phase of building

Building Detail (Professional Practice II)

Submitted By:Ghulam Mustafa Joyia P.P (II) Roll No:11011505-119 SUBMITTED TO: SIR SHOAIB SHABIR B.Arch School of art Design and Architecture

Building Detail

SUBMITTED BY:GHULAM MUSTAFA JOYIA P.P (II) ROLL NO:11011505-119 PAGE NO1

Phase of Building Consist of Two Major Part. Sub, Super structure sub is the part of building which partially buried in the earth and the super structure is a part which a visible part of building so. Sub structure part and detail of construction material as per am attach my project on start. Site work out before construction: Control and Protection

Sr. No Description of Material in sub structure Qty. Location or place of use CSR-Ref 1 Demolished and salvaged materials Area of construction Site area and service area 03-18-c 2 Water quality / Place of construction 03-16-a 3 Dewatering / Foundation /

Site Clearing Sr. No Description of Material in sub structure Qty. Location or place of use CSR-Ref 1 Clearing operations 1- Mulching 2- Grubbing 3- Removal of topsoil

Construction area and where dig out the base.

clearing the areas of cut and fill and areas to be occupied by construction, paving, landscape work or to other designated areas. Remove the site surface, scrap, grass, vegetable matter and organic debris, scrub, trees, timber, stumps, boulders and rubble.

03-16-c

Excavation Sr. No Description of Material in sub structure Qty. Location or place of use CSR-Ref 1 Extent 1- Marking 2- Existing services 3- Foundations

Construction area and where dig out the base.

Excavate to give the levels and profiles required for construction, site services, paving, and landscaping. locate and mark existing underground services in the areas. identify location of underground utility services pipes and cables.

03-60-c

Building Detail


Surface Preparation Sr. No Description of Material in sub structure

Qty. Location or place of use CSR-Ref

1 General 1- Source of fill 2- Fill types 3- Moisture content 4- Required density 5- Anti-termite

As/project placing fill, ground slabs or load bearing elements, remove loose material, debris, organic matter and material. fill free from organic matter. inorganic, non-perishable material suitably graded and capable of compaction Moisture content: Adjust the moisture content of fill during compaction. Compact the subgrade and each layer of fill to the required depth and density

26-15

Foundation Excavation

Sr. No Description of Material in sub structure Ratio and quality Qty. Location or place of use CSR-Ref 1 Survey, Lay ought and leveling As/drawings Foundation, Base of column

03-23-c

2 Excavation Laying p:c:c 1:4:8 of boundary wall layer under foundation / with excavator Trimming by person Temporary walls to retain deep foundation soil by planks

03-23-c

3 leaning or P.C.C P:C:C 1:4:8 having min compressive cube strength 1000 psi at 28 days Plain Cement Concrete including placing, compacting, finishing and curing (ratio1:2:4).

/ in foundation 1:4:8 or basement is 1:3:6. But, in car park area, the proportion should be 1:2:4.

06-05-f

Building Detail


4 Column base 1- Supply and fabricates M.S Reinforcement for cement concrete (Hot rolled deformed bars Grad-40,60

Column providing and laying cast in situ structural cement concrete specified 1:1.5:3 with min compressive strength of 4000 psi at 28 days.

/ if deep foundation ( for basement or a service lift or a load bearing wall ) somewhere else then leaning with R.C.C Base.

06-06-a-02 06-07-b

5 service trenches 1- Excavation 2- Trench widths 3- Backfilling

Filling, Watering and ramming earth under floor with surplus earth from foundation etc. Structural back filling using common material available at site.

/ make trenches straight between personnel access ways. Keep trench widths to the minimum consistent with the laying and bedding of the relevant service and construction of personnel access ways and pits. Backfill service trenches as soon as possible after laying the service.

03-16-a 03-60-c

6 Footing brick work 1st class Brick Masonry (1:5) in Foundation Pacca brick work in foundation and plinth in cement, sand mortar 1:5

/ work in foundation and back fill according to ground level.

06-06-b-03 07-04-a-04

7 Finish floor level and D.P.C 1- Horizontal 2- Vertical

38 to 50mm thick layer of cement concrete 1:2:4 including / horizontal on wall section and vertical D.P.C indoor

06-22-a-02 06-24-b-02

Building Detail


bitumen coat, 1-layer polythene & 1 coat bitumen (2" thick) Vertical Damp Course c/s plaster 1-layer polythene 2 coats Ratio 1:4 (0.75" thick)

in rooms from F.F.L to Horizontal D.P.C

Site work construction: Super structure

Sr. No Description of Material in sub structure Ratio and quality Qty. Location or place of use CSR-Ref

1 Brick work Pacca brick work in ground floor in cement, sand mortar 1:5 Ratio 1:2 ,1:3, 1:4 1:5 ,1:6 ,1:7 ,1:8

As/drawings Walls niches and cavity walls 07-05-a-04

2 Opening below lintel Iron Door Frame 20G Providing Fixing Finishing, Complete

/ Windows and doors Wooden Door/Door Lock Fixing Finishing, Complete

12-52-d

3 Lintel Reinforcement steel providing and laying deform steel grade 60 structural reinforcement steel including over laps not mentioned in the drawing min yield strength 60000 psi and ultimate strength 90000 psi

/ Load divide above the opening laid in Beams, Columns & other structural members, insitu or precast Type B (1:1.5:3)

06-06-b-02

4 Slab cement ratio 1:2:4 min compressive strength 3000 psi at 28 days. RCC in Roof Slab, Beams, Columns

First class tile roofing, consisting of 4" (100 mm) earth (25 mm) mud plaster with Gobri leeping over ½" thick cement plaster 1:6 with 34 lbs 1.72

06-06-a-02

Building Detail


& other structural members, insitu or precast Type B (1:1.5:3) Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. 1:2,1:3,1:4

Kg/sq.m hot bitumen coating sand blinded, provided & sub- sequent floors, respectively. over 2 layers of tiles 12"x6"x1¼" laid in 1:6 cement mortar with ½" (13 mm) thick sand layer of 1:6 cement mortar, including 1:2 cement pointing underside of tiles, complete, including curing, etc. 5 Opening above lintel Reinforced brick work in lintel of openings, laid in 1:3 Hollow Flush Door 1.5" - 2" thick including iron mongery excluding chowkat and lock: Commercial Veneered.

/ Wash room or ventilator Aluminum Windows With Window Frame/sliders/Window Glass Providing Fixing Finishing, complete

12-52-d

6 Slab poring R.C.C Work 1:2:4 / Conveyed and placed as per good engineering practice using Chenab sand and margualla crush including new steel form work scaffolding etc. complete in all respects as per entire satisfaction of client/consultant

06-06-a-02

7 Parapet Cement sand mortar 1:3, 1:4 / Brick work with concrete special elements 07-05-a-04

8 Brick work first floor Ratio 1:2 ,1:3, 1:4 1:5 ,1:6 ,1:7 ,1:8 / First floor wall as per the project properties. 07-05-a-04 9 Detailing (interior and exterior) Cement sand mortar 1:2 ,1:3 / Layout of furniture and interior decoration. /

Building Detail


10 Plaster Cement Plaster 3/8” thick under soffit of RCC roof slabs only up to 20' height: (1:4)

/ Covering form weather effect and create a visual mass unit of architectural play.

11-10-c

11 Flooring Laying P.C.C (1:4:8) 4" Thick Laying P.C.C (1:2:4) 3" Thick Provide and lay topping of concrete 1:2:4 including surface finishing and dividing in panels 1.5" thick.

/ Fixing The Floor Tile with The Motor (1:1) Complete. Fixing The Wall Tile with The Bond Complete Flooring according to use of the space. Provide and lay marble fine dressed stone flooring on surface in white cement complete 3/4" thick (Badal, Silky. Black, White, Sunny Grey or Equivalent).

10-15-b 10-26-a

phase of building

Engineering