VIP block Restaurant block, built on a slope respecting the character of the structure The rebuilt bar, with additional open seating (render credit: Ar. Kunal Sagar, SAKUN, The Design Bench)

DETAILS OF INTERIOR

RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 13500 600 1200 1200 1000 5800 1100 col 1200 1200 1145 ROOFING SHEET PURLIN 600 8700 4350 4350 POST PLATE BEAM (250X300) 4350 DETAIL OF TRUSS-2 60.3 O.D (M) 48.3 O.D (M) 4350 600 600 600 4500 600 10200 SLOPE SLOPE 3400 980 1100 TRUSS-2 TRUSS-1 TRUSS-3 TRUSS-3 3500 2000 Beam 875 2-#12 2-#12 3-#12 DETAIL OF 76.1 O.D (M) PURLIN PURLIN PURLIN PURLIN 550 GABLE BEAM (250X300) GABLE BEAM (250X300) TRUSS TRUSS 2000 SLOPE SLOPE BARGE BOARD VALLEY RIDGE PURLIN 60.3 O.D (M) 1100 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 8200 7000 RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 13500 600 600 DETAIL OF TRUSS-1 1200 1200 1200 1200 1000 2000 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) 5800 1100 1345 1345 1100 1100 col col 1200 1200 1200 1200 1000 5800 1145 ROOFING SHEET PURLIN 600 8700 4350 4350 POST PLATE BEAM (250X300) 4350 DETAIL OF TRUSS-2 76.1 O.D (M) 60.3 O.D (M) 60.3 O.D (M) 48.3 O.D (M) 4350 600 600 600 4500 600 10200 SLOPE SLOPE 3400 980 1100 980 9475 9050 48.3 O.D (M) 1100 1100 980 8200 TRUSS-2 PURLIN TRUSS-1 TRUSS-2 TRUSS-1 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN 3500 2000 ROOFING SHEET 9000 Beam SIZE (250X300) 875 875 2-#12 2-#12 3-#12 3-#12 2-#12 2-#12 3-#12 DETAIL OF GABLE BEAM (250X300) 76.1 O.D (M) A PURLIN PURLIN PURLIN PURLIN 3350 3350 750 750 550 550 GABLE BEAM (250X300) GABLE BEAM (250X300) TRUSS TRUSS DETAIL 2000 SLOPE SLOPE POST PLATE BEAM (250X300) BARGE BOARD BARGE BOARD 12 mm DIA BARGE BOARD 10MM THK. VALLEY RIDGE AAC WALL PURLIN 60.3 O.D (M) 48.3 O.D (M) ROOFING 1400 EQ 60.3 O.D (M) 10MM THK.M.S.PLATE (DETAIL C) 10MM THK. M.S.PLATE 10MM 12MM DETAIL OF (DETAIL PURLIN 60.3 O.D (M) 1100 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 3000 2900 1445 1455 8200 7000 RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 13500 600 DETAIL OF 1200 1200 1200 1200 1000 5800 1100 1345 1100 col 1200 1200 1200 1200 5800 1145 ROOFING SHEET PURLIN 600 8700 4350 4350 POST PLATE BEAM (250X300) 4350 DETAIL OF TRUSS-2 60.3 O.D (M) 48.3 O.D (M) 4350 600 600 600 4500 600 10200 SLOPE SLOPE 3400 980 1100 1100 980 TRUSS-2 PURLIN TRUSS-1 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN 3500 2000 9000 Beam SIZE (250X300) 875 2-#12 2-#12 3-#12 3-#12 3-#12 DETAIL OF GABLE BEAM (250X300) 76.1 O.D (M) A PURLIN PURLIN PURLIN PURLIN 550 GABLE BEAM (250X300) GABLE BEAM (250X300) TRUSS TRUSS 2000 SLOPE SLOPE BARGE BOARD VALLEY RIDGE PURLIN 60.3 O.D (M) 1100 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 8200 7000 RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 13500 600 DETAIL 1200 1200 1200 1200 1000 5800 1100 1345 1100 col 1200 1200 1200 5800 1145 ROOFING SHEET PURLIN 600 8700 4350 4350 POST PLATE BEAM (250X300) 4350 DETAIL OF TRUSS-2 60.3 O.D (M) 48.3 O.D (M) 4350 600 600 600 4500 600 10200 SLOPE SLOPE 3400 980 1100 1100 980 TRUSS-2 TRUSS-1 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 3500 2000 9000 Beam SIZE (250X300) 875 2-#12 2-#12 3-#12 3-#12 3-#12 DETAIL OF GABLE BEAM 76.1 O.D (M) PURLIN PURLIN PURLIN PURLIN 550 GABLE BEAM (250X300) GABLE BEAM (250X300) TRUSS TRUSS 2000 SLOPE SLOPE BARGE BOARD VALLEY RIDGE PURLIN 60.3 O.D (M) 1100 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 8200 7000 RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 600 600 1200 1200 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) 5800 600 4350 76.1 O.D (M) 60.3 O.D (M) 600 8200 TRUSS-2 PURLIN TRUSS-1 TRUSS-2 TRUSS-1 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN PURLIN PURLIN PURLIN PURLIN 3350 3350 750 750 2000 DETAIL GABLE BEAM (250X300) 12 mm DIA M.S BOLT 10MM THK. M.S PLATE VALLEY RIDGE PURLIN 60.3 O.D (M) 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 DRAWING AND CONCERNED DRAWING SHALL WISE NOTED.ONLY SHALL BE FOLLOWED STRENGTH DEFORMED ING TO IS: 1786-1985 0.2%PROOF STRESS SHALL BE 47 TIMES 1:1.5:3 LAP SHALL AVOIDED AT THE AND THICKNESS OF OF PLASTER AND A) AT THE END OF NOT LESS THAN 25mm B) FOR LONGITUDINAL BEAM NOT LESS THAN SHALL BE VERTICALLY OPPOSITE FACE FOR 8200 7000 RCC SLAB AT +3150 MM LVL AS PER DRG NO.- RES/STR-04(C) 13500 600 600 DETAIL OF TRUSS-1 1200 1200 1200 1200 1000 2000 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) 5800 1100 1345 1345 1100 1100 col col 1200 1200 1200 1200 1000 5800 ROOFING SHEET PURLIN 600 4350 4350 POST PLATE BEAM (250X300) 76.1 O.D (M) 60.3 O.D (M) 60.3 O.D (M) 48.3 O.D (M) 600 SLOPE 980 1100 980 9475 9050 48.3 O.D (M) 8200 TRUSS-2 PURLIN TRUSS-1 TRUSS-2 TRUSS-1 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN 76.1 O.D (M) A PURLIN PURLIN 3350 3350 750 750 10 mm thk. M.S. plate DETAIL OF A 2000 B DETAIL OF B 2000 SLOPE BARGE BOARD 12 mm DIA M.S BOLT BARGE BOARD 10MM THK. M.S PLATE PURLIN 60.3 O.D (M) 48.3 O.D (M) ROOFING SHEET 1400 EQ EQ EQ EQ EQ 60.3 O.D (M) 10MM THK. M.S.PLATE PURLIN 60.3 O.D (M) ROOFING SHEET 3000 1440 RAFTER 76.1 O.D (M) TRUSS 1575 1425 1620 1190 SCALE DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD OPPOSITE COMMERCE COLLEGE CHANDMARI,GUWAHATI­3 PHONE NO : +91 69139­03233 DATE A.T.D.C UPGRADATION OF TOURIST FACILITIES AT KAZIRANGA ISSUE/REVISION SIGN. ARCH/DWG­16B 1. PROPOSED MODIFICATION OF BUILDING FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 3. BAR AND KITCHEN FURNITURE IS NOT WITHIN THE SCOPE. 18.10.22 ISSUED FOR EXECUTION SEATING AREA 10250 X 8000 BAR 3100X2800 D3 KITCHEN 3100X3675 V1 D3 V1 Drain 300x300mm columns to be constructed in place of existing columns 2. 25.01.23 MODIFICATIONS INCORPORATED VIDE DISCUSSION IN SITE ON 19­12­22 D3 D1 ceramic tiles on wall, above ventilator as per design +/­00 LVL (front road lvl) 150 dia MS pipe designed as bamboo with knots DN W1 W1 W1 X X 700 3. 23.05.23 MODIFICATIONS INCORPORATED VIDE DISCUSSION IN SITE ON 06­05­23 IN PRESENCE OF M.D., G.M., AND OTHER OFFICIALS. W1 Plinth protection with 150mmØ pebbles Fixed glass with wooden frame from ffl to lintel lvl Fixed glass with wooden frame from 300mm lvl from ffl to lintel lvl +450 LVL OUTDOOR SEATING OPEN TO SKY 13750x4750 RAMP UP 1250 Fixed glass with wooden frame from 300mm lvl from ffl to lintel lvl Fixed glass with wooden frame from 300mm lvl from ffl to lintel lvl 3985 3439 3440 4185 3335 2880 3314 9550 720 2590 2880 723 2590 15025 745 3240 3440 3440 3440 745 D3 D4 D4 PWD TOILET 2250 X 2200 TOILET (M) 1800 X 1200 TOILET (F) 1800 X 1200 SLOPE 1:12 2550 5400 1800 V2 V2 150 +600 LVL D2 150 1200 75mm partition with ply finished with laminate as per specification 1300 1000 RAMP UP 5100 300x300mm column 1000 V2 150 Y Y 150mm thk. proposed boundary wall 1500 Pargola made with WPC frame and top covered with glass panels 2000 1500 2375 2375 1500 150 150 150 200 300 Entry gate SEATING AREA 10250 X 8000 BAR 3100X2800 KITCHEN 3100X3675 75mm partition with ply finished with laminate as per specification 1300 1000 BAR AND KITCHEN LAYOUT ELEVATION B ELEVATION B 925 1900 1095 1800 1095 ELEVATION A DETAIL A DETAIL B False ceiling with laminate finished as wood Truss made of MS Pipe finished as bamboo Brick tiles as per design Wallpaper (Seoul Wallpaper SQUARE collection 10240­5) TV unit made with ply finished with laminate Door to kitchen ELEVATION A Frame made of wood, each bead of 50x100mm Cane mat as per design Stone tiles finished as bamboo as per design Laminate with wooden finish applied on column front and sides Door to toilets 1095 1095 1800 DETAIL AT A Plyboard finished with laminate Original column of size 190x190mm 120 300 300 Wooden false ceiling drop Top of exterior walls Column 50 DETAIL AT B KITCHEN PARTITION DETAIL F.F.L. F.F.L. F.F.L. 2100 2100 100 100 12.7mm (12") groove 75mm plyboard Laminate with wood finish ELEVATION OF TV UNIT 1800 975 75 350 50 12.7mm 50mm finished design eq eq eq eq eq 75mm finished design DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD OPPOSITE COMMERCE COLLEGE CHANDMARI,GUWAHATI­3 PHONE NO : +91 69139­03233 DATE A.T.D.C UPGRADATION OF TOURIST AT KAZIRANGA ISSUE/REVISION ARCH/DWG­16K 1. DETAIL OF INTERIOR FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO 23.05.22 ISSUED FOR EXECUTION DETAIL C DETAIL AT C PLAN OF TV UNIT False ceiling with cane SEATING AREA 10250 X 8000 BAR 3100X2800 KITCHEN 3100X3675 75mm partition with ply finished with laminate as per specification 1300 1000 BAR AND KITCHEN LAYOUT ELEVATION B ELEVATION B 925 1900 1095 1800 1095 ELEVATION A DETAIL A DETAIL B False ceiling with laminate finished as wood Truss made of MS Pipe finished as bamboo Brick tiles as per design Wallpaper (Seoul Wallpaper SQUARE collection 10240­5) TV unit made with ply finished with laminate Door to kitchen ELEVATION A Frame made of wood, each bead of 50x100mm Cane mat as per design Stone tiles finished as bamboo as per design Laminate with wooden finish applied on column front and sides Door to toilets 1095 1095 1800 DETAIL AT A Plyboard finished with laminate Original column of size 190x190mm 120 300 300 Wooden false ceiling drop Top of exterior walls Column 50 DETAIL AT B KITCHEN PARTITION DETAIL F.F.L. F.F.L. F.F.L. 2100 2100 100 100 12.7mm (12") groove 75mm plyboard Laminate with wood finish ELEVATION OF TV UNIT 1800 975 75 350 50 12.7mm 50mm finished design eq eq eq eq eq 75mm finished design DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & R.G.BORUAH ROAD OPPOSITE COMMERCE CHANDMARI,GUWAHATI­3 PHONE NO : +91 69139­03233 DATE A.T.D.C UPGRADATION OF TOURIST AT KAZIRANGA ISSUE/REVISION ARCH/DWG­16K 1. DETAIL OF INTERIOR FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE 23.05.22 ISSUED FOR DETAIL C DETAIL AT C PLAN OF TV UNIT False ceiling with cane SEATING AREA 10250 X 8000 BAR 3100X2800 KITCHEN 3100X3675 75mm partition with ply finished with laminate as per specification 1300 1000 BAR AND KITCHEN LAYOUT ELEVATION B ELEVATION B 925 1900 1095 1800 1095 ELEVATION A DETAIL A DETAIL B False ceiling with laminate finished as wood Truss made of MS Pipe finished as bamboo Brick tiles as per design Wallpaper (Seoul Wallpaper SQUARE collection 10240­5) TV unit made with ply finished with laminate Door to kitchen ELEVATION A Frame made of wood, each bead of 50x100mm Cane mat as per design Stone tiles finished as bamboo as per design Laminate with wooden finish applied on column front and sides Door to toilets 1095 1095 1800 DETAIL AT A Plyboard finished with laminate Original column of size 190x190mm 120 300 300 Wooden false ceiling drop Top of exterior walls Column 50 DETAIL AT B KITCHEN PARTITION DETAIL F.F.L. F.F.L. F.F.L. 2100 2100 100 100 12.7mm (12") groove 75mm plyboard Laminate with wood finish ELEVATION OF TV UNIT 1800 975 75 350 50 12.7mm (12") 50mm plyboard finished with design laminate eq eq eq eq eq 75mm plyboard finished with design laminate DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD OPPOSITE COMMERCE COLLEGE CHANDMARI,GUWAHATI­3 PHONE NO : +91 69139­03233 DATE A.T.D.C UPGRADATION OF TOURIST FACILITIES AT KAZIRANGA ISSUE/REVISION ARCH/DWG­16K 1. DETAIL OF INTERIOR FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 23.05.22 ISSUED FOR EXECUTION DETAIL C DETAIL AT C PLAN OF TV UNIT False ceiling with cane 12MM PLY FINISHED WITH LAMINATE AS PER SPECIFICATION 40x60 MM PURLINS SECTION A-A ROOFING SHEET SCALE DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD CHANDMARI,GUWAHATI-3 PHONE NO : +91 69139-03233 DATE A.T.D.C UPGRADATION OF TOURIST FACILITIES AT KAZIRANGA ISSUE/REVISION SIGN. ARCH/DWG-16M 1. LAYOUT AND DETAILS OF FALSE CEILING UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 01.06.23 ISSUED FOR EXECUTION A AEROLAM 19MM POLYETHYLENE FOAM INSULATION SHEET 12MM PLY FINISHED WITH CANE MAT AS PER DESIGN AND SPECIFICATION ROOF TRUSS DETAIL AT X 40x60 MM PURLINS ROOFING SHEET LAYOUT OF FALSE CEILING AT TRUSS LEVEL SL.NO. LOCATION 1. SPECIFICATION FALSE CEILING DETAILS FOR UNIT 5 (PELICAN BAR) FALSE CEILING AT TRUSS LEVEL 2. FALSE CEILING AT BEAM LEVEL (kitchen) 12MM PLY FINISHED WITH LAMINATES OR CANE MAT AS PER DESIGN AND SPECIFICATION GYPSUM CEILING AS PER SPECIFICATION SLOPE SLOPE SLOPE SLOPE DETAIL X LAMINATEMERINO, WOODGRAINS, NO. - 10856 DESIGN NAME - SIAM WOOD, SUEDE FINISH 12MM PLY FINISHED WITH CANE MAT A SCALE DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD OPPOSITE COMMERCE COLLEGE CHANDMARI,GUWAHATI-3 PHONE NO +91 69139-03233 DATE A.T.D.C UPGRADATION OF TOURIST FACILITIES AT KAZIRANGA ISSUE/REVISION SIGN. ARCH/DWG-16L 1. RAILING DETAILS FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 23.05.23 ISSUED FOR EXECUTION RAMP UP SLOPE 1:12 720 720 720 720 720 720 540 5400 300 300 PLAN OF RCC RAMP DETAIL OF RAMP 50mm Ø MS pipe finished as wood 25x25mm MS sq. bar finished as wood 450 500 50 400 eq eq eq eq eq eq eq eq 540 DETAIL OF DECK RAILING 50mm Ø MS pipe finished as wood 50mm Ø MS pipe finished as bamboo 40mm Ø MS pipe finished as bamboo Concrete ramp of 1:12 slope SCALE DRN.BY SEAL & SIGN. SL.NO. PROJECT CLIENT DRAWING REF.: DRG. NO. CHK.BY PREPARED BY. BARTHAKUR & ASSOCIATES R.G.BORUAH ROAD OPPOSITE COMMERCE COLLEGE CHANDMARI,GUWAHATI-3 PHONE NO : +91 69139-03233 DATE A.T.D.C UPGRADATION OF TOURIST FACILITIES AT KAZIRANGA ISSUE/REVISION SIGN. ARCH/DWG-16L 1. RAILING DETAILS FOR UNIT 5 (PELICAN BAR) ANKITA DEKA NOTES: 1. ALL DIMENSIONS ARE IN MM 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 23.05.23 ISSUED FOR EXECUTION RAMP UP SLOPE 1:12 720 720 720 720 720 720 540 5400 300 300 PLAN OF RCC RAMP DETAIL OF RAMP 50mm Ø MS pipe finished as wood 25x25mm MS sq. bar finished as wood 450 500 50 400 eq eq eq eq eq eq eq eq 540 DETAIL OF DECK RAILING 50mm Ø MS pipe finished as wood 50mm Ø MS pipe finished as bamboo 40mm Ø MS pipe finished as bamboo Concrete ramp of 1:12 slope DETAIL TRUSS CONNECTION

600

NOTED.ONLY FIGURED

OTHER TYPES OF TRUSS

DRAWING AND CONCERNED ARCHITECTURAL DRAWING SHALL BE BROUGHT TO THE NOTICE

DRAWING AND CONCERNED ARCHITECTURAL DRAWING SHALL BE BROUGHT TO THE NOTICE

WISE NOTED.ONLY FIGURED DIMENSIONS SHALL BE FOLLOWED AND NO DIMENSION

WISE NOTED.ONLY FIGURED DIMENSIONS SHALL BE FOLLOWED AND NO DIMENSION

DRAWING AND CONCERNED ARCHITECTURAL DRAWING SHALL BE BROUGHT TO THE NOTICE

WISE NOTED.ONLY FIGURED DIMENSIONS SHALL BE FOLLOWED AND NO DIMENSION

STRENGTH DEFORMED STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm.

STRENGTH DEFORMED STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm.

SHALL BE 47 TIMES OF BAR DIA . FOR MIX

1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING

DRAWING AND CONCERNED ARCHITECTURAL DRAWING SHALL BE BROUGHT TO THE NOTICE

SHALL BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING

STRENGTH DEFORMED STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm.

AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)

WISE NOTED.ONLY FIGURED DIMENSIONS

SHALL BE FOLLOWED AND NO DIMENSION

AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)

SHALL BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING

A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE

A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE

B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESS THAN

AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)

B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESS THAN

A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE

SHALL BE VERTICALLY STAGGERED AND PLACED OPPOSITE FACE FOR ALTERNATE TIES.

STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm.

BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)

SHALL BE VERTICALLY STAGGERED AND PLACED OPPOSITE FACE FOR ALTERNATE TIES.

B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESS THAN

SHALL BE VERTICALLY STAGGERED AND PLACED

OPPOSITE FACE FOR ALTERNATE TIES.

STRENGTH DEFORMED STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm.

SHALL BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING

A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE

B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESS THAN

AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)

A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE

SHALL BE VERTICALLY STAGGERED AND PLACED OPPOSITE FACE FOR ALTERNATE TIES.

B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESS THAN

SHALL BE VERTICALLY STAGGERED AND PLACED OPPOSITE FACE FOR ALTERNATE TIES.

WISE NOTED.ONLY FIGURED DIMENSIONS

DEFORMED STEEL BARS CONFORMING TO IS: 1786-1985 (GRADE Fe-500) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqm. SHALL

DETAIL OF TRUSS-1 1200 1200 1200 2000 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) 5800 1100 1345 1345 1100 1100 col 1200 1200 1200 1000 5800 TRUSS-2 76.1 O.D (M) 60.3 O.D (M) 1100 980 9475 9050 48.3 O.D (M) 1100 1100 980 8200 TRUSS-2 PURLIN TRUSS-1 TRUSS-2 TRUSS-1 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN 2000 ROOFING SHEET 9000 Beam SIZE (250X300) 875 3-#12 3-#12 2-#12 2-#12 3-#12 GABLE BEAM (250X300) A 3350 3350 750 750 550 10 mm thk. M.S. plate DETAIL OF A 2000 B DETAIL OF B DETAIL OF TRUSS-3 POST PLATE BEAM (250X300) BARGE BOARD BARGE BOARD 12 mm DIA M.S BOLT 10MM THK. M.S PLATE AAC WALL PURLIN 60.3 O.D (M) 48.3 O.D (M) POST PLATE BEAM (250X300) 3075 ROOFING SHEET 1400 EQ EQ EQ EQ EQ 60.3 O.D (M) 10MM THK.M.S.PLATE (DETAIL C) 10MM THK. M.S.PLATE 10MM THK. M.S.PLATE 200 200 10MM THK. M.S PLATE 12MM DIA M.S BOLT DETAIL OF M.S BOLT DETAIL OF M.S PLATE (DETAIL AT C)
DRAWING AND CONCERNED
DRAWING SHALL BE
THE NOTICE
8200 7000 600
3000 2900 1445 1455
ARCHITECTURAL
BROUGHT TO
STRENGTH
WISE
DIMENSIONS SHALL BE FOLLOWED AND NO DIMENSION
DEFORMED
SHALL
2000 B
OF TRUSS-3 BARGE BOARD DIA M.S BOLT M.S PLATE POST PLATE BEAM (250X300) 3075 ROOFING SHEET EQ EQ EQ EQ 10MM THK. M.S.PLATE THK. M.S.PLATE 200 200 10MM THK. M.S PLATE 12MM DIA M.S BOLT DETAIL
M.S
M.S PLATE (DETAIL AT C)
10 mm thk. M.S. plate DETAIL OF A
DETAIL OF B
OF
BOLT
OF TRUSS-1
PURLIN 60.3
1345 1100 col 1200 1000 76.1 O.D (M) 60.3 O.D (M) 1100 980 9475 9050 48.3 O.D (M) 8200 TRUSS-1 TRUSS-2 TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 ROOFING SHEET 875 3-#12 2-#12 2-#12 (250X300) 3350 3350 750 750 550 10 mm thk. M.S. plate DETAIL OF A 2000 B DETAIL OF B DETAIL OF TRUSS-3 POST PLATE BEAM (250X300) BARGE BOARD BARGE BOARD 12 mm DIA M.S BOLT 10MM THK. M.S PLATE AAC WALL PURLIN 60.3 O.D (M) 48.3 O.D (M) POST PLATE BEAM (250X300) 3075 ROOFING SHEET 1400 EQ EQ EQ EQ EQ 60.3 O.D (M) 10MM THK.M.S.PLATE (DETAIL C) 10MM THK. M.S.PLATE 10MM THK. M.S.PLATE 200 200 10MM THK. M.S PLATE 12MM DIA M.S BOLT DETAIL OF M.S BOLT DETAIL OF M.S PLATE (DETAIL AT C) 3000 2900
2000 PCGI ROOFING SHEET
O.D(M)
1445 1455
8200 7000 600 DETAIL OF TRUSS-1 1200 2000 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) 1345 1345 1100 col 1200 1000 76.1 O.D (M) 60.3 O.D (M) 1100 980 9475 9050 48.3 O.D (M) 980 8200 PURLIN TRUSS-1 TRUSS-2 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 PURLIN ROOFING SHEET (250X300) 875 3-#12 2-#12 2-#12 (250X300) A 3350 3350 750 750 550 10 mm thk. M.S. plate DETAIL OF A 2000 B DETAIL OF B DETAIL OF TRUSS-3 POST PLATE BEAM (250X300) BARGE BOARD BARGE BOARD 12 mm DIA M.S BOLT 10MM THK. M.S PLATE AAC WALL PURLIN 60.3 O.D (M) 48.3 O.D (M) POST PLATE BEAM (250X300) 3075 ROOFING SHEET 1400 EQ EQ EQ EQ EQ 60.3 O.D (M) 10MM THK.M.S.PLATE (DETAIL C) 10MM THK. M.S.PLATE 10MM THK. M.S.PLATE 200 200 10MM THK. M.S PLATE 12MM DIA M.S BOLT DETAIL OF M.S BOLT DETAIL OF M.S PLATE (DETAIL AT C) 3000 2900 1445 1455 DRAWING
CONCERNED
AND
ARCHITECTURAL DRAWING SHALL BE BROUGHT TO THE NOTICE
SHALL BE
DIMENSION
BAR DIA .
MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED
THE
FOLLOWED AND NO
STRENGTH
BE 47 TIMES OF
FOR
AND AVOIDED AT
POINT OF MAX. BENDING
A) AT THE END OF THE REINFORCEMENT BAR, NOT LESS THAN 25mm NOR LESS THAN THE B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS
NOR
B DETAIL OF B
AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH)
THAN 25mm
LESS THAN
600 2000 PCGI ROOFING SHEET PURLIN 60.3 O.D(M) col 76.1 O.D (M) 60.3 O.D (M) 1100 980 48.3 O.D (M) 8200 TRUSS-3 TRUSS-3 875 2-#12 3350 3350 750 750 550 10 mm thk. M.S. plate DETAIL OF A 2000 B DETAIL OF B DETAIL OF TRUSS-3 BEAM BARGE BOARD 12 mm DIA M.S BOLT 10MM THK. M.S PLATE WALL PURLIN 60.3 O.D (M) 48.3 O.D (M) POST PLATE BEAM (250X300) 3075 ROOFING SHEET 1400 EQ EQ EQ EQ EQ 60.3 O.D (M) THK.M.S.PLATE (DETAIL C) 10MM THK. M.S.PLATE 10MM THK. M.S.PLATE 200 200 10MM THK. M.S PLATE 12MM DIA M.S BOLT DETAIL OF M.S BOLT DETAIL OF M.S PLATE (DETAIL AT C) 3000 2900 1445 1455 1000 1500 600 4580 1145 1145 1145 1145 WOODEN TRUSS-1 1400 2225 1375 1367 840 Col 600 600 Col Col 1375 1145 1145 1145 1145 1145 1145 1145 PURLIN TRUSS-1 B B A A POST PLATE BEAM PURLIN 100x75 PURLIN 100x75 TRUSS-2 TRUSS-1 LAYOUT OF WOODEN ROOF TRUSS TRUSS-3 TRUSS-3 TRUSS-3 TRUSS-3 RUFTER 150x75 150x75 150x75 150x75 150x75 150x75 150x75 150x75 150x75 150x75 ROOFING SHEET PURLIN 100X75 4580 1145 1145 1145 1400 Col 600 Col 150x75 150x75 175 3300 1800 1500 ROOFING SHEET PURLIN DETAIL OF TRUSS -1 EQ EQ EQ EQ EQ EQ EQ EQ EQ 3810 1695 1000 1140 1215 1422 1422 1215 1140 1100 695 6583.21 699.99 700 1700 1075 76.1 O.D (M) 101.6 O.D (M) RCC SLAB AT +3150 MM DRG NO.- RES/STR-04(C) 600 600 600 600 GABLE BEAM (250X300) VALLEY RIDGE PURLIN 60.3 O.D (M) 1100 1200 1200 3500 2000 ROOFING SHEET 8750 3000 1440 1620 1190 1440 RAFTER 76.1 O.D (M) DETAIL OF TRUSS 1000 1000 1575 1425 1620 1190 DETAIL OF CONNECTION
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